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Home My WebLink AboutProject Manual I SECTION 00 01 05 PROFESSIONAL CERTIFICATIONS PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Christopher . Long Date: August 7, 2012 License # 47106 END OF SECTION I I I I I I I I PROFESSIONAL CERTIFICATIONS ©2012 Stantec 1 193802260 00 01 05- 1 I ISECTION 00 01 10 TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP I Division 00- Procurement and Contracting Requirements Introductory Information 00 01 05 Professional Certifications I/ 00 01 10 Table of Contents Procurement Requirements 1 00 11 13 Invitation for Quotes 00 21 13 Instructions to Bidders 00 41 10 Quote Form IIContracting Requirements 00 52 10 Agreement Form 00 61 13.13 Performance Bond I00 61 13.16 Payment Bond 00 72 05 EJCDC C-700 Standard General Conditions of the Construction Contract(2007 Edition) 00 73 05 Supplementary Conditions rSPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP Division 01 - General Requirements I01 10 00 Summary 01 20 00 Price and Payment Procedures 01 31 00 Project Management and Coordination I 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 57 13 Temporary Erosion and Sediment Control 01 70 00 Execution Requirements Division 02— Facility Construction I02 41 13 Selective Site Demolition Division 3 to 30- Not Used IDivision 31 - Earthwork 31 23 00 Excavation and Fill IDivision 32—Exterior Improvements 32 11 23 Aggregate Base Courses 32 12 01 Flexible Paving for Municipal Projects 32 92 00 Turf and Grasses Division 33 - Utilities I 33 05 05 Trenching and Backfilling 33 05 17 Adjust Miscellaneous Structures 33 10 00 Water Utilities 33 40 00 Storm Drainage Utilities ©2012 Stantec 1 193802260 TABLE OF CONTENTS 000110-1 l Division 34 to 39 - Not Used PROCESS EQUIPMENT SUBGROUP Division 40 to 49— Not Used END OF SECTION 1 I 1 I 1 I I I I I I I I I I TABLE OF CONTENTS 000110-2 ©2012 Stantec j 193802260 I IIISECTION 00 11 13 IINVITATION FOR QUOTES Quotations are due at 12 P.M., CDT, on Thursday, August 23, 2012. Quotations shall be sent to Chris Lon the Engineer's Project Manager, via email at chris.lono(a�stantec corn or mailed to 2335 g� Paul, MN 55113. The Quotations are for the following: Highway 36 West, St. IOlene Avenue North Storm Sewer Im rovements In general, Work consists of the construction of storm sewer and drainage structures, bituminous pavement I replacement, and restoration. Direct inquiries to Engineer's Project Manager Chris Long at(651) 604-4808. IBid Security in the amount of 5 percent of the amount of the Bid must accompany each Bid in accordance the Instructions to Bidders. cordance IThe Owner reserves the right to retain the deposits of the 3 lowest Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 60 days after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Quotes, to waive irregularities and reserves the right to award the Contract to the best interests of the Owner, nd informalities therein, and Eric Johnson, City Administrator City of Oak Park Heights, Minnesota I I I I I I I T ©2012 Stantec 1 193802260 INVITATION FOR QUOTES 00 11 13-1 I SECTION 00 21 13 INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below: A. Issuing Office—The office from which the Bidding Documents are to be issued and where the Bidding procedures are to be administered. 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 for Quotes may be obtained from the Issuing Office. 2.02 Complete sets of Bidding Documents shall be used in preparing Quotes; 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 Quotes for the Work and do not authorize or confer a license for any other use. 1 2.04 Neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from Bidder's use of electronic downloadable Bidding Documents (Electronic Bidding Documents). In addition to the above items, Bidders using Electronic Bidding Documents are solely responsible for use of such documents, including, but not limited to: A. It is the responsibility of the Bidder to verify the intended document size (sheet dimensions) and to verify proper colors (color, or black and white) of the Electronic Bidding Documents prior to reproduction. Bidder shall ensure that the Electronic Bidding Documents are reproduced to the correct and exact scale, and correct colors. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the Work, within 5 days of Owner's request, Bidder shall submit written evidence such as financial data, previous experience, present commitments, and such other data as may be called for below: A. Evidence of Bidder's authority to do business in the state where the Project is located. B. Evidence of genuiness of Quote and lack of collusion in conjunction therewith. 3.02 Bidder is advised to carefully review those portions of the Quote Form requiring Bidder's representations and certifications. r I INSTRUCTIONS TO BIDDERS ©2012 Stantec 1 193802260 00 21 13-1 I ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA,AND SITE 1 4.01 Subsurface and Physical Conditions A. The Supplementary Conditions identify 1. Those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site. 2. Those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Copies of reports and drawings referenced in Paragraph 4.01.A will be made available by Owner to any Bidder 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 4.02 of the General Conditions has been identified and established in Paragraph 4.02 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. 4.02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing I Underground Facilities at or contiguous to the Site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner or others. 4.03 Hazardous Environmental Condition , A. The Supplementary Conditions identify any reports and drawings known to Owner relating to a Hazardous Environmental Condition identified at the Site. B. Copies of reports and drawings referenced in Paragraph 4.03.A will be made available by Owner to any Bidder 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 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions, and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated subsurface or physical 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 On request, Owner will provide Bidder access to the Site to conduct such examinations, investigations, 1 explorations, tests, and studies as Bidder deems necessary for submission of a Quote. Bidder shall fill all holes and clean up 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 excavation and utility locates. I INSTRUCTIONS ©2012 Stantec 1 193802260 00 BIDDERS 1 13 I I4.06 Reference is made to Article 7 of the Supplementary Conditions 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 contemplated by these Bidding Documents. On request, I 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. 1 4.07 It is the responsibility of each Bidder before submitting a Quote to: A. examine and carefully study the Bidding Documents, and the other related data identified in the Bidding Documents; B. visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work; IC. become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work; ID. carefully study all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface I structures at the Site (except Underground Facilities) that have been identified, if any, in Paragraph 4.02 of the Supplementary Conditions as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Paragraph 4.06 of the Supplementary Conditions as containing reliable "technical Idata;" E. consider the information known to Bidder; information commonly known to contractors doing I business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the I cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder's safety precautions and programs; 1 F. agree at the time of submitting its Quote that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Quote for performance of the I Work at the price(s) Quote and within the times required, and in accordance with the other terms and conditions of the Bidding Documents; G. become aware of the general nature of the work to be performed by Owner and others at the Site 1 that relates to the Work as indicated in the Bidding Documents; H. promptly give Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that I Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by Engineer is acceptable to Bidder; and I I. 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 The submission of a Quote will constitute an incontrovertible representation by Bidder that Bidder has I complied with every requirement of this Article 4, that without exception the Quote is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or 1 INSTRUCTIONS TO BIDDERS ©2012 Stantec 1 193802260 00 21 13-3 I 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 are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE-QUOTE CONFERENCE I 5.01 There will be no Pre-Quote Conference. ARTICLE 6 - SITE AND OTHER AREAS I 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. ARTICLE 7 - INTERPRETATIONS AND ADDENDA 7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by Engineer as having received the Bidding Documents. Questions received less than 10 days prior to the date for Opening of Quotes may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by Owner or Engineer. ARTICLE 8 - QUOTE SECURITY I 8.01 A Quote must be accompanied by Quote Security made payable to Owner in an amount of 5 percent of Bidder's maximum Quote price and in the form of a certified check, bank money order, or a Bid Bond issued by a surety meeting the requirements of Paragraphs 5.01 and 5.02 of the General Conditions. 8.02 The Bid Security of the successful Bidder will be retained until such Bidder has executed the Contract Documents, furnished the required Contract Security and met the other conditions of the Notice of Award, whereupon the Bid Security will be returned. If the successful Bidder fails to execute and deliver the Contract Documents and furnish the required Contract Security within 15 days after the Notice of Award, Owner may consider Bidder to be in default, annul the Notice of Award, and the Bid Security of that Bidder will be forfeited. Such forfeiture shall be Owner's exclusive remedy if Bidder defaults.The Bid Security of other Bidders whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of 7 days after the Effective Date of the Agreement or 61 days after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. 8.03 Bid Security of other Bidders whom Owner believes do not have a reasonable chance of receiving the award will be returned within 7 days after the Quote Opening. 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 the Agreement. I INSTRUCTIONS TO BIDDERS ©2012 Stantec 1 193802260 00 21 13-4 I IARTICLE 10 - LIQUIDATED DAMAGES 10.01 Provisions for liquidated damages, if any, are set forth in the Agreement. ARTICLE 11 -SUBSTITUTE AND"OR-EQUAL"Q ITEMS I 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. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS,AND OTHERS 12.01 If the Supplementary Conditions require the identity of certain subcontractors, suppliers, individuals, or entities to be submitted to Owner in advance of a specified date prior to the Effective Date of the 1 Agreement, the apparent successful Bidder, and any other Bidder so requested, shall within 5 days after Quote Opening, submit to Owner 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 qualification for each such subcontractor, supplier, individual, or entity if requested by Owner. 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, in which case apparent successful Bidder shall submit an acceptable substitute, Bidder's Quote price will be increased (or decreased) by the difference in cost occasioned by such substitution, and Owner may consider such price adjustment in evaluating Quotes and making the Contract award. 12.02 If apparent successful Bidder declines to make any such substitution, Owner 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. 12.03 Contractor shall not be required to employ any subcontractor, supplier, individual, or entity against whom Contractor has reasonable objection. ARTICLE 13 - PREPARATION OF QUOTE 13.01 The Quote Form is included with the Bidding Documents. I 13.02 All blanks on the Quote Form shall be completed in ink and the Quote Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Quote Form. A Quote price shall be indicated for each section, Quote Item, Alternate, adjustment Quote Unit Price Quote Item, and Quote Unit Price Quote Item listed therein. 13.03 A Quote by a corporation shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown. ©2012 Stantec 1 193802260 INSTRUCTIONS TO BIDDERS 002113-5 I 13.04 A Quote by a partnership shall be executed in the partnership name and signed by a partner(whose I title must appear under the signature), accompanied by evidence of authority to sign.The official address of the partnership shall be shown. 13.05 A Quote by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign.The state of formation of the firm and the official address of the firm shall be shown. I 13.06 A Quote by an individual shall show the Bidder's name and official address. 13.07 A Quote by a joint venture shall be executed by each joint venturer in the manner indicated on the Quote Form.The official address of the joint venture shall be shown. 13.08 All names shall be printed in ink below the signatures. I 13.09 The Quote shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Quote Form. I 13.10 Postal and e-mail addresses and telephone and fax numbers for communications regarding the Quote shall be shown. 13.11 The Quote shall contain evidence of Bidder's authority and qualification to do business in the state where the Project is located, or Bidder shall covenant in writing to obtain such authority and qualification prior to award of the Contract and attach such covenant to the Quote. Bidder's state contractor license number, if any, shall also be shown on the Quote Form. ARTICLE 14 - BASIS OF QUOTE; COMPARISON OF QUOTES 14.01 Unit Price A. Bidders shall submit a Quote on a Quote Unit Price basis for each Quote Item of Work listed in the Quote Form. B. The total of all estimated prices will be the sum of the products of the estimated quantity of each Quote Item and the corresponding Quote Unit Price.The final quantities and Contract Price will be determined in accordance with Paragraph 11.03 of the General Conditions. C. Discrepancies between the multiplication of units of work and Quote Unit Prices will be resolved in favor of the Quote Unit Prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. D. Quotes will be compared on the basis of the"Total Base Quote"and this amount will be the basis for determining the lowest Bidder. 14.02 Allowances A. For cash allowances the Quote price shall include such amounts as the Bidder deems proper for Contractor's overhead, costs, profit, and other expenses on account of cash allowances, if any, named in the Contract Documents, in accordance with Paragraph 11.02.B of the General Conditions. I I INSTRUCTIONS TO BIDDERS ©2012 Stantec 1 193802260 00 21 13-6 I ARTICLE 15 -SUBMITTAL OF QUOTE 15.01 Quote shall be submitted no later than the date and time prescribed and at the place indicated in the Invitation for Quotes and shall be enclosed in a plainly marked package with the Project title (and, if applicable, the designated portion of the Project for which the Quote is submitted), the name and address of Bidder, and shall be accompanied by the Bid Security and other required documents. If a Quote is sent by mail or other delivery system, the sealed envelope containing the Quote shall be enclosed in a separate package plainly marked on the outside with the notation"QUOTE ENCLOSED."A mailed Quote shall be addressed to Owner's office. 15.02 The Quote shall include the entire Document 00 41 10, Quote Form. This includes all attachments Article 7.01 of the Quote Form and/or all forms included with the Quote Form. The Contractor mayed remove or copy these sheets from the Project Manual 15.03 The entire Project Manual should not be submitted with the Quote. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF QUOTE 16.01 A Quote may be modified or withdrawn by an appropriate document duly executed in the same manner that a Quote must be executed and delivered to the place where Quotes are to be submitted prior to the date and time for the Opening of Quotes. 16.02 Quotes may be withdrawn after Quote Opening only in accordance with the law. ARTICLE 17 - OPENING OF QUOTES 17.01 Quotes will be opened at the time and place indicated in the Advertisement or Invitation for Quotes and, unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the Base Quotes and major Alternates, if any, will be made available to Bidders after the Project is awarded. ARTICLE 18 -QUOTES TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All Quotes will remain subject to acceptance for the period of time stated in the Quote Form, but Owner may, in its sole discretion, release any Quote and return the Bid Security prior to the end of this period. ARTICLE 19 - EVALUATION OF QUOTES AND AWARD OF CONTRACT 19.01 If the Contract is awarded, award will be made on the basis of the lowest responsive, responsible, qualified Bidder determined by the Total Base Quote. 19.02 Owner reserves the right to reject any or all Quotes, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Quotes. Owner further reserves the right to reject the Quote of any Bidder whom it finds, after reasonable inquiry and evaluation, to not be responsible. Owner may also reject the Quote of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder. Owner also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the successful Bidder. 19.03 More than one Quote for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than 1 Quote for the Work may be cause for disqualification of that Bidder and the rejection of all Quotes in which that Bidder has an interest. 1 ©2012 Stantec 1 193802260 INSTRUCTIONS TO BIDDERS 002113-7 19.04 In evaluating Quotes, Owner will consider whether or not the Quotes comply with the prescribed I requirements, and such Alternates, Quote Unit Prices and other data, as may be requested in the Quote Form or prior to the Notice of Award. 19.05 In evaluating Bidders, Owner will consider the qualifications of Bidders and may consider the qualifications and experience of subcontractors, suppliers, and other individuals or other entities proposed p oor those portions of the Work for which the identity of subcontractors, suppliers, 111 entities must be submitted as provided in the Supplementary Conditions. res 19.06 Owner may conduct such investigations as Owner deems necessary to establish thed viponsibil ility entities qualifications, and financial ability of Bidders, proposed subcontractors, suppliers, proposed for those portions of the Work in accordance with the Contract Documents. As a condition of its Quote, Bidder is required to waive any and all claims of whatever nature against Owner, Engineer, and their employees and agents which arise out of or relate to such investigations and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice.This waiver is not intended to restrict Bidder's rights to challenge a Contract pursuant to law. 19.07 If the Contract is to be awarded, Owner will award the Contract to the Bidder whose Quote is in the best interests of the Project. ARTICLE 20 -CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified bonds and Supplementary insurance. When the successful, sets forth Owner's requirements as to performance and payment Bidder delivers the executed Agreement to Owner, it shall be accompanied by such bonds. ARTICLE 21 - SIGNING OF AGREEMENT I 21.01 When Owner issues a Notice of Award to the successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement along with the other Contract Documents which are identified in the Agreement as attached thereto. Within 15 days thereafter, successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner. Within 10 days thereafter, Owner shall deliver 2 fully signed counterparts to successful Bidder with a complete set of the Drawings with appropriate identification. END OF SECTION 1 t 1 INSTRUCTIONS TO BIDDERS 002113-8 ©2012 Stantec 1 193802260 1 QUOTER: Hydrocon, Inc. DOCUMENT 00 41 10 Stantec QUOTATION FORM OLENE AVENUE NORTH STORM SEWER IMPROVEMENTS PROJECT NO. 193802260 OAK PARK HEIGHTS,MINNESOTA 1 2012 THIS QUOTATION IS SUBMITTED TO: City of Oak Park Heights City Hall 14168 Oak Park Boulevard Oak Park Heights,MN 55082 1.01 The undersigned Quoter proposes and agrees,if this Quotation is accepted,to enter into an Agreement with Owner in the form included in the Quotation Documents to perform all Work as specified or indicated in the Quotation Documents for the prices and within the times indicated in this Quotation and in accordance with the other terms and conditions of the Quotation Documents. 2.01 Quoter accepts all of the terms and conditions of the Instructions to Quoters,including without limitation disposition of Quotation Security. The Quotation will remain subject to acceptance for 60 days after the Quotation Opening,or'for uch longer period of time that Quoter may agree to in writing upon request of Owner. 3.01 In submitting this Quotation,Quoter represents that: A. Quoter has examined and carefully studied the Quotation Documents,the other related data identified in the Quotation Documents,and the following Addenda,receipt of all which is hereby acknowledged: Addendum No. Addendum Date B. Quoter has visited the Site and become familiar with and is satisfied as to the general,local,and Site conditions that may affect cost,progress,and performance of the Work. C. Quoter is familiar with and is satisfied as to all federal,state,and local Laws and Regulations that may affect cost, progress,and performance of the Work. D. Quoter has carefully studied all: (1)reports of explorations and tests of subsurface conditions at,or contiguous to,the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at,or contiguous to,the Site(except Underground Facilities)which have been identified in SC-4.02,and(2)reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06. E. Quoter has obtained and carefully studied(or accepts the consequences for not doing so)all additional or supplementary examinations,investigations,explorations,tests,studies,and data concerning conditions(surface, subsurface,and Underground Facilities)at,or contiguous to,the Site which may affect cost,progress,or performance of the Work or which relate to any aspect of the means,methods,techniques,sequences,and procedures of construction to be employed by Quoter,induding applying the specific means,methods,techniques,sequences,and procedures of construction expressly required by the Quotation Documents to be employed by Quoter,and safety precautions and programs incident thereto. F. Quoter does not consider that any further examinations,investigations,explorations,tests,studies,or data are necessary for the determination of this Quotation for performance of the Work at the price(s)Quotation and within the times and in accordance with the other terms and conditions of the Quotation Documents. i ©2012 Stantec 1 193802260 00 41 10-1 QUOTATION FORM I G. Quoter is aware of the general nature of work to be performed by Owner and others at the Site that relates to the IIIWork as indicated in the Quotation Documents. H. Quoter has correlated the information known to Quoter,information and reports . Q observations obtained from visits to the Site, p and drawings identified in the Quotation Documents,and all additional i dditional examinations,investigations, explorations,tests,studies,and data with the Quotation Documents. I. Quoter has given Engineer written notice of all conflicts,errors,ambiguities,or discrepancies that Quoter has 1 discovered in the Quotation Documents,and the written resolution thereof by Engineer is acceptable to Quoter. J. The Quotation Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Quotation is submitted. K. Quoter will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement. 1 4.01 Quoter further represents that: iA. The prices in this Quotation have been arrived at independently,without consultation,communication,or agreement as to any matters relating to such prices with any other 9 P Y Quoter or with any competitor for the ur ose of restricting competition. P P 9 B. The prices in this Quotation have not or will not be knowingly disclosed to any other uoter or competitor prior Q p or to opening of the Quotations. C. No attempt has been made or will be made by the Quoter to induce any other person or firm to submit or not to submit a Quotation for the purpose of restricting competition. i4.02 Quoter understands that the law may require the Owner,or Engineer at the Owner's direction,to undertake an investigation and submit an evaluation concerning Quoter's responsiveness,responsibility,and qualifications before awarding a contract. Quoter hereby waives any and all claims,of whatever nature,against Owner,Engineer and their employees and agents,which arise out of or relate to such investigation and evaluation,and statements made as a result thereof,except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Quoter's rights to challenge a contract pursuant to law. i5.01 Quoter will complete the Work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s)set forth below and have been computed in accordance with IParagraph 11.02 of the General Conditions. Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions Quoter acknowledges that estimated quantities are not guaranteed,and are solely for the purpose of comparison of P P Quotations,and final payment for all Unit Price Quotation items will be based on actual quantities provided, determined as provided in the Contract Documents. I I I I ©2012 Stantec 1 193802260 00 41 10-2 QUOTATION FORM I Hi INo. Item Units Qty Unit Price Total Price I BASE Q UOTE I1 MOBILIZATION LS 1$ 3.900.00 $ 3,900.00 2 TRAFFIC CONTROL LS 1$ 2,500.00 $ 2,500.00 I3 INLET PROTECTION EA 2$ 200.00 $ 400.00 4 SAWING BITUMINOUS PAVEMENT LF 540$ 3.50 $ 1,890.00 5 REMOVE BITUMINOUS PAVEMENT SY 600$ 3.00 $ 1.800.00 i6 REMOVE CATCH BASIN EA 1 $ 450.00 $ 450.00 7 SALVAGE&REINSTALL FENCE LF 100$ 8.00 $ 800.00 I8 SALVAGE&REINSTALL MULCH LS 1$ 200.00 $ 200.00 I9 SALVAGE&REINSTALL LIGHT POLE EA 1$ 250.00 $ 250.00 10 POTHOLE EXISTING WATER MAIN EA 1 $ 1,500.00 $ 1,500.00 1 11 WATER MAIN OFFSET EA 1$ 2,500.00 $ 2,500.00 12 4"POLYSTYRENE INSULATION SY 11$ 20.00 $ 220.00 I13 25(3'CATCH BASIN EA 1$ 1.500.00 $ 1.500.00 I 14 4'DIA STORM SEWER CBMH,INC R-3290VB EA 3$ 2.000.00 $ 6.000.00 CSTG AND HDPE AD]RINGS 15 4'DIAMETER STORM SEWER MH EA 1$ 2,000.00 $ 2,000.00 I 16 IMPROVED PIPE FOUNDATION LF 50$ 3.00 $ 150.00 I17 12"RCP STORM SEWER,CLASS 5 LF 95$ 50.00 $ 4,750.00 18 15"RCP STORM SEWER,CLASS 5 LF 460$ 48.00 $ 22,080.00 I19 CONNECT TO EXISTING CATCH BASIN EA 1$ 1,500.00 $ 1,500.00 20 AGGREGATE BASE,CLASS 5,100%CRUSHED TN 200$ 22.00 $ 4,400.00 I 21 BITUMINOUS NON WEARING COURSE TN 65$ 124.00 $ 8,060.00 MIXTURE i22 BITUMINOUS WEARING COURSE MIXTURE TN 65$ 128.00 $ 8,320.00 23 SODDING,LAWN TYPE WITH 4"OF TOPSOIL SY 600$ 4.50 $ 2,750.00 I24 STREET SWEEPER WITH PICK UP BROOM HR 8$ 110.00 $ 880.00 WITH OPERATOR 1 TOTAL BASE QUOTE: $ 78,750.00 ©2012 Stantec 1 193802260 00 41 10-3 QUOTATION FORM I 6.01 Quoter agrees that the Work will be Substantially Completed and completed and ready Paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the ce with Agreement. 6.02 Quoter accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above,which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Quotation: A. Required Quotation Security in the form of 5 percent. 8.01 The terms used in this Quotation with initial capital letters have the meanings stated in the Instructions to Quoters,the General Conditions,and the Supplementary Conditions. SUBMITTED on August 23 g ,2012. If Quoter Is: An Individual Name(typed or printed): By: (SEAL) (Individual's signature) Doing business as: Business Street Address(No P.O.Box#'s): Phone No.: Fax No.: I I I I I ©2012 Stantec 1 193802260 00 41 10-4 QUOTATION FORM I I A Partnership Partnership Name: (SEAL) By: Y (Signature of general partner) Name(typed or printed): Business Street Address(No P.O. Box#'s): I Phone No.: Fax No.: A Corporation Corporation Name: Hydrocon, Inc. (SEAL) State of Incorporation: Minnesota Type(General Business, rofessional,Service, Li Liab" • General Business By: (Signature) Name(typed or printed): Thomas M. Hals Title: President Attest (CORPORATE SEAL) (Signature of Corporate Secretary) Business Street Address(No P.O. Box#'s): 6265 Glacier Drive North Branch, Minnesota 55056 Phone No.: 651-674-2757 Fax No.: 651-674-2735 I I ©2012 Stantec 1 193802260 00 41 10-5 QUOTATION FORM I I A Joint Venture Joint Venture Name: (SEAL) By: ' (Signature of joint venture partner) Name(typed or printed): Title: ' Business address: Phone No.: Fax No.: Joint Venturer Name: (SEAL) I By: (Signature) Name(typed or printed): Title: _ Business Street Address(No P.O. Box#'s): I Phone No.: Fax No.: Phone and Fax Number,and Address for receipt of official communications: (Each joint venturer must sign. The manner of signing for each individual,partnership,and corporation that is a a to the joint venture should be in the manner indicated above). p joint OF DOCUMENT I 1 ©2012 Stantec 1 193802260 00 41 10-6 QUOTATION FORM I I TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA ' BID BOND KNOW ALL MEN BY THESE PRESENTS, THAT WE Hydrocon, Inc. Box 129 North Branch, Minnesota 55056 as Principal,hereinafter called the Principal, and the Travelers Casualty and Surety Company of America, a corporation duly organized under the laws of the State of Connecticut,with Administrative Offices at One Tower Square,Hartford,CT 06183-6014, as Surety, hereinafter called the Surety, are held and firmly bound unto City of Oak Park Heights, Minnesota as Obligee,hereinafter called the Obligee, in the sum of Five Percent (5%) of Amount of Bid--- for the payment of which sum well and truly to be made,the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. ' WHEREAS,the Principal has submitted a bid for Project#193802260 Olene Avenue North Storm Sewer Improvements NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this August 23,2012 Hydrocon,Inc. rincipal) Seal V1/1/1 WI/41W ‘\' bae-triv- (Title) ' (Witness) Thomas M.Hals,President Travelers Casualty and Surety Company of America (Seal) /411 di loe (Witness) ack Cedarleaf II, • • ey-In- act) 1 I I I ACKNOWLEDGMENT OF PRINCIPAL (Corporation) ISTATE OF: Minnesota COUNTY OF: (kreAcieff 1 On this day,August 23, 2012, before me personally come(s) Thomas M. Hals to me I known, who, being by me duly sworn, deposes and says that he resides in the City of North Branch, MN, that he is the President of the Hydrocon, Inc. the corporation described in and which executed the foregoing instrument; that he knows the seal of the said corporation; that the I seal affixed to the said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation, and that he signed his name thereto by like order. ' ,F ,. CANDYC C �� /' /5/2,(.4..,...._ ELHALS NOTARY PUBLIC-MINNESOTA Notary Public I My Comm. ` * ±., Exp.Jan.31,2015 I I ACKNOWLEDGMENT OF SURETY STATE OF: Minnesota ICOUNTY OF: Ramsey IOn this day,August 23, 2012, before me personally come(s)Jack Cedarleaf II, to me personally known, who being by me duly sworn, did say that he is the aforesaid officer or Attorney-In-Fact of the Travelers Casualty and Surety Company of America, a corporation; Ithat the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be Ithe free act and deed of said corporation. /. / r MELINDA C BLODGETT Notary Public I ll NOTARYPUBUC-MINNESOTA MYCOMNIISUBUEISZTAtie I I WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Alb,. POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 223741 Certificate No. 0048 3 8 7 5 2 KNOW ALL MEN BY THESE PRESENTS:That St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Christine M.Hansen,D.R.Dougherty, Jack Cedarleaf II,Kurt C. Lundblad,Pamela T.Curran,and Melinda C.Blodgett I ' of the City of St.Paul ,State of Minnesota ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. I IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 30th 1 day of April 2012 Farmington Casualty Company St.Paul Mercury Insurance Company I Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company ohs:,, i'tVl(y, FIRE y� ops, p�p'�r` , :�y�.� v '� 6,y' �}�RN..�NSG9 Jpt�NS�gq } JP'7Y ANp8 116--••qyW �d17YM'0((i�y{ 0 •s e 2 O ,"'�nRWtttl ri, s m �l'�RGyRA>fc m ?�`pPPORgTt:n1.t w4P6 `'D1 ,� _ .,. ij ►4 Y Z ; likilfl 1 `ti*. �t SEA n at £ 19 L o3 �'SSlLL,'e i 2 o ,4 �b`y. A+D Ja ~. ' ~S`IfA NG GO 'mod�•....... .'... L .... 1Z,7,AN �1r..........'aa y< NOV• State of Connecticut 'I to City of Hartford ss. By: Georg Thompson,-ice President IOn this the 30th day of April 2012 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety ICompany,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company, and that he,as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G• In Witness Whereof,I hereunto set my hand and official seal. 'TM (��(► C , � Qµ , M My Commission expires the 30th day of June,2016. * AUK% * Marie C.Tetreault,Notary Public 58440-6-11 Printed in U.S.A. IWARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may I delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy II thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice I President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President, any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. II,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. I IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 23rd day of August ,20 12 I G� Kevin E.Hughes,Assistant Sec tary Psu , �`1+n.,, I G 4¢ 'ry yet"6 `PN-IN.0 ,�INSUH PITT ANA y p2,(, •hl�,L ' 'l.11. C'''.611P .q ,/"JP..-....... `J ,P 17IV0 Wq�y� 't�0 a S g —4'es D}'P�%• PONA y" ; �q' i 1962 g 'wAR. m[ -• �,' i?°WwtE?mil MNRTFORD, '' - - i$,N7,0,'a Le 1951 ` in 4:., ic''j vi. CONK, q $i bey /•%'. `. s�RAr+cca �1S.AM'�Nt• °rs.........r.a° 'rdf PP+a! • '�P/AN To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the 1 above-named individuals and the details of the bond to which the power is attached. I I I I WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER I I I SECTION 00 52 10 IAGREEMENT FORM I THIS AGREEMENT is by and between the City of Oak Park Heights, Minnesota (hereinafter called Owner) and Hydrocon, Inc. (hereinafter called Contractor). Owner and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: IARTICLE 1— WORK I 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: storm sewer improvements. ARTICLE 2— THE PROJECT 1 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: Olene Avenue North Storm Sewer Improvements for the City of Oak IPark Heights, Minnesota. ARTICLE 3— ENGINEER I3.01 The Project has been designed by Stantec(Engineer), who is to act as Owner's representative, assume all duties and responsibilities, and will 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 IDocuments. ARTICLE 4— CONTRACT TIMES 1 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for Final IPayment as stated in the Contract Documents are of the essence of the Contract. 4.02 Dates for Substantial Completion and Final Payment 1 A. The Work will be Substantially Completed on or before November 2, 2012. Substantial Complete is defined as completion of storm sewer, bituminous, and sod work. I B. All Work shall be completed and ready for Final Payment in accordance with Paragraph 14.07 of the General Conditions on or before November 30, 2012. 4.03 Liquidated Damages IA. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial loss if the Work is not completed within the times specified in I Paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not I completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay(but not as a penalty), Contractor shall pay Owner $500 for each day that expires after the time specified in Paragraph 4.02 for Milestones and Substantial Completion until the Work is Substantially Complete. After Substantial Completion, if Contractor Ishall neglect, refuse, or fail to complete the remaining work within the Contract Time or any proper I AGREEMENT FORM 0 2012 Stantec 1 193802260 00 52 10- 1 I extension thereof granted by Owner, Contractor shall pay Owner $500 for each day that expires after the time specified in Paragraph 4.02 for completion and readiness for Final Payment until the Work is completed and ready for Final Payment. ARTICLE 5— CONTRACT PRICE 1 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents an amount in current funds as follows: A. For all Work at the prices stated in Contractor's Bid, attached hereto as an exhibit. The Bid prices for Unit Price Work set forth as of the Effective Date of the Agreement are based on estimated quantities. As provided in Paragraph 11.03 of the General Conditions, estimated quantities 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. 1 B. Original Contract Amount is based on Seventy-Eight Thousand, Seven Hundred Fifty Dollars and No Cents ($78,750.00). 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. 6.02 Progress Payments;Retainage ' A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment, monthly during performance of the Work as provided in Paragraphs 6.02.A1 and 6.02.A2 below. All such payments will be measured by the Schedule of Values established in Paragraph 2.07.A of the General Conditions (and in the case of Bid Unit Price 1 Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided in the General Requirements: 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, 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, in accordance with Paragraph 14.02 of the General Conditions: a. 95 percent of Work completed (with the balance being retainage). b. 95 percent of cost of materials and equipment not incorporated in the Work(with the balance being retainage). 2. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts as Engineer shall determine in accordance with Paragraph 14.02.B5 of the General Conditions and less 200 percent of Engineer's estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 final Payment A. Upon Final Completion and acceptance of the Work, in accordance with Paragraph 14.07 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 14.07. AGREEMENT FORM ©2012 Stantec 1 193802260 00 52 10-2 ARTICLE 7— INTEREST 7.01 All moneys not paid when due, as provided in Article 14 of the General Conditions, shall bear interest at the maximum rate allowed by law at the place of the Project. ARTICLE 8— CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce Owner to enter into this Agreement, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. ' C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. 1 D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site, and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities), if any, that have been identified in the Supplementary Conditions as containing reliable"technical data,"and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Supplementary Conditions as containing reliable"technical data." E. Contractor 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, 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 precaution 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 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 Ithat relates to the Work as indicated in the Contract Documents. H. 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. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms 1 and conditions for performance and furnishing of the Work. 1 ©2012 Stantec I 193802260 AGREEMENT 00 52 10 FORM 3 I ARTICLE 9— CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement. 2. Performance Bond, Payment Bond, and other Bonds. 3. General Conditions. 4. Supplementary Conditions. 5. Specifications as listed in the table of contents of the Project Manual. 6. Drawings bearing the following general title: Olene Avenue North Storm Sewer Improvements. 7. Addenda (None). 8. Exhibits to this Agreement(enumerated as follows): a. Contractor's Bid Form. b. Documentation submitted by Contractor prior to Notice of Award. 1 9. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. c. Change Order(s). B. The documents listed in Paragraph 9.01.A are attached to this Agreement(except as expressly jnoted otherwise above). 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 will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract 1 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 become 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. 1 10.03 Successors and Assigns 1 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. I AGREEMENT FORM ©2012 Stantec 1 193802260 00 52 10-4 I I I10.04 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 I 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. 1 10.05 Contractor's Certifications I 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: 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 or in the Contract execution; I 2. "fraudulent practice"means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or(c) to deprive Owner of the I 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 I4. "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. I I I I I I I 1 I I AGREEMENT FORM ©2012 Stantec 1 193802260 00 52 10-5 Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 Tel: (651)636-4600 Fax: (651)636-1311 Stantec November 13, 2012 Mr. Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd. N. P.O. Box 2007 Oak Park Heights, MN 55082 Re: Olene Avenue North Storm Sewer Improvements—Approve Pay Request#1 Stantec Project No.: 193802260 Dear Eric: Enclosed are three(3) copies of Request for Payment No. 1 by the contractor, Hydrocon, Inc.,for the aforementioned project. The contractor has completed this work in accordance with the contract plans and specifications. Therefore, it is recommended to pay the contractor in the amount of$70,051.78. After acceptance, please distribute all requests for payments as appropriate. Additional payment for sod work and other minor items remain, and will be applied to the next request for payment. If you have any questions or require further information please call me at(651)604-4808. Sincerely, STANTEC edierd,,, Christopher W. Long, P.E. Attachments: Signed Pay Request#1 (3 copies) copy: Betty Caruso-Finance Director; Jason Petersen—Stantec. Y ., Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date BASE QUOTE: 1 MOBILIZATION LS 1 $3,900.00 1 1 $3,900.00 2 TRAFFIC CONTROL LS 1 $2,500.00 1 1 $2,500.00 3 INLET PROTECTION EA 2 $200.00 1 1 $200.00 4 SAWING BITUMINOUS PAVEMENT LF 540 $3.50 521 521 $1,823.50 5 REMOVE BITUMINOUS PAVEMENT SY 600 $3.00 551 551 $1,653.00 6 REMOVE CATCH BASIN EA 1 $450.00 1 1 $450.00 7 SALVAGE&REINSTALL FENCE LF 100 $8.00 103 103 $824.00 8 SALVAGE&REINSTALL MULCH LS 1 $200.00 1 1 $200.00 9 SALVAGE&REINSTALL LIGHT POLE EA 1 $250.00 1 1 $250.00 10 POTHOLE EXISTING WATER MAIN EA 1 $1,500.00 1 1 $1,500.00 11 WATER MAIN OFFSET EA 1 $2,500.00 $0.00 12 4"POLYSTYRENE INSULATION SY 11 $20.00 3.6 3.6 $72.00 13 2'x3'CATCH BASIN EA 1 $1,500.00 1 1 $1,500.00 14 4' DIA STORM SEWER CBMH,INC R-3290VB CSTG AND HDPE ADJ RINGS EA 3 $2,000.00 $0.00 15 4'DIAMETER STORM SEWER MH EA 1 $2,000.00 3 3 $6,000.00 16 IMPROVED PIPE FOUNDATION LF 50 $3.00 $0.00 17 12" RCP STORM SEWER,CLASS 5 LF 95 $50.00 105 105 $5,250.00 18 15" RCP STORM SEWER,CLASS 5 LF 460 $48.00 444 444 $21,312.00 19 CONNECT TO EXISTING CATCH BASIN EA 1 $1,500.00 1 1 $1,500.00 20 AGGREGATE BASE,CLASS 5, 100%CRUSHED TN 200 $22.00 225.55 225.55 $4,962.10 21 BITUMINOUS NON WEARING COURSE MIXTURE TN 65 $124.00 47.79 47.79 $5,925.96 22 BITUMINOUS WEARING COURSE MIXTURE TN 65 $128.00 108.72 108.72 $13,916.16 23 SODDING,LAWN TYPE WITH 4"OF TOPSOIL SY 600 $4.50 $0.00 24 STREET SWEEPER WITH PICK UP BROOM WITH HR 8 $110.00 OPERATOR $0.00 TOTAL BASE QUOTE: $73,738.72 TOTAL BASE QUOTE: $73,738.72 TOTAL WORK COMPLETED TO DATE $73,738.72 . 193802260REQ1.xlsm PROJECT PAYMENT STATUS OWNER CITY OF OAK PARK HEIGHTS STANTEC PROJECT NO. 193802260 CONTRACTOR HYDROCON, INC. CHANGE ORDERS No. Date Description Amount Total Change Orders PAYMENT SUMMARY No. From To Payment Retainage Completed 1 109/01/20121 11/06/20121 70,051.78 3,686.94 73,738.72 Material on Hand Total Payment to Date $70,051.78 Original Contract $78,750.00 Retainage Pay No. 1 3,686.94 Change Orders Total Amount Earned $73,738.72 Revised Contract _ $78,750.00 193802260REQ1.xlsm V:\1938\active 193802260\CAD\DWg\193802260 G101.dwg 8/8/2012 10:51:45AM r r \ 4 a 3 r^ 3 3 3 r- 0 xi n > > (� > z< ��H*rn= V '� rn D rn �-al Oz X �< CZN�m.r O (Cn 3 7o W CO cm zv cn nra �vvr(n rn C n Z rn oc -�m r�Erl Ar�r r v0M rn (/) ' 70 Z rn n D z ° T1 m Dvm v,,.x2c(n Z O D C z° z r0n <n oW = y c _. . -�i r:1..� ............__.._._........ C� Z 0 cn W 3 r�Tl umi m>D zm vmi(-' °� cm°o�n- ( } z rn (O� -i m� v 1 m i lc gC zm . 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GI q '71 c 2 I ■ ^ N 3 a1 rn 1A z 00 z L° ✓� c 3 3 vii v e3 z A = 3 z 22 v N i sOZ 0' c1ZO �O S g c -1 D m 8 Ong $ g a ' *�0 co g �° I .. 48 fi 1 e ® rr I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR REPORT m N SUPERVISION p OAK PARK HEIGHTS, MINNESOTA � �; uWSU� OFPROFESSIONAL MINI DIRER AA p $ OLENE AVENUE NORTH STORM SEWER IMPROVEMENTS PR/NT CHRISTOPHER W.IDFY' + d F,3 s r g w /44-4.00 N m STANDARD DETAILS SIGNATURE: -- e§ t Crn DATE: AUGUST 8 2012 LIT.N0. 4710fi w< • A938\active ��\Dwg 802260_0 _ 8/8/2012 11:21:37 NI \/ 3>zo -<z( §o K§ li f \ Q o � > k / / p 3 /// \•D. k d § ƒ«3+ ©® G) H - �d m d « w z yd§ƒ • §§ /»2\ \ )k wPm � �� § La ■ § § §§d §� k I HEREBY CERTIFY THAT THIS! | 21 ; ,_,_ THE LAWS OF THE STATE AND CO . . �} L§ ■ ; | ' \ OAK PARK HEIGHTS, MINNESOTA | )__ � §Q OL NE AVENUE NORTH STORM SSE IMPROVEMENTS PRINT—� _ «) | %Ci| ; )(� � )$2 * § § ; STANDARD DETAILS SIGNATURE DATE. �_ _ * I I IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. Counterparts have been delivered to Owner and Contractor. All portions of the Contract Documents have been signed or have been Iidentified by Owner and Contractor or on their behalf.. This Agreement will be effective on ,S rn/7(r , 2012 (which is the Effective Date I of the Agreement). 401, Owner I' Contractor: City o'; . AINN innesota _�L Hydrocon, Inc. /7 , Thomas M. Hals, President Attest: _. 4441.■■ h 9M►M Ns Attest: 7.41 / / . Address for giving . ices: Address for giving notices: IP.O. Box 129 P 0 gox North Branch, MN 55056-0129 ILicense No.: (Where Applicable) IDesignated Representative:9 P Designated Representative: IName: Name: Thomas M. Hals Title: Title: President IAddress: Address: P.O. Box 129 1 North Branch, MN 55056-0129 Phone: Phone: 651-674-2757 IFacsimile: Facsimile: 651-674-2735 IEND OF SECTION I 1 I I ©2012 Stantec 1 193802260 AGREEMENT 00 52 10 FORM 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 PERFORMANCE BOND Bond No. 36-0769-9-12-1 IAny singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. I CONTRACTOR(Name and Address): SURETY(Name, and Address of Principal Place of Business): Hydrocon, Inc. Travelers Casualty and Surety Company of America P. 0. Box 129 One Tower Square I North Branch, MN 55056 Hartford, CT 06183 OWNER(Name and Address): City of Oak Park Heights III 14158 Oak Park Blvd. Oak Park Heights, MN 55082 CONTRACT I I Effective Date of Agreement: September 5, 2012 Amount: $78,750.00 Description(Name and Location): Olene Avenue North Storm Sewer Improvements itBOND Bond Number: 36-0769-9-12-1 I I Date(Not earlier than Effective Date of Agreement): September 5, 2012 Amount: $78,750.00 IIIModifications to this Bond Form: • 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 Hydrocon, Inc. (Seal) Travelers Casualty and Surety Company of Am Contractor's Name and Corporate Seal Surety's Na e and Corporate Seal IP By: (1��•�v By: lir-V /. .. -- ' Signature ignature(Attach 'ower . 'Attorney) Thomas M. Hals Jack Cedarleaf II Print Name Print Name IPPresident Attorney-in-fact Title Title I Attest: WV WTAAVitAker. Attest: ( Ai L2 4 Clwz.,/ Signature Signature IP CC CA(ftat 01 Title Title I INote: Provide execution by additional parties, such as joint venturers, if necessary. I EJCDC C-610 Performance Bond(2007) 1 Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.13 Page 1 of 3 1 1 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor. 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner ior its heirs, executors, administrators, or successors. 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related Isubcontracts,purchase orders,and other obligations. 8. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent I jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within two years after Contractor Default or within two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to Isureties as a defense in the jurisdiction of the suit shall be applicable. 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature I page. 10. When this Bond has been furnished to comply with a statutory requirement in the location where the I . Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. 11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. 1111 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform Ill or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms Ithereof. FOR INFORMATION ONLY—(Name,Address and Telephone) I Surety Agency or Broker: Owner's Representative(Engineer or other party): I EJCDC C-610 Performance Bond(2007) Prepared by the Engineers Joint Contract Documents Committee. ll 00 61 13.13 Page 3 of 3 1 1 M 1 1 ' ACKNOWLEDGMENT OF PRINCIPAL (Corporation) ' STATE OF: Minnesota COUNTY OF: tOn this day, September 5, 2012, before me personally come(s) Thomas M.Hats to me known, who, being by me duly sworn, deposes and says that he/she resides in the City of North ' Branch, MN, that he/she is the President of the Hydrocon,Inc., the corporation described in and which executed the foregoing instrument; that he/she knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation, and that he/she signed his/her name thereto by like order. `f:"4 CANDYCE L HALS No Public NOTARY PUBLIC-MINNESOTA '? My Comm.Exp.Jan.31,2015 ACKNOWLEDGMENT OF SURETY STATE OF: Minnesota COUNTY OF: Ramsey On this day, September 5, 2012, before me personally come(s) Jack Cedarleaf II,to me personally known, who being by me duly sworn, did say that he is the aforesaid officer or Attorney-In-Fact of the Travelers Casualty and Surety Company of America, a corporation; that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free act and deed of said corporation. CHRISTINE M. HANSEN Notary Public-Minnesota Notary Public My Comm sslon Expires an 31,2075 I I 1 1 1 1 1 1 1 1 Ii 1 1 1 1 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELERS JW POWER OF ATTORNEY 1 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company 1 St.Paul Guardian Insurance Company 1 Attorney-In Fact No. 223741 0 04838712 Certificate No. KNOW ALL MEN BY THESE PRESENTS:That St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance 1 Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin 1 (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Christine M. Hansen,D.R.Dougherty, Jack Cedarleaf II,Kurt C. Lundblad,Pamela T.Curran,and Melinda C. Blodgett I 1 of the City of St. Paul State of Minnesota ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and 1 other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 1 IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed 30th day of April 2012 this 1 Farmington Casualty Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company an y p Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company 1 St.Paul Guardian Insurance Company p1.5Ugz� 1'tYl yr. INE"xniw, F02.pRP I�• ��` ' J�F 4e•°c .AN-1.!!l "Y/!HSU�''.. �1YA 7,10,.. 331'' ? :AIM O- .,q P.......,Hqk JP '�'0 I (1 2` a Q J 2 1982 0 costiye:_sit:)„ mED:gi �tto.,17A>•F'y 5 . ':apt_ cti s� ,p�1D Y'WO Y D; E �I m �:pORPORATF:;,T: Q.6 , 1951 �. { o " tara <�y. �N 4.' vi, ro . .SEAL:oJ -otSEAL.'a ‘t.y N��se p 'n AtN op 1 State of Connecticut �� City of Hartford ss. By: AMINO, �. 1 Georg4 Thompson, .enior ice President On this the 30th day of April 2012 himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Clmpny,rFidel Fidelity and Guar my Insurance Underwriters, 1 Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company, and that he,as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 1 GIn Witness Whereof,I hereunto set my hand and official seal. ►TA C . My Commission expires the 30th day of June,2016. p,,� I �1 V�CLOG}�* Marie C.Tetreault,Notary Public 41 W*v 1 58440-6-11 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER I This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc., St.Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States t Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice I President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is I FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is I FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power ' prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, t any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on I the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing I is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. s /��H�t°' 20 IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this) Fri day of ,S;19 r�' I Kevin E.Hughes,Assistant Sec tary I G r°c.TN% renY4tti 1.,,,,,' B PDRA1lllE p!v a .. .d R EU 6 N, 1:;'.74,•. I w R.+_._.u '0'=§- W 4 J HP[Y FAONRD w 'VR(FbF Y w Y IC i c1982,; 9771 19$1 . 1,, � � SEA[. o: t\.SEAL�a 1,� ° . ;° 1896/ c 1d .... �f ‘$::...... >Ab e v� �'►A►N To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. I I I I WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER PAYMENT BOND Bond No. 36-0769-9-12-1 IAny singular reference to Contractor, Surety,Owner, or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name, and Address of Principal Place of Hydrocon, Inc. Business): P. 0. Box 129 • Travelers Casualty and Surety Company of America INorth Branch, MN 55056 One Tower Square, Hartford, CT 06183 OWNER(Name and Address): City of Oak Park Heights I 14158 Oak Park Blvd. , Oak Park Heights, MN 55082 CONTRACT I Effective Date of Agreement: September 5, 2012 Amount: $78,750.00 Description (Name and Location): Olene Avenue North Storm Sewer Improvements IBOND Bond Number: 36-0769-9-12-1 Date(Not earlier than Effective Date of IAgreement): September 5, 2012 Amount: $78,750.00 Modifications to this Bond Form: ISurety 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. ICONTRACTOR AS PRINCIPAL SURETY I Hydrocon, Inc. (Seal) Travelers Casualty and Surety Company o (5r rica Contractor's Name and Corporate Seal Surety's Name and Corporate Seal By. By. I Signature Signature(Attach '• - of Attorney I Thomas M. Hals Ja ' Cedarleaf II Print Name Print Name I President Attorney-in-fact Title Title ' Attest: MA /l1 F 4 Attest: �� /b� �n.� Signature Signature 1 m7-elm,w) Title Title INote: Provide execution by additional parties, such asjoint venturers, if necessary. I EJCDC C-615 Payment Bond(2007) I Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.16 Page 1 of 3 I 1 1 1 1 1 1 1 1 1 1 1 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, I successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract,which is incorporated herein by reference. 2. With respect to Owner,this obligation shall be null and void if Contractor: 2.1 Promptly makes payment,directly or indirectly,for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. ' 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, ' stating that a claim is being made under this Bond and,with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: 1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the ' claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 ' days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the ' address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. ' 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety,that is sufficient compliance. ' 6. When a Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at Surety's expense take the following actions: ' 6.1 Send an answer to that Claimant, with a copy to Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. ' 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the ' Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use ' the funds for the completion of the Work. EJCDC C-615 Payment Bond(2007) ' Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.16 Page 2of3 1 1 1 1 1 1 1 1 1 1 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated ' to the Contract. Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. ' 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts,purchase orders,and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent ' jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3, ' or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. ' 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be • sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be ' deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common law bond. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first-tier subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of ' the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. ' 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor ' as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY—(Name, Address, and Telephone) ' Surety Agency or Broker: Owner's Representative(Engineer or other): 1 EJCDC C-615 Payment Bond(2007) ' Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.16 Page3of3 I 1 1 1 1 1 1 1 1 1 1 1 1 I I ACKNOWLEDGMENT OF PRINCIPAL (Corporation) I STATE OF: Minnesota COUNTY OF: IOn this day, September 5, 2012, before me personally come(s) Thomas M.Hals to me i known, who, being by me duly sworn, deposes and says that he/she resides in the City of North I Branch, MN, that he/she is the President of the Hydrocon,Inc., the corporation described in and which executed the foregoing instrument; that he/she knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by the order of I the Board of Directors of said corporation, and that he/she signed his/her name thereto by like order. I "illRA"�� : CANDYCE L HA LS I � .: 3120 NOTARY PUBLIC-MINNESOTA NI my Public . .,. My Comm.Exp.Jan. , 15 ' hum? ; ACKNOWLEDGMENT OF SURETY ISTATE OF: Minnesota COUNTY OF: Ramsey I On this day, September 5, 2012, before me personally come(s) Jack Cedarleaf II,to me I personally known, who being by me duly sworn, did say that he is the aforesaid officer or Attorney-In-Fact of the Travelers Casualty and Surety Company of America, a corporation; that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that I said instrument was signed and sealed in behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free act and deed of said corporation. ...,IA , $(�, ,x i� 1'_� L (_'L�'TN M /-.o-,;a.CHRISTINE M. FI �iSEN Nctary Public-Minnesota Notary Public '�; My Commission Expires Jan 31,2015 tr+ +,r' .T ate,,,An,�,e5,✓�✓�1"JYr'+�OR✓w+1V 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IWARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Allek POWER OF ATTORNEY TRAVELERS J Farmington Casualty Company I Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company 1 St.Paul Guardian Insurance Company 1 Attorney-In Fact No. 223741 Certificate No. 004838713 KNOW ALL MEN BY THESE PRESENTS:That St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance I Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin 1 (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Christine M. Hansen,D.R.Dougherty, Jack Cedarleaf II, Kurt C. Lundblad,Pamela T.Curran,and Melinda C.Blodgett I 1 of the City of St.Paul , State of Minnesota ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and I other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law, I 30th IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this day of April 2012 I Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company 1 St.Paul Guardian Insurance Company p1,SU,f, 33tl ■♦,.• I.11.��y aFIT"' 41N.o,. M I,,� 2• TL C!V' .% Jr RE 6,y Q\T N...'rS(iS, •PY 1NSUggk JP�TV AN°m 11",t1y FY'Y -, Jt �1977( ' ) E 1 1,7 SE8L+o3Ji o; CANN. n WNN. '` 1896 ! .f „ Jr....... ,,a dt 04i. + ANA I ,4 State of Connecticut By: `r. City of Hartford ss. Georg-J Thompson, senior ice President I 30th April 2012 On this the day of p , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, I Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company, and that he,as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 1 Oft In Witness Whereof,I hereunto set my hand and official seal. t 'IAA v�r C . My Commission expires the 30th day of June,2016. * pl/81G * Marie C.Tetreault,Notary Public I Cs CfrP I58440-6-11 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER / WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President, any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Coihpanies this%...S—M day of - ,20 i2. ' Kevin E.Hughes,Assistant Sec tary G�SUA 19 l J�l ` F1RE!4.0 i b�.P �Q��py•`�:S.l,.N.E.iN,.I.�.G a y.p o i`J�! '�oCaU�'a ea:�•t.:w 8.'�..N........4+D o%- ANp me c 44 q` Y ANO a bAC1 , I fICORpDRAEO ' 47).— ri cOP°""i I" OPPORAT f Fs u t HARFORD‘ o<� 1982 0 19, 1 " 4 2 m F �' .1 01 a HARTFORD, 1 m CONN. CONN. 189 6 M ��A„ °.. .4 Ad sd as 414 M To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the Y Y Y above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER I Aco D CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) klift.../.. 9/5/2012 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(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 Pat Isom NAME: IICedarleaf, Cedarleaf & Cedarleaf, Inc. acNto Ext1: (651)488-6666 I A/C.NO): (651)488-9932 360 Larpenteur Avenue West E-MAIL D .Extl:@ cedarleaf.corn Suite 100 INSURER(S)AFFORDING COVERAGE NAIC# St. Paul MN 55113 INSURER A:ACUity Insurance 14184 IINSURED INSURER B: Hydrocon, Inc. INSURER C: ___ P. 0. Box 129 INSURER D: I North Branch, MN 55056 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:CL1222002180 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR " POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PRRENTED PREEMIMI ESES S( RENTED occurrence)ence) $ r 000 A I CLAIMS-MADE © OCCUR K15839 2/28/2012 2/28/2013 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 X PD DED: $1,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 —1 POLICY I I %PE n LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED K15839 2/28/2012 2/28/2013 BODILYINJURY(Peraccident) $ AUTOS _ AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) PIP-Basic $ Basic X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED X RETENTION$ 10,000 K15839 2/28/2012 2/28/2013 $ H- A WORKERS COMPENSATION X I WC TAMUSI I ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? © N/A (Mandatory in NH) K15839 2/28/2012 2/28/2013 E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Project: Olene Avenue NOrth Storm Sewer Improvements, City of Oak Park Heights, lei City of Oak Park Heights and Stantec Consulting Services, Inc. are additional insureds on a primary and non-contributory basis within the scope of the insured's ongoing and completed operations on the General Liability, Automobile Liability and Umbrella policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Oak Park Heights ACCORDANCE WITH THE POLICY PROVISIONS. City Hall 14168 Oak Park Boulevard AUTHORIZED REPRESENTATIVE Oak Park Heights, MN 55082 / Pat Isom/PI ^ .s,.� / ..a7-.o-P.-•---• ■ ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I This document has important legal consequences; consultation with an attorney is encouraged with respect to its q Y g p use or modification. This document should be adapted to the particular circumstances of the contemplated IProject and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT I Prepared by IENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE I and Issued and Published Jointly by ACEC I ASCE American Society Nationat s+�ciety of Professional Engineers of Civil Engineers nrroteseirmaI Engineers in Private Pracfice IAMERICAN COUNCIL OF ENGINEERING COMPANIES IASSOCIATED GENERAL CONTRACTORS OF AMERICA IAMERICAN SOCIETY OF CIVIL ENGINEERS PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE I A Practice Division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS IEndorsed by I CONSTRUCTION SPECIFICATIONS INSTITUTE I I IEJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. 0072 05 ed for use with the Suggested Forms of A These General Conditions have been prepared gg Agreement Between g Owner and Contractor (EJCDC C-520 or C-525, 2007 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the Narrative Guide to the EJCDC Construction Documents (EJCDC C-001, 2007 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (EJCDC C-800, 2007 Edition). I I 1 I I Copyright © 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 1 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703) 548-3118 • www.agc.org 1 The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 05 I 1 STANDARD GENERAL CONDITIONS OF THE I CONSTRUCTION CONTRACT ITABLE OF CONTENTS Page I I I I 1 Article 1 —Definitions and Terminology I I I I I I III 1.01 Defined Terms 1 1.02 Terminology 5 Article 2. 2—Preliminary Matters 6 2.01 Delivery of Bonds and Evidence of Insurance 6 2.02 Copies of Documents 6 2.03 Commencement of Contract Times;Notice to Proceed 6 2.04 Starting the Work 7 2.05 Before Starting Construction 7 06 Preconstruction Conference; Designation of Authorized Representatives 7 2.07 Initial Acceptance of Schedules 7 Article 3 —Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 8 3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 9 3.05 Reuse of Documents 10 3.06 Electronic Data 10 Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 11 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 Article 5 —Bonds and Insurance 16 5.01 Performance, Payment, and Other Bonds 16 5.02 Licensed Sureties and Insurers 16 5.03 Certificates of Insurance 17 5.04 Contractor's Insurance 17 5.05 Owner's Liability Insurance 19 5.06 Property Insurance 19 5.07 Waiver of Rights 20 5.08 Receipt and Application of Insurance Proceeds 21 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page i 00 72 05 1 I 5.09 Acceptance of Bonds and Insurance; Option to Replace 21 5.10 Partial Utilization, Acknowledgment of Property Insurer 22 I Article 6-Contractor's Responsibilities 22 6.01 Supervision and Superintendence 22 6.02 Labor; Working Hours 22 i 6.03 Services, Materials, and Equipment 23 6.04 Progress Schedule 23 6.05 Substitutes and "Or-Equals" 23 6.06 Concerning Subcontractors, Suppliers, and Others 26 6.07 Patent Fees and Royalties 27 6.08 Permits 28 6.09 Laws and Regulations 28 6.10 Taxes 28 6.11 Use of Site and Other Areas 28 6.12 Record Documents 29 6.13 Safety and Protection 29 6.14 Safety Representative 30 6.15 Hazard Communication Programs 31 6.16 Emergencies 31 6.17 Shop Drawings and Samples 31 6.18 Continuing the Work 33 6.19 Contractor's General Warranty and Guarantee 33 6.20 Indemnification 34 6.21 Delegation of Professional Design Services 34 Article 7-Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 7.03 Legal Relationships 36 Article 8-Owner's Responsibilities 36 I 8.01 Communications to Contractor 36 8.02 Replacement of Engineer 37 8.03 Furnish Data 37 8.04 Pay When Due 37 8.05 Lands and Easements; Reports and Tests 37 1 8.06 Insurance 37 8.07 Change Orders 37 8.08 Inspections, Tests, and Approvals 37 8.09 Limitations on Owner's Responsibilities 37 8.10 Undisclosed Hazardous Environmental Condition 38 8.11 Evidence of Financial Arrangements 38 8.12 Compliance with Safety Program 38 Article 9-Engineer's Status During Construction 38 9.01 Owner's Representative 38 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page ii 00 72 05 1 City of Oak Park Heights 14168 Oak Park Blvd. N•Box 2007•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax(651)439-0574 August 20th, 2012 Leigh Ann Waldbillig 2424 Valley View Ave. Maplewood,MN 55119 RE: Utility Easement request. Dear Ms.Waldbillig: As you may be aware,the City is conducting a remediation of a failed private storm sewer utility located upon and serving your town home properties located between 5802 and 5814 Olene Ave.so that it will drain properly from the SW rear yard,asphaltic area to a downstream drainage area across and under Olene Ave.One necessary element is the securing(see enclosed approximate utility easement enn to install a storm sewer pipe from the current catch basin to Olene Ave e Accordingly,the City asks that you provide 5'of easement,extending south from your north property line to the City so that this new east-west storm sewer pipe can be installed.Once installed the City will restore the site, maintain the pipe and which will correct sinkholes in your rear yard and in other neighbor's yards downstream eliminating significant liability for your townhome's association,informal as it may be. If this is acceptable to you please sign and have notarized the enclosed easement document and mail it back the City Attorney's Office at: Eckberg Lammers Attn:Mark Vierling 1809 Northwestern Ave. 1illwater,MN 55082 usp tdira' you may have questions and I can be reached at 651-439-4439 7 J Th • , �'nso y dministrator /C : Mark Vierling,City Attorney Weekly Notes 1 t; ■ 9.02 Visits to Site 38 9.03 Project Representative 39 9.04 Authorized Variations in Work 39 9.05 Rejecting Defective Work 39 I 9.06 Shop Drawings, Change Orders and Payments 39 9.07 Determinations for Unit Price Work 40 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work 9.09 Limitations on Engineer's Authority and Responsibilities 40 40 9.10 Compliance with Safety Program 41 Article 10-Changes in the Work; Claims 41 10.01 Authorized Changes in the Work 41 10.02 Unauthorized Changes in the Work 10.03 Execution of Change Orders 41 41 10.04 Notification to Surety 42 I 10.05 Claims 42 Article 11 -Cost of the Work; Allowances;Unit Price Work 43 11.01 Cost of the Work 11.02 Allowances 43 46 11.03 Unit Price Work 46 Article 12-Change of Contract Price; Change of Contract Times 47 12.01 Change of Contract Price 47 12.02 Change of Contract Times 48 12.03 Delays 48 11I Article 13 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work 13.01 Notice of Defects 49 49 13.02 Access to Work 49 13.03 Tests and Inspections 13.04 Uncovering Work 49 50 13.05 Owner May Stop the Work 51 I 13.06 Correction or Removal of Defective Work 13.07 Correction Period 51 51 13.08 Acceptance of Defective Work 52 I13.09 Owner May Correct Defective Work 52 Article 14-Payments to Contractor and Completion 53 I 14.01 Schedule of Values 53 14.02 Progress Payments 53 14.03 Contractor's Warranty of Title 56 I 14.04 Substantial Completion 56 14.05 Partial Utilization 57 14.06 Final Inspection 14.07 Final Payment 58 58 14.08 Final Completion Delayed 59 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. AU rights reserved. Page iii 00 72 05 I 14.09 Waiver of Claims I 59 Article 15— Suspension of Work and Termination 15.01 Owner May Suspend Work 60 15.02 Owner May Terminate for Cause 60 15.03 Owner May Terminate For Convenience 60 15.04 Contractor May Stop Work or Terminate 61 61 Article 16—Dispute Resolution 16.01 Methods and Procedures 62 62 Article 17—Miscellaneous 17.01 Giving Notice 62 17.02 Computation of Times 62 17.03 Cumulative Remedies 63 17.04 Survival of Obligations 63 17.05 Controlling Law 63 17.06 Headings 63 63 I I I I I I I I I I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page iv 00 72 05 1 I ARTICLE 1 —DEFINITIONS AND TERMINOLOGY I1.01 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 iparagraphs, 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. by 3. Application for Payment—The form�oc acceptable requesting progress or final payments and Contractor during the course of the q which is to be accompanied by such supporting documentation as is required by the IContract Documents. 4. Asbestos—Any material that contains more current action levels is releasing asbestos fibers into the air ab ove cu 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. 1 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 Isecurity 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 I Owner and authorizes an addition, deletion,issuedvon or after Wthe Effective Date oft e Contract Price or the Contract Times, Agreement. i10. 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 Idemand 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 I concerning the Work. The Contract supersedes prior negotiations, representations, or agreements,whether written or oral. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 1 of 62 00 72 05 1 I 12. Contract Documents—Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 13. Contract Price—The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment. 15. Contractor—The individual or entity with whom Owner has entered into the Agreement. 16. Cost of the Work—See Paragraph 11.01 for definition. 17. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 18. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer—The individual or entity named as such in the Agreement. 20. Field Order—A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21. General Requirements—Sections of Division 1 of the Specifications. 22. Hazardous Environmental Condition—The resence at p the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 23. Hazardous Waste—The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 2 of 62 00 72 05 I funds,25. Liens—Charges, security interests, or encumbrances upon Project f real property, or personal property. 26. 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. 27.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, tOwner will sign and deliver the Agreement. 28.Notice to Proceed—A written notice given Owner and onwhich Contrafor fixing date on which shall start to perform the Contract Times will commence the Work under the Contract Documents. 29. Owner—The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs—Polychlorinated biphenyls. 31. 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. 1 32. 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. 33. Project—The total construction of which the Work to be performed under the Contract 1 Documents may be the whole, or a part. 34. Project Manual—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. 35. 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 36. Resident Project Representative—The authorized representative of Engineer time who to may time.be assigned to the Site or any part thereof. 37. 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 will be judged. 38. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 3 of 62 00 72 05 39. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 40. Shop Drawings All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 41. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 42. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. 43. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 44. Substantial Completion—The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 45. Successful Bidder—The Bidder submitting a responsive Bid to whom Owner makes an award. I 46. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. I 47. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 48. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 49. Unit Price Work—Work to be paid for on the basis of unit prices. I 50. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 4 of 62 00 72 05 I 1 construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 51. 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 1.02.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 i (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 from midnight to the next midnight. 1 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 b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 5 of 62 00 72 05 c. has been damaged prior to Engineer's recommendation ommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). E. Furnish, Install, Perform, Provide: 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or ,I equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When "furnish," "install," "perform," or " r "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" is implied. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS I 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts p of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. B. Evidence of Insurance: Before any at Work the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 2.02 Copies of Documents A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement or, if a Notice to 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 6 of 62 00 72 05 I I Agreement. In no event will the Contract Times commence to run later than the sixtieth day III after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. I2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to I run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. I2.05 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless I otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: 1. 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; I2. a preliminary Schedule of Submittals; and I 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during I performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.06 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, I 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 Imaintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual I to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. I2.07 Initial Acceptance of Schedules I A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. IContractor shall have an additional 10 days to make corrections and adjustments and to I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 7 of 62 00 72 OS I CO I complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable p e to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. I 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 —CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent I A. The Contract Documents are complementary; what is required by one is as binding as if required by all. 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 from 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,p s, 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, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright CO 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 8 of 62 00 72 05 I I employees, agents, consultants, or subcontractors, any duty or authority to supervise or I direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 11 3.03 Reporting and Resolving Discrepancies Reporting Discrepancies: IA. 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract I 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 I shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 1 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) I any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) 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 I 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. I 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual Iknowledge thereof. B. Resolving Discrepancies: 1 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or I discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, or code, or the instruction of any I Supplier (whether or not specifically incorporated by reference in the Contract Documents);or b. the provisions of any Laws or Regulations applicable to the performance of the Work I (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 1 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in Ithe Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 9 of 62 00 72 OS I B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order; 2. Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph II 6.17.D.3); or 3. Engineer's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof p on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. B. The prohibitions of this Paragraph 3.05 will survive fmal payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract 111 Documents for record purposes. 3.06 Electronic Data I 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 1 a 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. I 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 10 of 62 00 72 05 I I ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; 1 HAZARDOUS 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. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to Owner of physical conditions relating to existing surface or 1 subsurface structures at the Site (except Underground Facilities). 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 1 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 11 of 62 00 72 05 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or I 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith(except as aforesaid) until receipt of written order to do so. 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 4.03.A; 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 12 of 62 00 72 05 I I contiguous areas required by the Bidding Requirements or Contract Documents to be Iconducted 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. h amount or extent, If Owner and Contractor are unable to agree on entitlement to or on the , g if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be I 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 I (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. I4.04 Underground Facilities I A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground IFacilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and I 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: Ia. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; Ic. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction; and Id. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. IB. Not Shown or Indicated: I 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further I disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. IEngineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 13 of 62 00 72 05 1 I consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. I 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 14 of 62 00 72 05 1 1 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; (ii) stop all Work in connection Iwith 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 jOwner 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 timely obtain required permits and provide Contractor the written notice required by Paragraph 4.06.E. E. Contractor shall not be required to resume Work in connection with such condition or in any taffected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or I Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Para g05. F. If after receipt of such raph 10.written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, 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 a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is E EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 15 of 62 00 72 05 1 responsible. Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. I H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, 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 a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental I Condition uncovered or revealed at the Site. ARTICLE 5—BONDS AND INSURANCE 1 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 furnish 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. The evidence of authority shall show that it is effective II 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.B, 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.B and 5.02. ' 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained I by Owner or Contractor shall be obtained from surety or insurance companies that are duly EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 16 of 62 00 72 05 i I 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 1 purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of I insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. 1 C. Failure of Owner to demand such certificates or other evidence of Contractor's full compliance with these insurance requirements or failure of Owner to identify a deficiency in compliance from the evidence provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. D. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor. E. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. 5.04 Contractor's Insurance A. Contractor shall purchase and maintain such insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 17 of 62 00 72 05 a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person for any other reason. 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: t 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, 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 at least until 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: I a. Such insurance shall remain in effect for two years after final payment. 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 one year thereafter. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 18 of 62 00 72 05 i I 5.05 Owner's Liability Insurance IA. 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. I5.06 Property Insurance A. Unless otherwise provided in the Supplementary Conditions,ions, Owner r the full replacement hsa and j maintain property insurance upon the Work at the Site t be provided in the Supplementary cost thereof (subject to such deductible amounts as may p Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of Ithem, each of whom is deemed to have an insurable interest and shall be listed as a loss payee; I2. be written on a Builder's Risk "all-risk" policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than that caused by flood), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; 1 5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 7. be maintained in effect until final payment is mad written unless othwise agreed other loss payee by o I Owner, Contractor, and Engineer with 30 days whom a certificate of insurance has been issued. B. Owner shall purchase and maintain such equipment breakdown insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Pas of 62 Engineers for EJCDC. All rights reserved. 00 72 05 members, partners, employees, agents, consultants and subcontractors of each each of whom is deemed to have an insurable interest and shall be listed as a lossnpaee of them, C. All the policies of insurance (and the certificates or other evidence purchased an d maintained 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 30 days prior written notice has been given to Owner an d 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. D. Owner shall not be responsible for purchasing and maintaining an y property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of an y deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering an y such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. E. If Contractor re uests in q wasting 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. 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, an d Engineer, 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 and Contractor waive all rights against each other and their respective officers, directors, members, partners, employees, agents, consultants and subcontractors of each an d an y 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, 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. 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 20 of 62 00 72 05 1 I B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. e C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the loss payees, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order. B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties. 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.B. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 21 of 62 00 72 05 I 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 I 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 I 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 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 1 6.01 Supervision and Superintendence i A. Contractor shall supervise, inspect, an d direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the I 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. I 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work I and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. I B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all I Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. I I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 22 of 62 00 72 05 I I 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto. ' 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents 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 permitted, 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. 1. "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 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 23 of 62 00 72 05 r I 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; I 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 named in the Contract Documents. 2. Substitute Items: a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor t 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 information 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. I c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as supplemented by the General Requirements, and as Engineer may decide is appropriate under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: 1) shall certify that the proposed substitute item will: 1 a) perform adequately the functions and achieve the results called for by the general I design, b) be similar in substance to that specified, and c) be suited to the same use as that specified; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 24 of 62 00 72 05 r 1 2) will state: 1 a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of Substantial Completion on time, b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed ! substitute item, and c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; 3) will identify: a) all variations of the proposed substitute item from that specified, and bs available engineering, sales,maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or ' indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or ' procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2. C. Engineer's Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole 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.B. 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 1 such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of ' EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 25 of 62 00 72 05 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. F. Contractor's Expense: Contractor shall provide all data a 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.B), 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 1 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, 1 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 Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the g Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 26 of 62 00 72 05 I sections of the Specifications and the identifications of any Drawings shall not F. The divisions and se p control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor the Supplier will o be Supplier pursuant which I appropriate agreement between Contractor specifically binds the Subcontractor or Supplier to the applicable terms conditi agony of the Contract Documents for the benefit of Owner and Engineer. with a Subcontractor or Supplier who is listed as a loss payee on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Spp entit aivedentifi rights in ainst the Owner, Contractor, Engineer, and all other individuals o Supplementary Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any property e insurance be sppnedble to the Work. If the insurers on any such policies require separate by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident design,uproces the IIlI performance of the Work or the incorporation in the Work of any product, or device which is the subject of patent rights is specified in the Contract Documents particular invention, design, process, product, or device p for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is 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. Contractor shall indemnify and hold C. To the fullest extent permitted by Laws and Regulations, partners, employees, harmless Owner and Engineer, and the officers, directors,of them from sand against all claims, agents, consultants and subcontractors of each and any 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional of 62 Engineers for EJCDC. All rights reserved. 00 72 05 r Work of any invention, design, process, product, or device not Documents. specified in the Contract 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 chaes and inspection fees necessary for the prosecution of the Work which are applicable at he time f 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 111 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 111 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 time at the te 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 of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor 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. 6.10 Taxes A. Contractor shall pay all ' p y sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. t 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 28 of 62 00 72 05 r I damage to any such land or area, or to the owner or occupant thereof, responsibility for any damag Y or of any adjacent land or areas resulting from the performance of the Work. made by any such owner or occupant because of the performance of 2. Should any claim be m Y Y the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. Contractor shall indemnify and 3. To the fullest extent permitted by Laws and Regulations, partners, and Ihold harmless Owner and Engineer, and the officers, directors, members, p 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 claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. IB. Removal of Debris During Performance of the Work: During the progress of the Work ' Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration f by the Contract Documents. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. I 6.12 Record Documents ' A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Work Change Directives, Field Orders, and written Specifications, Addenda, Change Orders, 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 roved Sho Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. I 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.e or property in the performance of t relieve I Subcontractors of their responsibility for the safety persons their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional 29 of 62 Engineers for EJCDC. All rights reserved. 00 72 05 I take all necessary precautions for the safety of, and shall rovide the ' prevent damage, injury or loss to: p e necessary protection 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 persons or property, or to the protection of persons or property from dams e relating safety 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. E. All damage, injury, or loss to any ro ert referred P y ed to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). I 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. ' EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 30 of 62 00 72 05 I 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. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. ' B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 31 of 62 00 72 05 1 C. Submittal Procedures: 1 1. Before submitting each Shop Drawing or Sample, Contractor shall have: 1 a. reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; c. determined and verified the suitability of all materials offered with respect to the I indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 1 d. determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations I that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer's Review: i 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible I with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) 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. I 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.C.3 and Engineer has given written approval of EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 32 of 62 00 72 05 t I each such variation by specific written notation thereof incorporated in or accompanying the I Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. IE. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required I 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. I6.18 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 Imay otherwise agree in writing. 6.19 Contractor's General Warranty and Guarantee IA. 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, I partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. IB. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than I Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 1 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract I 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 perform the Work in accordance with the Contract Documents: I1. observations by Engineer; I2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related Ithereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; I5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 33 of 62 00 72 05 I 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 6.20 Indemnification I A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, 111 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 the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable . B. In any and all claims against Owner or Engineer or any of their officers, directors, members, I partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer's officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation of 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 34 of 62 00 72 05 I 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 ilicensed professional, whose signature and seal 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 I 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 I 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.D.1. IE. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. IARTICLE 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 I 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: I1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if I any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. I B. Contractor shall afford each other contractor who is a party to such a direct c 3ntract, each utility owner, and Owner, if Owner is performing other work with Owner's em p to ees, p re p and safe access to the Site, provide a reasonable opportunity for the introduction and storage of I materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, Iexcavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 35 of 62 00 72 OS 1 affected. The duties and responsibilities of , p Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 1 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 7.03 Legal Relationships A. Paragraphs 7.O1.A and 7.02 are not a pp licabl e for utilities t>es not under the control t of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's wrongful actions or inactions. 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—OWNER'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. 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 36 of 62 00 72 05 w 8.02 Replacement of Engineer jA. 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 furnish 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.C. 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.B. 8.09 Limitations on Owner's Responsibilities 1 A. The Owner shall not supervise, direct, or have control or authority over, nor 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. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 37 of 62 00 72 05 8.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements I A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents. 8.12 Compliance with Safety Program A. While at the Site, Owner's employees and representatives s shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed pursuant to Paragraph 6.13.D. ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. 9.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, I direct, 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 I applicable to the performance of the Work. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 38 of 62 00 72 05 I I 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 functioning 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 perform 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. 9.05 Rejecting Defective Work 1 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 6.21. C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer's authority as to Applications for Payment, see Article 14. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 39 of 62 00 72 05 I 9.07 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed ' by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 1 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question. I B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believes that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. I C. Engineer's written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. 1 D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limitations on Engineer's Authority and Responsibilities I A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not supervise, direct, 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. Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 40 of 62 00 72 05 r 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 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 1 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 Work 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.D. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 41 of 62 00 72 05 I r 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. I 10.04 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. 10.05 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim shall be delivered by the claimant to Engineer and the other party to the Contract promptly(but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Times shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 42 of 62 00 72 05 I I C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1 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 of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, 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 11.01.B, and shall include only the following items: 1 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 43 of 62 00 72 05 1 2. Cost of all materials and equipment furnished 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 Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, ' with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, I machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and d for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than 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, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 44 of 62 00 72 05 property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than 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. Such losses shall include settlements made with the 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. g. 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 overed by schedule of job 11.01.A.4, all tof which are to be Paragraph 11.01.A.1 or specifically Y Paragraph 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 11.01.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 set in Paragraph 12.01.C.basis of Cost of the Work, Contractor's fee s hall be determined as s EJCDC C-700 Standard General Conditions of the Construction Contract ' Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 45 of 62 00 72 OS r D. Documentation: Whenever the Cost of the Work for any , to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain determined in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances I A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances: 1. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any of materials and equipment required by the allowances to be delivered lat the Site,discounts) of all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 46 of 62 00 72 05 r I D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance Iwith Paragraph 10.05 if 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and Isignificantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work; and I3. 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 I Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. IARTICLE 12 —CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price IA. 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 I the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. I 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: I 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 I2. 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 Iand 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 I and agreement to a lump sum is not reached under Paragraph 12.01.B.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 12.01.C). IC. Contractor's Fee: The Contractor's fee for overhead and profit shall be determined as follows: I1. 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 Ivarious portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor's fee shall Ibe 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractor's fee shall be five percent; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 47 of 62 00 72 05 1 i 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 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.O1.C.2.e, inclusive. 12.02 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times 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. 1 B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 12.03 Delays I A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as p erg contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 48 of 62 00 72 05 1 ' in the performance or progress of the Work by fire, flood, epidemic, C. If Contractor is delayed p 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 s. adjustment is essential to Contractor's ability to comp exclusive remedy for the delays describedein lete the Work wit the Contract Such an adjustment shall be Contractor's sole and this Paragraph 12.03.C. 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 htn the control within Contractor.the control of a Subcontractor or Supplier shall be deemed to be delay s ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects 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. B. Owner shall employ and pay for the services of an independent testing except:loratory to perform all inspections,tests, or approvals required by the Contract Documents 1. for inspections,tests, or approvals covered by Paragraphs 13.03.0 and 13.03.D below; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional of 62 Engineers for EJCDC. All rights reserved. 00 72 05 2. that costs incurred in connection with tests or inspections conducted ur , 13.04.B shall be paid as provided in Paragraph 13.04.C; and p suant to Paragraph 3. as otherwise specifically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection 1 with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected,p cted, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. C. If it is found that the uncovered Work is 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 uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 50 of 62 00 72 05 I I 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 II II I 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 impair 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 II 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 6.11.A 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 51 of 62 00 72 05 B. If Contractor does not promptly comply with the terms of emergency where delay would cause serious risk of loss or damage,eOwner instructions, the defective Work corrected or repaired or may have the rejected Work removed and replaced. 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 repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. 1 E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a I waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner may do so. 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) attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and for the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's recommendation of final payment, 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, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct, or remedy any such deficiency. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 52 of 62 00 72 05 r I B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed I expeditiously. In connection with such corrective or remedial action, Owner may exclude 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, I 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, I 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. I 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 I 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 Iparties 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 I 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. IARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION I 14.01 Schedule of Values A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for I 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. I14.02 Progress Payments I A. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment I (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 I 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 I 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 I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 53 of 62 00 72 05 I i arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for or Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the , Agreement. B. Review of Applications: 1. 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 I 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 1 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: I 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 I 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. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. • Page 54 of 62 00 72 05 I 1 1111 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 d. to make an y ke examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. part of any payment if, in Engineer's 5. Engineer may refuse to recommend the whole or any p to opinion, it would be incorrect to make the representations sOu h_ payment olrn, Paragraph 14.02.B.2. Engineer may also refuse to recommend any because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Payment Becomes Due: 1. Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment: 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or furnishing of the Work; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional pas of 62 Engineers for EJCDC. All rights reserved. 00 72 05 b. Liens have been filed in connection with the Work, except where Contractor I delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. umerated in 2. If Owner refuses to make a p yment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly 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.C.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. 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 determine 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 I 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 56 of 62 00 72 05 r 1 certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial Completion, ' Engineer's aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the tentative list. I 1 14.05 Partial Utilization A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, subject to the following conditions: 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and ' substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner, and Engineer will follow the procedures of Paragraph 14.04.A through D for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. ' EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 57 of 62 00 72 OS 1 14.06 Final 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. 14.07 Final Payment ' A. Application for Payment: 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections ' identified during the fmal 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.B.6; b. payment; of the surety, if any, to final , c. a list of all Claims against Owner that Contractor believes are unsettled; and I d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance: 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the fmal Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 58 of 62 00 72 05 I I Payment, indicate in writing Engineer's recommendation of payment and present the I Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment I to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. IC. Payment Becomes Due: 1 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to Iliquidated damages, will become due and will be paid by Owner to Contractor. 14.08 Final Completion Delayed IA. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment I (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully Icompleted or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment I of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing fmal payment, except that it shall not constitute a Iwaiver of Claims. 14.09 Waiver of Claims IA. 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 I 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 Iaccordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. I I I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 59 of 62 00 72 05 I ARTI — ' ARTICLE 15 SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work i A. At any time and without cause, Owner may suspend the Work or any portion thereof for a 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. The occurrence of any one or more of the following events will justify termination 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; I 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: I 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 full extent they could be used by Contractor (without liability to Contractor for trespass or conversion); 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner I has paid Contractor but which are stored elsewhere; and 3. complete the Work as Owner may deem expedient. I C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds 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) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 60 of 62 00 72 05 1 • I fired to obtain the lowest price for the remedies under this Paragraph, Owner shall not be requ IWork performed. D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated I if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. IE. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor due r Contractor by Owner will not release I accrue. Any retention or payment o f moneys Contractor from liability. I F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B and 15.02.C. II 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and I without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): I1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and Iprofit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and I furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; I3. 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 I dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 1 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 IA. 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 I 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, I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 61 of 62 00 72 05 I upon seven days written notice to Owner and Engineer, 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.C.3 or 10.05.D shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: I 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Claim to a court of competent jurisdiction. ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 62 of 62 00 72 05 1 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto addition vailable to any or all of themtrnwhich are way as a limitation of, any rights and remedies otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations I A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive fmal payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controlling Law 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. I i EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 63 of 62 00 72 05 1 I I I I I 1 I 1 This Page Left Blank Intentionally I 1 I I I I i I I r SECTION 00 73 05 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction r Contract (No. C-700, 2007 Edition) and other provisions of the Contract Documents as indicated below. 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 stated 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. ARTICLE 1 - DEFINITIONS AND TERMINOLOGY SC-1.01.A44 The definition of Substantial Completion has been defined in the Agreement. SC-1.02 Add the following new paragraph immediately after Paragraph 1.02.F: G. The Specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words "shall be"are included by inference where a colon (:) is used within sentences or phrases. ARTICLE 2- PRELIMINARY MATTERS SC-2.02 Owner shall furnish to Contractor 1 printed copy and 1 electronic (PDF) version of the Contract Documents. Additional printed copies may be obtained as directed in the Invitation for Quotes. Limitations of use of electronic and printed documents are described in the Instructions to Bidders, General Conditions. r ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS SC-4.02 Delete Paragraphs 4.02.A and 4.02.B in their entirety and insert the following:. A. No reports of explorations or tests of subsurface conditions at or contiguous to the Site, or drawings of physical conditions relating to existing surface or subsurface structures at the Site, are known to Owner. SC-4.06 Delete Paragraphs 4.06.A and 4.06.B in their entirety and insert the following: rA. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner. B. Not Used. r r SUPPLEMENTARY CONDITIONS ©2012 Stantec 1 193802260 00 73 05- 1 I ARTICLE 5 - BONDS AND INSURANCE I SC-5.01 Add the following new paragraph immediately after Paragraph 5.01.C: D. Separate Performance and Payment Bonds should be submitted utilizing EJCDC Form C-610 and C-615 (2007 Edition) or a similar bond form if approved by Owner. SC-5.04 Add the following new paragraph immediately after Paragraph 5.04.B: I C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: I 1. Worker's Compensation and related coverages under Paragraphs 5.04.A.1 and A.2 of the General Conditions a. State Statutory b. Applicable Federal (e.g., Longshoreman's) Statutory c. Employer's Liability $1,000,000 2. Contractor's General Liability under Paragraphs 5.04.A.3 through A.6 of the General Conditions, which shall include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of Contractor a. General Aggregate $2,000,000 b. Products - Completed Operations Aggregate $1,000,000 c. Personal and Advertising Injury $1,000,000 d. Each Occurrence (Bodily Injury and Property Damage) $2,000,000 e. Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. f. Excess or Umbrella Liability 1) General Aggregate $1,000,000 2) Each Occurrence $1,000,000 Umbrella excess liability shall be a combined single limit which shall provide excess liability insurance over Commercial General Liability, Comprehensive Automobile Liability, and Employers Liability. 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Combined Single Limit- Bodily injury and property damage. All owned, non-owned, and hired vehicles. $2,000,000 4. The Contractual Liability coverage required by Paragraph 5.04.B.4 of the General Conditions shall provide coverage for not less than the following amounts: a. Bodily Injury: Each Person $1,000,000 Each Accident $1,000,000 b. Property Damage: Each Accident $1,000,000 Annual Aggregate $1,000,000 6. The following persons or entities shall be included as additional insured on the Commercial Liability, Comprehensive Automobile Liability, and Umbrella Excess Liability. This coverage shall be primary and noncontributory: a. Owner b. Engineer SC-5.06.A Amend the first sentence of Paragraph 5.06.A to read: A. Contractor shall purchase and maintain during the entire construction period a Builders Risk Property Insurance Policy in the amount of the full replacement cost of the entire 1 SUPPLEMENTARY CONDITIONS ©2012 Stantec I 193802260 00 73 05-2 I I Work at the Site. The insurance policy shall comply with the provisions of Paragraph 5.06.A1 through 5.06.A7. A minimum deductible of$1,000 each claim shall apply to this insurance and the risk of loss of the applicable deductible shall be born by I Contractor, subcontractor, or others suffering such loss. In addition, the provisions of Paragraphs 5.07, 5.09, and 5.10 shall apply with the exception that Contractor shall act as fiduciary for the insureds as their interest may appear and adjust the loss with the I insurance company. SC-5.06.A Add the following new item immediately after Item 5.06.A7: I 8. The Builder's Risk Insurance required herein shall apply to projects involving construction of structures and buildings only.The requirements of this Section shall be waived on projects involving only underground utilities, grading, street I improvements, and similar construction work but any damage or loss to property shall be at the sole responsibility of Contractor until final acceptance of the Work. 9. Comply with the requirements of Paragraph 5.06C of the General Conditions. IARTICLE 6- CONTRACTOR'S RESPONSIBILITIES SC-6.06 Add the following new paragraphs immediately after Paragraph 6.06.G: I H. Pursuant to Minnesota Statute, Contractor shall be fully responsible to pay subcontractors, suppliers, and other entities within 10 days of the Contractor's receipt of I payment for undisputed services provided by the subcontractor, supplier, or other entity. Contractor shall pay interest of 1-1/2 percent per month or any part of a month to the subcontractor, supplier, or other entity on any amount not paid on time to the subcontractor, supplier, or other entity.The minimum monthly interest penalty payment for an unpaid balance of$100 or more is $10. For an unpaid balance of less than $100, I the Contractor shall pay the actual penalty due to the subcontractor, supplier, or other entity. A subcontractor, supplier, or other entity who prevails in a civil action to collect I interest penalties from a Contractor must be awarded its costs and disbursements, including attorney's fees included in bringing the action. I. Owner may furnish to any Subcontractor or Supplier, to the extent practicable, I information about amounts paid to Contractor on account of Work performed for Contractor by a particular Subcontractor or Supplier. I SC-6.08.A Amend the first sentence of Paragraph 6.08.A by replacing the words"the Supplementary Conditions"with the words"Division 01." SC-6.17 Add the following new paragraphs immediately after Paragraph 6.17.E: I F. Contractor shall furnish required submittals with sufficient information and accuracy in order to obtain required approval of an item with no more than three submittals. Engineer will record Engineer's time for reviewing subsequent submittals of Shop I Drawings, samples, or other items requiring approval and Contractor shall reimburse Owner for Engineer's charges for such time. G. In the event that Contractor requests a change of a previously approved item, I Contractor shall reimburse Owner for Engineer's charges for its review time unless the need for such change is beyond the control of Contractor. SC-6.19.A Delete the words"representation of"in the second sentence. ISUPPLEMENTARY CONDITIONS 00 73 05 3 ©2012 Stantec 1 193802260 I I ARTICLE 10 - CHANGES IN THE WORK; CLAIMS SC-10.05.B Amend the first sentence of Paragraph 10.05.B by replacing the words"30 days"with the words"10 days."Amend the third sentence of Paragraph 10.05.B by replacing the words"60 days"with the words"30 days." ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK SC-11.03 Delete paragraph 11.03.D in its entirety and insert the following in its place: D. Payment for the Quote Items on a Unit Price basis under this Contract shall be on the basis of quantities actually used in the construction, regardless of the estimated quantities shown in the Quote Form. No revision to the Contract Unit Prices for the Quote Items shall be considered or allowed due to variations of the actual quantities from the estimated amounts. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC-13.07.A Amend the first sentence of Paragraph 13.07.A by striking out the words`one year"and inserting the words"two years." I ARTICLE 14- PAYMENTS TO CONTRACTOR AND COMPLETION SC-14.02.B5 Add the following new item immediately after Item 14.02.B5d: I e. Contractor's failure to make acceptable submittals in accordance with the accepted schedules. I ARTICLE 16 - DISPUTE RESOLUTION SC-16.01 Delete Paragraph 16.01.0 in its entirety and insert the following in its place: I 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.C3 or 10.05.D shall become final and binding 30 days after termination of the mediation, unless within that time period Owner or Contractor: 1. elects in writing to demand arbitration of the claim, pursuant to Paragraph SC-16.02, or 2. agrees with the other party to submit the claim to another dispute resolution process. SC-16.02 Add the following new paragraph immediately after Paragraph 16.01: 16.02 Arbitration A. All claims or counterclaims, disputes, or other matters in question between Owner and Contractor arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of Final Payment as provided by Paragraph 14.09), including but not limited to those not resolved under the provisions of Paragraphs SC-16.01.A and 16.01.B, will be decided by arbitration in accordance with the Construction Industry Dispute Resolutions Procedures of the American Arbitration Association then in effect subject to the conditions and limitations of this Paragraph SC-16.02. This agreement to arbitrate and any other ©2012 Stantec 1 193802260 SUPPLEMENTARY CONDITIONS 007305-4 I I agreement or consent to arbitrate entered into will be specifically enforceable under the prevailing law of any court having jurisdiction. B. The demand for arbitration will be filed in writing with the other party to the Contract and with the selected arbitrator or arbitration provider and a copy will be sent to Engineer for information. The demand for arbitration will be made within the 30-day period specified in Paragraph SC-16.01.0 and in all other cases within a reasonable time after the claim or counterclaim, dispute, or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim or other dispute or matter in question would be barred by the applicable statue of limitations. C. No arbitration arising out of or relating to the Contract Documents shall include by consolidation,joinder, or in any other manner any other individual or entity (including Engineer, Engineer's consultants and the officers, directors, partners, agents, employees, or consultants of any of them) who is not a party to this Contract, unless: 1. the inclusion of such other individual or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration; and 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings. D. The award rendered by the arbitrator(s) shall be consistent with the agreement of the parties in writing and include: (i) a concise breakdown of the award; (ii) a written explanation of the award specifically citing the Contract Document provisions deemed applicable and relied on in making the award. E. The award will be final. Judgment may be entered upon it in any court having jurisdiction thereof and it will not be subject to modification or appeal, subject to provisions of the Controlling Law relating to vacating or modifying an arbitral award. F. The fees and expenses of the arbitrators and any arbitration service shall be shared equally by Owner and Contractor. END OF SECTION I I 1 I I t SUPPLEMENTARY CONDITIONS ©2012 Stantec 1 193802260 00 73 05-5 I 1 I I I I I I This Page Left Blank Intentionally I I I I I I I I SUPPLEMENTARY CONDITIONS ©2012 Stantec 1 193802260 00 73 05-6 I I 1 SECTION 01 10 00 SUMMARY PART 1 GENERAL 1.01 SUMMARY I A. Section Includes 1. Basic description of the Project and Work restrictions. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 SUMMARY OF WORK A. Project Name: Olene Avenue North Storm Sewer Improvements for the City of Oak Park Heights, Minnesota. B. Description of Work: Project consists of the construction of storm sewer and drainage structures. 1.04 COMPLETION DATES A. Substantial Completion: Set forth in the Agreement. B. Final Completion: Set forth in the Agreement. 1.05 LIQUIDATED DAMAGES A. Provisions for liquidated damages, if any, are set forth in the Agreement. 1.06 WORK RESTRICTIONS A. Use of Site 1. Contractor responsible for snow removal and disposal from the Owner's property if necessary to maintain access and working space during construction. 2. Keep existing driveways and entrances clear and available to the public and to the Owner. 3. If additional space is needed, obtain and pay for such space off Site. B. Access to Site 1. Residents shall have access to all side streets and driveways between 7 P.M. to 7 A.M. 1 1.07 OTHER WORK AT SITE A. Home construction within the development will be in process during the installation of utilities and streets. Access to the building sites must be maintained at all times. B. The installation and revision of electric power, telephone lines, gas lines, and cable TV by private utilities is anticipated. SUMMARY ©2012 Stantec 1 193802260 01 10 00- 1 1 C. Allow private utility crews free access to the Site and a reasonable amount of time to complete I I their work. PART 2 PRODUCTS I Not Used. PART 3 EXECUTION I Not Used. END OF SECTION I I I I I I I I I I I I I I ©2012 Stantec l 193802260 SUMMARY 011000-2 I I SECTION 01 20 00 IPRICE AND PAYMENT PROCEDURES PART 1 GENERAL I1.01 SUMMARY I A. Section Includes 1. Administrative and procedural requirements for pricing of Work and request for payment procedures. I1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 ALTERNATES A. None I1.04 QUOTE UNIT PRICES A. Provide access and assist Engineer in determining actual quantities of Quote Unit Price work. IB. Provide documentation to substantiate Quote Unit Price work. II C. If the Contractor delivers and places more of any material that is paid for on a Quote Unit Price basis than is required to perform the Work and thereby causes the materials to be wasted, the quantity wasted will be deducted from the final measurement for that Quote Item. I1.05 PAYMENT PROCEDURES A. Engineer will provide initial Application for Payment Form at the Preconstruction Conference. B. Submit 1 preliminary copy of progress payment application for review, consistent with Article 14 of the General Conditions. Submit 4 signed copies of Application for Payment to Engineer prior to the dates identified at the Preconstruction Conference. C. Attach the following supporting documentation, in addition to the requirements of General Conditions Article 14: I1. Documentation to substantiate Quote Unit Price work. 2. Updated construction schedule consistent with Section 01 33 00. IPART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION ©2012 Stantec 1 193802260 PRICE AND PAYMENT PROCEDURES 012000-1 I I I I I I I I I This Page Left Blank Intentionally i I I I I I I I I I 1 ISECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION 1 PART 1 GENERAL I1.01 SUMMARY I A. Section Includes 1. General requirements for overall Project coordination. 1.02 PRICE AND PAYMENT PROCEDURES IA. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total IBase Quote. 1.03 UTILITIES IA. Notify Gopher State One Call before starting construction in a given area requesting utility locates in the Site. I B. Project Utility Sources: Coordinate Work with the following utility owners. The following utilities are known to be on the Site and are shown on the Drawings in a general way: 1. Water: Owner. I 2. Sanitary Sewer: Owner. 3. Storm Sewer: Owner. 4. Electric: Xcel Energy. 1 5. Gas: Xcel Energy. 6. Communications: CenturyLink. C. Owner requires a 48-hour notice for all utility interruptions. I1.04 PERMITS I A. Apply for, obtain, and comply with other permits, licenses, and approvals which may be required for the Project. 1.05 SURVEYING AND CONSTRUCTION OBSERVATION IA. Provide Engineer a minimum of 48-hour notice in advance of the need for establishing lines, grades, measurements, grade checks, and observation of Work. I1.06 PROJECT MEETINGS I A. Administrative Requirements 1. Project Superintendent or persons designated by the Contractor to attend and participate in the Project meetings shall have all required authority to commit the Contractor to solutions 1 agreed upon in the Project meetings. 2. Engineer will set the time, sites, and prepare the agenda for the meetings. I PROJECT MANAGEMENT AND COORDINATION ©2012 Stantec 1 193802260 01 31 00-1 I 1 3. Engineer will prepare meeting minutes and distribute 1 copy to Contractor. Notify Engineer of inaccuracies or discrepancies in the meeting minutes within 5 calendar days of receipt of the minutes. 4. The attendance and cooperation of subcontractors and suppliers may be required. I B. Preconstruction Conference 1. Provisions for the Preconstruction Conference are set forth in the General Conditions. 2. Requirements for preconstruction submittals are set forth in the General Conditions. Submittal procedures shall be consistent with Section 01 33 00. C. Progress Meeting Procedures ' 1. Engineer may schedule construction progress meetings throughout the duration of the Project to assess the progress of the Work, identify and discuss Project related issues, and discuss near-term construction activities. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION I r I 1 1 t 1 t PROJECT MANAGEMENT AND COORDINATION ©2012 Stantec 1 193802260 0131 00-2 I ' SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 GENERAL 1.01 SUMMARY ' A. Section Includes 1. General procedures and requirements for submittals during the course of construction. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 SEQUENCING AND SCHEDULING ' A. Schedule submittals consistent with the Contractor's schedule of shop drawings. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 CONSTRUCTION SCHEDULE A. Submit preliminary schedule and progress schedule consistent with the General Conditions. ' B. Prepare schedules on 8.5 inch by 11 inch sheets showing overall sequence of construction. Organize the schedule by work activity. Identify separate stages of each work activity: 1. List work items in chronological sequence. Show beginning and completion dates of each activity. Include all activities with an estimated duration of 3 days or longer. 2. Provide space for revisions and notations. 3. Identify interrelations between activities. 4. Include estimated times for preparation of submittals by Contractor, processing and review of ' submittals by Engineer, fabrication, delivery, installation, testing, start-up, instruction of Owner, and clean-up. C. As Work progresses, revise, update, and resubmit schedule as requested by Engineer. At a ' minimum, update schedule with each Application for Payment. Show all activities started or finished since previous schedule was submitted and show percentage of completion for each activity. 3.02 EMERGENCY CONTACT UST A. Before any Work at the Site is started, submit a typed list on 8.5 inch by 11 inch paper outlining 24-hour on-call contacts for the Project. This list shall include the Contractor's safety representative, key representatives from the Contractor, subcontractors, and suppliers. Include the following information for each contact: I SUBMITTAL PROCEDURES ©2012 Stantec 1 193802260 01 33 00-1 t 1. Company name. , 2. Contact person(s). 3. Local and mobile phone numbers. 4. Fax number. 3.03 SHOP DRAWINGS AND MANUFACTURERS'INFORMATION A. Conform to the requirements of the General Conditions, except as modified herein. , B. The minimum sheet size shall be 8.5 inches by 11 inches. Non-legible copies will not be reviewed. C. Submit a minimum of 3 copies of shop drawings, plus the quantity of copies the Contractor wants returned. Each copy shall contain the following information: 1. Date of submission and date of any previous submittals. 2. Project Title. 3. Names Of: Contractor, subcontractor, supplier, and manufacturer. 4. Identification of product and Specification Section number. 5. Identification of revisions from previous submittals. 6. A 4 inch by 4 inch blank space for the Engineer's stamp. D. Engineer's review will be in conformance with the requirements of the General Conditions, except as modified herein. E. Engineer will stamp shop drawings and indicate requirements for Contractor's review or resubmittal as follows: 1. "Approved"—Appears that items covered by the submittal will, after installation or incorporation into the Work, conform to the Contract Documents and appears to be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. "Approved as Noted"—Appears that items covered by the submittal will, after installation or incorporation into the Work, conform to the Contract Documents and appears to be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents, except as noted by Engineer. 3. "Revise and Resubmit"—Appears that items covered by the submittal will not, after installation or incorporation into the Work, conform to the Contract Documents and will not be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Work cannot proceed until the submittal is revised and resubmitted conforming to the resubmittal procedures described in the General Conditions. 4. "Rejected"—Work covered by the submittal is not complete or it appears that items covered by the submittal will not, after installation or incorporation into the Work, conform to the Contract Documents and will not be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Contractor shall conform to the resubmittal procedures described in the General Conditions. F. Engineer will return reviewed submittals to Contractor by U.S. Postal Service general delivery. If , Contractor wants Engineer to expedite return delivery, Contractor shall notify Engineer in writing and reimburse Owner for delivery plus 15-percent mark-up. 3.04 TEST REPORTS A. Submit 3 copies of all inspections, tests, and approvals required in the Specification. ' 1 SUBMITTAL PROCEDURES ©2012 Stantec 1 193802260 01 33 00-2 1 3.05 MATERIAL AND SAFETY DATA SHEETS A. Furnish Owner with current copies of Material Safety Data Sheets for all chemicals and products on Site. END OF SECTION 1 1 I I I I 1 I 1 I SUBMITTAL PROCEDURES ©2012 Stantec 1 193802260 01 33 00-3 I 1 1 1 1 r r 1 r This Page Left Blank Intentionally 1 r i t I 1 1 1 r I ISECTION 01 40 00 QUALITY REQUIREMENTS PART 1 GENERAL 1 1.01 SUMMARY I A. Section Includes 1. Information required for conformance to regulatory requirements. 2. Quality assurance. 3. Procedures to measure and report the quality and performance of the Work. I1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. I1.03 REFERENCE STANDARDS A. Whenever reference is made to the Minnesota Department of Transportation Specifications, such I reference shall mean"Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) and all subsequent revisions and supplements. The word"Engineer"is understood to refer to the Engineer for the Owner. I1.04 SUBMITTALS I A. Prior to start of Work, submit testing laboratory name for various specified tests for approval by Engineer. B. Laboratory test results or analysis. IC. Manufacturer's certificates of quality control or performance. 1 1.05 WORKMANSHIP A. Comply with industry standards of the region, except where more restrictive tolerances or specified Irequirements indicate more rigid standards or more precise workmanship. 1.06 TESTS AND INSPECTIONS IA. Conform to the requirements of the General Conditions, except as modified herein. B. Notify Engineer 48 hours prior to expected time for operations requiring tests and inspections. IC. Provide incidental labor and facilities to obtain and handle samples at Site or source, transport samples to laboratory, facilitate tests and inspections for storing and curing of test samples. I1.07 LABORATORY REPORTS A. After each inspection and test, submit 3 copies of Laboratory Report to Engineer. I QUALITY REQUIREMENTS ©2012 Stantec 1 193802260 0140 00-1 1 B. Include: Date issued, Project title and number, name of inspector, date and time of sampling or inspection, identification of product and Specifications Section, location in the Project, type of inspection or test, date of test, results of tests, and conformance with Contract Documents. 1.08 LABORATORY RESPONSIBILITIES A. Test samples and perform field tests. i B. Provide qualified personnel. Cooperate with Engineer and Contractor in performance of services. C. Ascertain compliance with the requirements of the Contract Documents. 1 D. When requested by Engineer, provide interpretation of test results. 1.09 LIMITS ON TESTING LABORATORY AUTHORITY 1 A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of Contractor. 1 D. Laboratory has no authority to stop Work. 1.10 MANUFACTURER'S CERTIFICATES I A. If requested by Engineer, submit manufacturer's certificate with shop drawings certifying that products meet or exceed specified requirements executed by responsible officer. 1.11 MANUFACTURER'S FIELD SERVICES A. Provide qualified representative to observe field conditions, conditions of surfaces and installation, I and quality of workmanship. PART 2 PRODUCTS 1 Not Used. PART 3 EXECUTION Not Used. I END OF SECTION 1 1 1 1 QUALITY REQUIREMENTS ©2012 Stantec 1 193802260 0140 00-2 1 1 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1 1.01 SUMMARY A. Section Includes 1. Temporary utilities and miscellaneous temporary facilities required during construction. B. Products furnished but not installed under this Section or products installed but not furnished under this Section. C. Related Sections 1. Section 31 23 00 - Excavation and Fill. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Quote Item has been provided for Mobilization. Measurement is Lump Sum. This will be considered payment in full for all work and costs of this Quote Item. The amount of the Lump Sum Quote shall not exceed 5 percent of the Total Base Quote a. Partial payment of the Lump Sum Quote Item"Mobilization"will be made using a percentage based on the following: 1 Cumulative Percent of Mobilization Item Paid First Partial Payment 50 1 Percent of original Contract amount earned - 25 70 Percent of original Contract amount earned - 50 90 Percent of original Contract amount earned -100 100 2. A Quote Item has been provided for Traffic Control. Measurement is Lump Sum a. This shall be considered payment in full for all labor, equipment, and materials associated with the required Traffic Control devices for the entire Project. b. This Quote Item shall include but not be limited to furnishing, installing, and relocating the Traffic Control due to various road closures, daily maintenance, and ultimate removal of all such devices used over the duration of the Contract or as directed by the Engineer: c. Partial payment of the Lump Sum Item"Traffic Control"will be made using a percentage based on the following: Cumulative Percent of Traffic Control Item Paid First Partial Payment 50 1 Percent of original Contract amount earned—25 70 Percent of original Contract amount earned — 50 90 Percent of original Contract amount earned— 100 100 3. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. I TEMPORARY FACILITIES AND CONTROLS ©2012 Stantec 1 193802260 01 50 00-1 I 1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction,"2005 Edition (MnDOT Spec.). , B. The Minnesota Manual on Uniform Traffic Control Devices (MMUTCD), including the Field Manual on Temporary Traffic Control Zone Layouts — Latest edition. C. Minnesota Department of Transportation Traffic Engineering Manual. 1.04 SUBMITTALS 1 A. Construction Staging Plan consistent with Section 01 33 00, including the following information: 1. Sequence of construction and traffic control. 2. Streets closed or restricted during any stage of construction. 3. Provisions for routing any detoured traffic as permitted. 4. Specific signs, striping, and other traffic control devices to be utilized. I B. Traffic Management Plan consistent with Section 01 33 00, including the following information: 1. Haul and access routes. 2. Permits or applications required by local authorities. 3. Temporary facilities required. PART 2 PRODUCTS I Not Used. PART 3 EXECUTION 1 3.01 MOBILIZATION A. Move personnel, equipment, materials, and all other items required to complete the Work at the , Site. B. Establish Contractor offices, building, or other facilities necessary for Work on the Project. 1 C. Temporarily hold or relocate utilities and any miscellaneous structures, such as signs, power poles, guy wires, and mailboxes disturbed. 3.02 TEMPORARY UTILITIES A. Provide and maintain all temporary facilities, utilities, and controls as long as needed for the safe I and proper completion of the Work. Remove all temporary facilities, utilities, and controls as rapidly as progress will permit or as directed by Engineer. B. Temporary Water for Construction 1. Obtain water for construction from Owner at a hydrant. Obtain a meter and backflow prevent or assembly from Owner. Return to Owner at completion. There is no charge for meter use during construction. 2. Owner will pay for the costs of the water. 1 TEMPORARY FACILITIES AND CONTROLS ©2012 Stantec 1 193802260 01 50 00-2 I I 3.03 CONSTRUCTION FACILITIES IA. Sanitary Facilities 1. Comply with all governing regulations, including safety and health codes, for sanitary fixtures and facilities. I 2. Provide self-contained toilet units, or water and sewer connected temporary toilet facilities, consistent with governing regulations. Contractor may not use Owner's toilet facilities. 3. Provide and maintain adequate supply of toilet tissue, paper towels, paper cups, and similar I disposable materials appropriate for each facility. Provide appropriate covered waste containers for used material. I3.04 TEMPORARY CONSTRUCTION A. Pumping and Dewatering 1. Provide draining, pumping, dewatering, and cleaning operations necessary to complete the Work. 2. Provide all necessary pumping to remove all surface water and groundwater from structures as required for the Work. Provide erosion control measures for discharge of water. I3. Protect Site and adjacent property to avoid damage. 3.05 TRAFFIC CONTROL IA. General 1. The Contractor shall provide and maintain all traffic control devices in accordance with the approved Construction Staging Plan. All traffic control devices and other protective measures I shall conform to MMUTCD. 2. The Contractor will not be permitted to park vehicles as to obstruct a traffic control device. The parking of workers' vehicles will not be allowed within the Project limits, unless so approved by the Engineer. 3. The Contractor will not be permitted to store materials or equipment within 30 feet of through traffic, unless approved by the Engineer. If materials or equipment must be stored within I 30 feet of through traffic, the Contractor shall provide barricades or barriers, as directed by the Engineer, to warn and protect traffic. 4. The Contractor shall conduct Work in a manner which will allow access to all properties within and adjacent to the Project by fire, police, and emergency vehicles. I 5. The Contractor is responsible to maintain all unpaved surfaces. The surface shall be watered and bladed as directed by the Engineer. I B. Construction Staging Plan 1. Within 10 days following the approval of the Contract, the Contractor shall provide the Engineer with a Construction Staging Plan and a Traffic Management Plan. The Engineer may accept, reject, or suggest alterations to the plans. These plans shall reflect the following Iconditions: a. The Contractor shall provide a method of protecting traffic from open excavation areas. b. Minimum through-lane lane widths of 10 feet will be maintained at all times. I c. 2-way traffic(1 lane in each direction) will be maintained at all times. d. The Contractor may request changes to the Construction Staging Plan at any time. No change or deviation will be permitted without approval of the Engineer. e. Provide access for emergency vehicles and busses to all residences at all times. f. The Contractor will re-establish access to all driveways at the end of each day. I TEMPORARY FACILITIES AND CONTROLS ©2012 Stantec I 193802260 01 50 00-3 I g. For all traffic lane switches, interim pavement markings shall be installed in accordance I with Chapter 8 of the Traffic Engineering Manual.There will be no direct compensation for interim pavement markings. h. The Contractor shall furnish, install, and maintain "ROAD WORK AHEAD" and "END ROAD WORK" signs in advance of and beyond each end of the construction limits. The Contractor shall also furnish, install, and maintain "ROAD WORK AHEAD" signs in advance of the construction limits on all intersecting roads and streets. i. The staging shall be undertaken to provide street access and local access to adjacent properties as directed by the Engineer.The Engineer may modify the requirements for traffic control as deemed necessary due to field conditions. j. Contractor shall remove traffic control devices at the conclusion of the Work. I C. Vehicle Warning Light 1. All Contractors', subcontractors', and suppliers' mobile equipment, which are working in the lane closure or within 15 feet of the lane closure, shall be equipped with operable warning lights which meet the appropriate requirements of the SAE Specifications. This would include any vehicle which enters the traveled roadway at any time. The SAE Specification requirements I are as follows: a. 360-Degree Rotating Lights - SAE Specification 3845. b. Flashing Lights - SAE Specification 3595. c. Flashing Strobe Lights - SAE Specification 31318. D. Temporary Lane Closures 1. Temporary Lane Closures shall conform to the following: a. A"short-term"lane closure or traffic restriction shall be one that is in-place only during the Contractor's work hours. b. Temporary "short-term" lane closures by the Contractor, consistent with time restrictions, will be permitted during those hours and at those locations approved by the Engineer. Requests for "short-term" lane closures shall be made at least 24 hours prior to such closures. The Contractor shall furnish, erect, and maintain all traffic control devices I required for these closures. No direct compensation will be made for temporary lane closures. c. Application of traffic control devices shall be in accordance with the Field Manual. d. Lane closures will not be permitted during inclement weather, nor any other time when, in the opinion of the Engineer, the lane closures will be a hazard to traffic. e. When a temporary lane closure is used by the Contractor, the closure shall be incidental work and no direct compensation will be made therefore. E. Traffic Control Devices 1. Daily inspect and insure that all traffic control devices required by the construction are in accordance with the MMUTCD. Any discrepancy between the actual devices in use and the required devices shall be immediately rectified. At least 1 nighttime inspection shall be made each week. I 2. The Contractor shall furnish qualified flagpersons to adequately control traffic when needed or as directed by the Engineer. Qualified flagpersons shall comply with the requirements set forth in the Flagging Handbook Section of the Field Manual. Flagpersons are required to protect construction vehicles during unloading of construction materials. I 3. Furnish names, addresses, and phone numbers of at least 3 individuals responsible for the placement and maintenance of traffic control devices. At least 1 of these individuals shall be "on call"24 hours per day, 7 days per week during the time any traffic control devices furnished and installed by the Contractor are in place. 4. Respond to any request from the Engineer to improve or correct the usage of traffic control devices on or related to this Project within 1 hour of the time of notification. I TEMPORARY FACILITIES AND CONTROLS ©2012 Stantec 1 193802260 01 50 00-4 1 I5. Keep all traffic control signs and devices in a legible condition. This shall include but not be limited to removing grime and dust deposited on any device by traffic, natural causes, or when requested by Engineer. F. Failure to Complete The Work On Time 1. The Contractor will be subject to an hourly charge for failure to maintain the traffic control I devices. Non-compliance charges, for each incident, will be assessed at a rate of$250 per hour for each hour or any portion thereof with which the Engineer determines that the Contractor has not complied. I 2. The Contractor will be subject to an hourly charge for failure to remove temporary lane restrictions within the permitted hours, unless authorized by the Engineer. Non-compliance charges, for each incident, will be assessed at a rate of$500 per hour for each hour or any I portion thereof with which the Engineer determines that the Contractor has not complied. 3.06 TEMPORARY BARRIERS AND ENCLOSURES I A. Temporary Barriers 1. Provide temporary covers, enclosures, markers, and barriers as necessary to protect Work. 2. Damage to the Site caused by removal of temporary fencing, including postholes, shall be I promptly repaired by Contractor. At no time shall the Work remain unattended if a dangerous condition exists. END OF SECTION I I I I I I I I I I TEMPORARY FACILITIES AND CONTROLS I ©2012 Stantec 1 193802260 01 50 00-5 1 1 1 1 i 1 1 1 1 This Page Left Blank Intentionally 1 1 1 1 1 1 1 1 1 1 SECTION 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.01 SUMMARY ' A. Section Includes 1. Managing storm water runoff and other Project related water discharges to minimize sediment pollution during construction. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Quote Items have been provided for temporary measures to control soil erosion and sedimentation. Payment at the Quote Unit Price will be considered compensation in full for all Work necessary to complete the Quote Item in full, including installation, maintenance, sediment removal, repairs, and removals. 80-percent partial payment will be made upon ' installation and 20-percent payment will be made upon removal and restoration a. Inlet Protection: Measurement will be by each. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. B. Related Sections I 1. Section 31 23 00— Excavation and Fill. 2. Section 32 92 00 —Turf and Grasses. I 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) 1. 2130—Application of Water. 2. 2573 — Storm Water Management. 3. 2575 —Controlling Erosion and Establishing Vegetation. B. MPCA's NPDES General Stormwater Permit for Construction Activity. ' 1.04 SUBMITTALS A. Certification and Sampling 1. Furnish a manufacturer's certification stating that the material supplied conforms to the I requirements of this Section.The certification shall include or have attached typical results of tests for the specified properties, representative of the materials supplied. 1.05 QUALITY ASSURANCE A. Erosion Control Supervisor: Provide an Erosion Control Supervisor to direct the erosion control operations and insure compliance with Federal, State, and Local ordinances and regulations. ©2012 Stantec 1 193802260 TEMPORARY EROSION AND SEDIMENT CONTROL 015713-1 I B. Certified Installers: Provide a certified installer to install or direct installation of erosion or sediment 1 control practices. Certification shall be obtained through the University of Minnesota Erosion Control Inspector/Installer Certification program, or approved equal. 1.06 PERMITS A. Project does not disturb 1 or more acres of total land area and is not part of a larger common plan of development or sale that will ultimately disturb 1 or more acres. Submission of the application I for the MPCA's General Stormwater Permit for Construction Activity is not required. 1.07 SEQUENCING AND SCHEDULING I A. Install sediment control measures as needed at the direction of the Engineer. B. Schedule and coordinate the Work so that permanent erosion and sediment control BMPs, such as basin construction, rip rap placement, and permanent seeding, are directly incorporated into the supplement permanent erosion and sediment control BMPs with temporary BMPs. Place temporary BMPs when permanent erosion control cannot be achieved. Coordinate construction operations so I that erosion and sediment control measures (permanent or temporary) are installed and maintained concurrently with the rest of the Work of the Project. C. Coordinate and schedule the Work of subcontractors such that erosion and sediment control I measures are fully executed for each operation and in a timely manner over the duration of the Project. Develop a chain of responsibility for all subcontractors and operators on the Project to ensure that permit provisions are adhered to. D. Infiltration areas and constructed infiltration systems should not be constructed until the contributing drainage area and/or adjacent construction has been completely stabilized. When this I timing of construction is not possible, the Contractor shall insure sediment from exposed soil areas of the Project does not enter into the infiltration area or system. E. Stabilization timeframes shall conform to the NPDES General Stormwater Permit for Construction Activity. F. Prior to Project shutdown for the winter or other periods of a week or more, the Site shall be I adequately protected from erosion and off Site damage by covering exposed soils with mulch and establishing perimeter controls. G. Establish permanent turf in accordance with Section 32 92 00 to prevent excessive soil erosion. PART 2 PRODUCTS I 2.01 STORM DRAIN INLET PROTECTION A. Inlet protection for paved streets with concrete curb and gutter: The following methods are I acceptable: 1. Conform to the details on the Drawings. 2. Catch Basin Inserts: I a. Road Drain by Wimco, LLC (www.roaddrain.com). b. Lange Industries (www.langeindustries.com), or approved equal. c. Filter bag insert conforming to MnDOT Spec. 3890.3 subject to Site and approved by the Engineer. I TEMPORARY EROSION AND SEDIMENT CONTROL ©2012 Stantec 1 193802260 01 57 13-2 1 I • IPART 3 EXECUTION 3.01 GENERAL IA. Comply with all applicable laws, ordinances, regulations, permit requirements, orders and decrees pertaining to erosion/sediment control and stormwater discharge during the conduct of the Work. IB. Take necessary precautions against damage to the Project by action of the elements. I C. Implement the Project's NPDES Stormwater Pollution Prevention Plan (SWPPP) and take necessary actions to prevent off Site damage resulting from Work conducted on the Project or Project related stormwater runoff. I D. Minimize the amount of disturbed land that is susceptible to erosion at any time. Delineate areas not to be disturbed 1. Exclude vehicles and construction equipment from area not to be disturbed to preserve natural I vegetation 2. Maintain and preserve riparian and naturally vegetated buffer strips (10 feet minimum distance) along water courses. I3.02 INSTALLATION A. General: Install temporary stormwater management and sediment control devices in conformance Iwith the details, typical sections, and elevations shown on the Drawings. B. The location of temporary stormwater and sediment control devices may be adjusted from that I shown on the Drawings to accommodate actual field conditions and increase the effectiveness of the installation. C. Storm Drain Inlet Protection 1. Provide effective storm drain inlet protection over the life of the Project until all sources with potential for discharging to inlets have been paved or stabilized. 2. Place devices so that driving hazards or obstructions are not created.The devices must be I cleaned out regularly and all devices must have an emergency overflow to reduce flooding potential. I3.03 MAINTENANCE A. Conform to MnDOT Spec. 2573.3M, NPDES permit, and as follows: 1. Inspect, maintain, and repair any washouts or accumulations of sediment that occur as a result I of the grading or construction. Restoration consists of grade repair, turf re-establishment, and street sweeping of mud and debris tracked from the Site. 2. Inspection of all erosion and sediment control items will take place immediately after each I runoff event and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 3. The Contractor shall maintain the temporary sediment control devices until they are no longer I necessary and are removed: a. Maintenance consists of keeping the devices functioning properly. 4. Upon final acceptance of the Project and establishment of permanent erosion control measures, the Contractor shall remove all temporary erosion control measures. IB. Sediment Removal: Conform to MnDOT Spec. 2573.3N 1. If an erosion control device has been reduced in capacity by 30 percent or more, the IContractor shall restore such features to their original condition. TEMPORARY EROSION AND SEDIMENT CONTROL ©2012 Stantec I 193802260 01 57 13-3 I I C. Control dust blowing and movement on Site and roads as directed by Engineer to prevent I exposure of soil surfaces, to reduce on and off Site damage, to prevent health hazards, and to improve traffic safety. END OF SECTION I I I I I I I I I I I I I I TEMPORARY EROSION AND SEDIMENT CONTROL ©2012 Stantec 1 193802260 01 57 13-4 I SECTION 01 70 00 EXECUTION REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY IA. Section Includes 1. Requirements for overall execution of the Work and closeout of the Contract for Final Payment. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Quote Item has been provided for Street Sweeper With Pick Up Broom With Operator. Measurement will be by the units of hours that sweeper is operating to remove sediment and other deposits from adjacent streets. Street sweeping shall be at the direction of the Engineer on site. No payment shall be made for street sweeping required due to lack of sediment and erosion control of the site. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 SUBMITTALS A. Submit the following items consistent with the Conditions of the Contract and Division 01 Sections: 1. Record Documents. 2. Written Notification of Substantial Completion. 3. Executed Certificate of Substantial Completion. J 4. Written Notification of Final Completion. 5. Warranties, guarantees, Bonds, certificates, certificates of inspection, and other documents. 6. Final Application for Payment, including accompanying documentation. 7. IC-134 Form. 8. Receipt and Waiver of Mechanic's Lien Rights. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 EXAMINATION A. Acceptance of Conditions: By commencing Work, Contractor construes acceptance of the adjacent work as satisfactory to receive subsequent work. B. Existing Conditions: Before commencing Work, inspect work completed by others that is adjacent to Work. If adjacent conditions prevent completion of Work, Contractor will not commence Work until the conditions are corrected. C. Inspect each product immediately prior to installation. Remove damaged products from Site. I ©2012 Stantec 1 193802260 EXECUTION REQUIREMENTS 01 70 00- 1 I 3.02 GENERAL INSTALLATION REQUIREMENTS A. Comply with the manufacturer's instructions for installation of manufactured products to the extent that these instructions are applicable and more explicit or more stringent than requirements indicated in the Contract Documents. B. Secure Work true to line and level, within recognized industry tolerances, with anchorage devices designed and sized to withstand stresses, vibration, and rocking. C. Install each element of work during weather conditions and Project status to ensure coordination of the Work. Isolate each element of work from incompatible work as necessary to prevent deterioration. D. Record installation details and prepare Record Documents consistent with the General Conditions. 3.03 SITE MAINTENANCE A. Maintain stockpiles, excavations, access roads, and all other work areas free from dust. Employ dust abatement techniques whenever a dust nuisance or hazard occurs, or as directed by Engineer. Comply with local ordinances. B. Protect hazardous work areas and hazardous material storage areas. C. Protect trees, unless specifically indicated on Drawings. D. Clean access roads and haul routes with mechanical street sweeper. E. If Contractor fails to maintain Site, Engineer will provide Written Notice of Contractor's defective Work. Contractor will be given 12 hours from the Notice to clean Site. After the 12-hour period, Owner may correct the defective Work consistent with Article 13.09 of the Conditions of the Contract. 3.04 CLEANING AND PROTECTION A. Clean and protect Work in progress and adjoining Work during handling and installation. Apply protective covering on installed Work where it is required to ensure freedom from damage or deterioration. B. Clean and perform maintenance as frequently as necessary throughout construction period. Adjust and lubricate operable components to ensure operability without damage effects. 3.05 CUTTING AND PATCHING A. Complete all cutting, fitting, and patching as necessary to join the new Work to existing conditions. B. Remove or cut existing work only as necessary to join the new work to the existing construction or as required by the Contract Documents. C. Patch defective and incomplete surfaces caused or exposed by Work of the Project. D. Repair any damage to existing conditions and patch to match. ■ EXECUTION REQUIREMENTS 017000-2 ©2012 Stantec 1 193802260 I E. Existing construction designated by the or otherwise damaged or defaced beyond Contract pa asoa result f Work by the Contractor dwill be cracked, considered unsuitable for the use intended and shall be removed and replaced by the Contractor. 3.06 CERTIFICATE OF COMPLIANCE WITH MINNESOTA STATUTES 290.92 AND 290.97 A. Upon completion of the Project and prior to Final Payment, the Contractor and all subcontractors shall complete Minnesota Department of Revenue Revised Form IC-134. This form, Affidavit for Obtaining Final Settlement of Contract with the State of Minnesota and any of its Political or Governmental Subdivisions, is to be signed by a Department of Revenue representative and forwarded to the Owner. Copies of this form can be obtained by writing to the Minnesota Department of Revenue, Mail Station 6610, St. Paul, MN 55146-6610 or by calling (651) 282-9999 or 1 (800) 657-3594. They are also available on their website: www.revenue.state.mn.us, or via email at withholding.tax Ca�state mn us. 3.07 RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS 1 A. Upon completion of the Project and prior to Final Payment, the Contractor and all subcontractors shall complete the Receipt and Waiver of Mechanic's Lien Rights. Copies of this form are shown on the following page and can be obtained from the Project Engineer. END OF SECTION I I 1 I I I I I I ©2012 Stantec 1 193802260 EXECUTION REQUIREMENTS 017000-3 I I I I I I I I This Page Left Blank Intentionally I I I 1 I a I II I I SECTION 02 41 13 SELECTIVE SITE DEMOLITION PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Complete or partial removal and disposal or salvage of at grade, above grade, and below grade structures and miscellaneous items. B. Related Sections 1. Section 31 23 00 — Excavation and Fill. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Quote Items have been provided for removal items. Payment at the Quote Unit Price will be considered compensation in full for all Work necessary to complete the Quote Item in full, including removal, salvage, storage, disposal, and reinstallation. 2. Measurement will be based upon the units as listed below for items removed, abandoned, or salvaged complete as specified. No measurement will be made of any removals that are not required.The actual quantity removed multiplied by the appropriate Quote Unit Price will be compensation in full for all Work and costs of the following Quote Items: a. Sawing Bituminous Pavement: Per lineal foot along the saw cut line as staked. b. Remove Bituminous Pavement: Per square yard without regard to thickness, including integral bituminous curb. c. Remove Catch Basin: Per each. d. Salvage and Reinstall Fence: Per lineal foot of the type specified. e. Salvage and Reinstall Mulch: Per lump sum. f. Salvage and Reinstall Light Pole: Per each. g. Salvage and reinstall signs and mailboxes will be incidental. 3. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) 1. 2104— Removing Pavement and Miscellaneous Structures. 1.04 DEFINITIONS A. Remove: To take away or eliminate from the Site by any method selected by the Contractor, including disposal of material. B. Salvage: To dismantle, disassemble, or remove carefully without damage so the item can be re- assembled, replaced, or reused in a workable condition equal to that existing before removal. C. Abandon: To fill, bulkhead, or close off pipes and structures so that no settlement or flow can occur. I SELECTIVE SITE DEMOLITION ©2012 Stantec 1 193802260 02 41 13-1 I 1.05 REGULATORY REQUIREMENTS A. Conform to MnDOT Spec. 2104.3C, with the following modifications: 1. Dispose of all materials designated for removal outside the Site at locations selected by Contractor. 2. Stockpile or temporarily store materials designated for salvage at locations provided by Contractor. 1.06 SCHEDULING A. Prior to starting Work, submit for review by the Engineer and approval by the Owner, a schedule showing the commencement, order, and completion dates of the various parts of this Work. B. Fill holes or depressions resulting from removal or salvage immediately. I C. Provide temporary surface restoration for traffic continuity where removal or salvage operations are completed within streets, driveways, or parking lots. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 GENERAL A. Dispose of all items removed, except for those items identified to be salvaged or recycled. Said disposal shall be in accordance with all laws, regulations, statutes, etc. B. Perform removal work without damage to adjacent retained work. Where such Work is damaged, the Contractor shall patch, repair, or otherwise restore same to its original condition at no expense to the Owner. C. Remove debris from the work area as often as necessary, but not less than at least once at the end of each workday. Debris shall be placed in approved containers to prevent the spread of dust and dirt. D. Execute the Work in a careful and orderly manner with the least possible disturbance to the public and occupants of buildings. E. Fill holes resulting from removals consistent with Section 31 23 00. 3.02 EXAMINATION I A. Meet with owners of signs to determine requirements for salvage, storage, and replacement. B. Develop plan acceptable to Engineer and postal service for maintaining mail service.Temporary relocations of mailboxes may be necessary. 3.03 PROTECTION A. Take all necessary precautions to adequately protect personnel and public and private property in the areas of Work. All Site fencing shall be in place prior to the start of any removal work. 1 SELECTIVE SITE DEMOLITION ©2012 Stantec 1 193802260 02 41 13-2 I ISECTION 32 11 23 AGGREGATE BASE COURSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Requirements for aggregate base course on a prepared subgrade. B. Related Sections 1. Section 32 12 01 - Flexible Paving (Municipal Projects). 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Quote Item has been provided for Aggregate Base, Class 5, 100 Percent Crushed. Measurement will be by the ton of material compacted in place as determined from weight tickets delivered to the Engineer. a. If the aggregate base course material is being wasted or placed excessively thick, the Owner reserves the right to deduct quantities that are in excess of Drawing thickness. Said quantities shall be based on material weighing 110 pounds per square yard of area per inch of thickness. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) 1. 2211 - Aggregate Base. 2. 3138 - Aggregate for Surface and Base Courses. 1.04 SUBMITTAL A. Submit gradation report on sample of aggregate base to be used. 1.05 SEQUENCING AND SCHEDULING A. Construct aggregate base only after all of the following have been completed: 1. Subgrade has been corrected for instability problems and successfully passed a test rolling test performed by the Contractor and witnessed by the Engineer. 2. Subgrade has been checked for conformance to line and grade tolerances (stringline). PART 2 PRODUCTS 2.01 MATERIALS A. Aggregate Base: Conform to MnDOT Spec. 3138, Class 5 aggregate. I AGGREGATE BASE COURSES ©2012 Stantec 1 193802260 32 11 23-1 I PART 3 EXECUTION 3.01 PREPARATION I A. Subgrade to be completed and approved by the Engineer prior to installation of aggregate base. 3.02 CONSTRUCTION REQUIREMENTS A. Conform to MnDOT Spec. 2211.3 1. Compact by mechanical means to 100-Percent Standard Proctor Density. 2. Install aggregate base in accordance with details on Drawings. 3. Deliver weight tickets to Engineer daily. 3.03 FIELD QUALITY CONTROL I A. The Owner shall have an independent testing laboratory sample the aggregate base materials, determine the moisture/density relationships and gradation, and perform field moisture/density tests at locations determined by Engineer. B. Line and Grade Tolerance: The final aggregate base surface will be checked for conformance to specified tolerances by the"stringline"method prior to approval to pave the surface. Grade shall be ±0.03 feet of grade. 3.04 PROTECTION I A. Protect aggregate base until it is covered by surface pavement. B. Keep aggregate base free of ruts and irregularities until covered by surface paving. C. Place water on aggregate base for dust control as required to eliminate nuisance conditions for adjacent properties. END OF SECTION I I I I I I AGGREGATE BASE COURSES ©2012 Stantec 1 193802260 32 11 23-2 I B. All street signs, traffic control signs, guy wires, mailboxes, posts, wood fence, etc. w interfere with construction shall be removed, stored safely, and replaced. which may C. Approved barriers or warning signs shall be provided as necessary. D. Provide and maintain temporary protection of existing structures designated to remain where removal work is being done, connections made, materials handled, or equipment moved. E. Do not close or obstruct walkways or roadways. Do not store or place materials in passageways or other means of egress. Conduct operations with minimum traffic interference. F. Take reasonable precautions to limit damage to existing turf. G. Holes or depressions created by removals shall not be left open for more than 1 day. Any hole within 10 feet of sidewalks shall be filled, suitably marked, or covered immediately. H. Avoid disturbance to any material beyond the limits required for new construction. 3.04 SAWING PAVEMENT A. Bituminous Pavement: Saw cut bituminous surfacing to full depth at the limits of partial removal prior to that removal, unless otherwise approved by the Engineer. 3.05 REMOVE BITUMINOUS SURFACING A. Remove bituminous in such a manner that the remaining surfacing is not damaged. B. Prior to restoring trench areas, the edges of the trench shall be trimmed back to a v a straight line which is parallel with the centerline of the trench. vertical face on 3.06 REMOVE MANHOLES AND CATCHBASINS A. Remove casting and cone section of structures a minimum of 3 feet below final grade. B. Remove entire structure including base g an y se slab. 3.07 SALVAGE AND REINSTALL A. Signs 1. In no case shall a traffic sign or street sign be removed or disturbed by Contractor without prior notification being given to Engineer and then only after satisfactory arrangements have been made for a temporary installation or its disposition. 111 a. Street identification signage shall be maintained at all times due to its importance to the 911 Emergency Response System. b. Remove and salvage all posts, A-frame angle brackets, stringers, as well as the nuts, bolts, and washers. c. Exercise reasonable care against damage to in-place signs during storage and installation. d. Remove signs damaged during construction and replace with new signs. B. Mailboxes 1. Remove and salvage existing mailboxes that interfere with the Work or whose access is restricted by the construction activities. 2. Place at temporary locations as directed by Engineer or as shown on Drawings. 3. Removal, temporary re-installation, and replacement shall occur such that mail delivery is not interrupted. ©2012 Stantec 1 193802260 SELECTIVE SITE DEMOLITION 02 41 13-3 I 4. Reinstall in locations as directed by Engineer. 1 5. Mailboxes, posts, and appurtenances damaged during construction shall be replaced with new at no charge to Owner. C. Fences 1. Salvage and store fence and posts material where they will not interfere with the Work. 2. After completion of Work, reinstall fence to the condition existing prior to removal. D. Light Poles 1. Coordinate work with utility company. 2. Reinstall as directed by Engineer. Notify Engineer of possible utility conflicts. 3. The light pole base shall be of the same shape, dimension, type, material and quality as original. I E. Mulch 1. Salvage existing mulch material where they will not interfere or become contaminated with the Work. 2. After completion of Work, reinstall to condition existing prior to removal. 3.08 FIELD QUALITY CONTROL A. Reinstalled items shall be of the same shape, dimension, location, and quality of the original item prior to construction. B. Items damaged during removal or salvaging operations shall be replaced with new material of equal type and quality of the damaged item when it was new. 3.09 DISPOSING OF MATERIAL I A. with state e of and local'rregulat regulations. Burying tof material and debris s s not allowed nwithin the Sitepliance with state 9 END OF SECTION I I I I I SELECTIVE SITE DEMOLITION 024113-4 ©2012 Stantec 1 193802260 SECTION 31 23 00 EXCAVATION AND FILL I PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Excavation and fill for roadways, foundations, channels, ponds, and other areas. B. Related Sections 1. Section 01 57 13 -Temporary Erosion and Sediment Control. 2. Section 02 41 13 - Selective Site Demolition. 3. Section 33 05 05 -Trenching and Backfilling. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) 1. 2105 - Excavation and Embankment. 1.04 QUALITY ASSURANCE A. Assist testing laboratory by excavating for density tests. Assist testing laboratory with obtaining material samples. 1.05 SEQUENCING AND SCHEDULING A. Perform finished grading and subgrade preparation as soon as possible after storm sewer construction. B. Complete finish grading all areas within 5 calendar days after backfilling trenches. PART 2 PRODUCTS 1 2.01 MATERIALS Not Used. PART 3 EXECUTION 3.01 GENERAL A. Conform to MnDOT Spec. 2105.3A, or modified herein. 1. Establish traffic control prior to excavations. 2. Establish the specified erosion control devices according to Section 01 57 13 prior to all excavations. EXCAVATION AND FILL ©2012 Stantec 1 193802260 31 23 00- 1 I 3. Notify utility companies of progress schedule so they can accomplish relocations, removals, and holding of lines. 4. Perform removals consistent with Section 02 41 13. 3.02 EXCAVATION OPERATIONS A. Conform to MnDOT Spec. 2105.3C, or as modified herein. 1. Excavation of unstable material below grade shall be done under the direction of the Engineer as the subsurface conditions are disclosed. 2. Notify Engineer immediately of any large boulders or ledge rocks encountered so proper measurement or profile can be made for pay quantities. 3. No solid rock will be allowed within 12 inches of the subgrade. 4. Provide and maintain temporary drainage facilities until permanent facilities are completed. 3.03 DISPOSITION OF EXCAVATED MATERIAL I A. Conform to MnDOT Spec. 2105.3D, or as modified herein. 1. No disposition of bituminous will be permitted within the Project limits. 3.04 PLACING EMBANKMENTS A. Conform to MnDOT Spec. 2105.3E. I 3.05 COMPACTING EMBANKMENTS A. Conform to MnDOT Spec. 2105.3F, or as modified herein. 1. Compaction required for embankment materials shall conform to the Specified Density Method with the testing location and rates being determined by the Engineer. 2. Clayey or silty soil used as fill will need to be placed at a water content sufficient to attain compaction (near the"optimum water content"defined in ASTM D698). It is the Contractor's responsibility to moisture condition the soil (wet or dry)to a uniform condition. Some on Site soils will be wet(or could be dry) and the Contractor shall not claim that this is a changed condition. 3. Backfilling of embankments shall be performed using on Site materials: If the Contractor is unable to meet the specified density requirements using that material due to excess moisture content, they shall immediately notify the Engineer of this condition. 4. The Contractor shall recognize that inclement weather (sometimes heavy) occurs during the construction season and the Contractor shall be responsible for protecting the moisture I, condition of soils during the construction phase. Such protection measures include sloping of exposed surfaces to promote runoff(avoid ponding) and compacting exposed surfaces prior to rain events to minimize infiltration. 3.06 FINISH OPERATIONS A. Conform to MnDOT Spec. 2105.3G, or as modified herein. I 1. Finish grading of subgrade prior to placement of an aggregate base course shall conform to the following tolerances: a. Not vary by more than 0.05 feet above or below the prescribed elevation at any point where a measurement is made. 2. Grading of the soils beneath the proposed topsoil shall be reviewed and approved by the Engineer prior to the start of the topsoil placement. I END OF SECTION I EXCAVATION AND FILL ©2012 Stantec 1 193802260 31 23 00-2 I SECTION 32 12 01 FLEXIBLE PAVING (MUNICIPAL PROJECTS) PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Hot plant mixed asphalt-aggregate mixtures for wearing and non-wearing pavement courses. 2. Bituminous tack coat. B. Related Sections 1. Section 32 11 23 -Aggregate Base Courses. 2. Section 33 05 17 -Adjust Miscellaneous Structures. 1.02 PRICE AND PAYMENT PROCEDURES 1 A. Measurement and Payment 1. Quote Items have been provided for Bituminous Non Wearing Course Mixture and Bituminous Wearing Course Mixture. a. Measured by the weight in tons of material placed and accepted for each specified Quote Item as stated in the Quote Form. Payment shall be made in accordance with the acceptance and payment schedules provided in the MnDOT 2360 Plant Mixed Asphalt Pavement—dated March 5, 2012. b. The Quote Unit Price includes both the bituminous course mixture and asphalt binder material. c. Partial payment will not exceed 70 percent of the total calculated payment until the required testing and product documentation is received and found to be acceptable to the Engineer. 2. Preparation of Bituminous Non Wearing: Measurement and Payment shall be considered incidental and shall include the following: a. Final clean up of the bituminous non wearing course with a power pickup broom. b. Final adjustment of the structures to conform to Section 33 05 17. 3. Bituminous tack coat shall be considered incidental to the bituminous Quote items. 4. 6"Bituminous Curb shall be considered incidental to the bituminous Quote items. 5. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) 1. MnDOT Specification 2360 Plant Mixed Asphalt Pavement dated March 5, 2012. A copy can be found at ht-t•: www.dot.state.mn.us materials bituminousdocs Specifications 2012 2360-2012.•df a. Within this document replace the words"Department Bituminous Engineer"or"District Materials Engineer"with the word"Engineer." 2. 2321 - Road-Mixed Bituminous Surface. 3. 2357 - Bituminous Tack Coat 4. 2535 - Bituminous Curb 5. Graded Aggregate For Bituminous Mixtures ©2012 Stantec 1 193802260 FLEXIBLE PAVING(MUNICIPAL PROJECTS) 321201 -1 I 1.04 SUBMITTALS A. Submit mixture design report to the Engineer. Conform to MnDOT Spec. 2360.2.F and 2360.2.G.8, and Division 01. B. Contractors shall submit mix design report for all projects, regardless of the size of the project. C. Contractor shall ter alssubmit Cont of Scheduleaccordance with MnDOT Spec. 2360.2.G.8 and MnDOT s most recent Ma 1.05 SEQUENCING AND SCHEDULING A. Aggregate base to be completed and approved by the Engineer prior to placement of bituminous surfaces. B. The Contractor shall provide a 48-hour notice for scheduling and noticing of the residents prior to paving operations. i C. Adjust structures prior to placement of bituminous wearing course as specified in Section 33 05 17. PART 2 PRODUCTS 2.01 MATERIALS typical section Detail A. Mixture Designation: Conform Residential Otreets - Low Volume as Non Wearing Course—SPNWB230B Drawing and Quote Form and Wearing Course—SPWEB240B. B. Conform to MnDOT Section 2360.2, except as modified herein. 2. Recycled Sludge Shingles is not allowed in in or pavements. I 2. Sewage Sludge Ash (SSA) C. Bituminous Tack Coat 1. Bituminous mulsified Asphalt, Cationic, CSS-1 orSCSS-1H. a. D. Mixture Quality Management(Quality Control/Quality Assurance): Conform to MnDOT Spec. 2360.4, except as modified herein. 1. Quality Control (QC)Testing:The Contractor will be allowed to provide the isProduction l s ing dal Sampling from the previous 3 days of production for each mixture type ate Angularity and Fine and Testing Rates indicated in Table 2360.4-E for Course Aggregate Aggregate Angularity.The Contractor will be allowed to provide is meet t etingdata from the previous 10 days of Contractor production for each mixture typ e re ate Specific Gravity, Sampling and Testing Rates indicated in Table 2360.4-E for TSR, Agg 9 and Asphalt Binder Content. 2. Quality Assurance testing will be completed at the discretion of the Engineer, testing rates will not exceed Table 2360.4-D and 2360.4-E. a. A verification sample will be taken by t part of ine r . test Contractor program.r will be required to use the verification companion sample as P I I FLIXIBLE PAVING(MUNICIPAL 2 PROJECTS) ©2012 Stantecl 193802260 i I PART 3 EXECUTION 3.01 GENERAL A Conform to the requirements of MnDOT Spec 2360.3, except as modified herein. placement of B. The Contractor to review the proposed paving sequence with the Engineer prior to p each bituminous course (lift). C. The proposed sequence shall address the: longitudinal seams, compaction, traffic control, hauling routes, and placement of pavement markings. D. Preparation of Bituminous Non Wear Course. broom and front end 1. Final clean up of the bituminous surface with the use of a power pickup loader. 2. Adjust structures conforming to the requirements of Section 33 05 17• In surface shall be the existing straight, and bituminous tack coat applied prior to placement of each E. Joints: Where new construction meets existing bituminous surfacing, uniformly milled or saw-cut bituminous course (lift). r joint construction, an existing bituminous surface new be The Owner Owner, 1. Fo ] bituminous surface not paved on the same day if, in the opinion of the the mix has or d to a point whe surfaces newamilllled or sawedaedge not match existing is necessary. the mix has cooled o a p where new construction does 2. Construct n (i.e wide wearing cou septo non-wearing course). construction (i. 3.02 RESTRICTIONS A. Conform to MnDOT Section 2360.3A, except as modified herein.to paving. approved by the Engineer prior t p B. All street surfaces checked and app placement of any bituminous pavements. C. Existing bituminous surfaces must be dry prior and during p shall not be placed when the air temperature in the shade and away from artificial D. Wearing course sha approved by the Engineer. heat is 50 degrees or less, unless otherwise app 3.03 EQUIPMENT A. Conform to MnDOT Section 2360.3.B. 3.04 TREA TMENT OF SURFACE A. Bituminous Tack coat shall conform to MnDOT Spec. 2357, except as modified herein. B. Restrictions lied when the road surface is wet or when the weather 1. The tack coat shall not be applied the Engineer. conditions are unsuitable. due to 2. The area for tack coat application shall be limited as directed by 3. The Contractor shall have sole responsibility of claims coated.k coat on personal property lack of notification or signage of the area being t FLEXIBLE PAVING(MUNICIPAL PROJECTS) 3 ©2012 Stantec► 193802260 I C. Equipment: Conform to MnDOT Spec. 2321.3C1. D. Road Surface Preparation: Conform to MnDOT Spec. 2357.3C. E. Application 1. At a uniform rate conforming to MnDOT Spec. 2357.3D1, but not greater yard. er than 0.05 gallon per 2. Along the front edge of the concrete curb and gutter, prior to placement of bituminous 3.05 PAVEMENT DENSITY base. A. Conform to MnDOT Section 2360.3.D, except as modified herein 1. Pathways, Driveways, Small Parking Lots, Leveling Courses, and P Section 2360.3.D.2 —Ordinary Compaction Method. atching shall conform to 2. All other Pavement Density shall conform to Section 2360.3.D.1 —Maximum Densi 3.06 THICKNESS AND SURFACE SMOOTHNESS REQUIREMENTS tY Method. A. Conform to MnDOT Section 2360.3.E, except as modified herein. 1. Structure adjustment and final wear adjacent to fixed structures for manholes and valy Conform to Section 33 05 17. 2. The sentence "In addition to the list the above the pavement surface must meet re es. 1 of 2399 (Pavement Surface Smoothness) requirements." is deleted fr om 2360.3.E Surface Requirements. Pavement Smoothness will not apply to this Project. requirements END OF SECTION I I I I I I l I ©2012 Stantecl 193802260 FLEXIBLE PAVING(MUNICIPAL PROJECTS 32 12 01 -4 I SECTION 32 92 00 TURF AND GRASSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Restoration of construction area by installation of topsoil, seed, sod, soil amendments, mulch, and erosion control. B. Related Sections 1. Section 01 57 13 -Temporary Erosion and Sediment Control. 2. Section 31 23 00 - Excavation and Fill. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Type with 4"of Topsoil. Measurement will 1. A Quote Item has been provided for Sodding, Lawn be based upon units of square yards of sod furnishing nd installing sod, preparation eof surface installing topsoil, soil amendments, 9 maintenance, and all incidental items associated with the Work. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction,"2005 Edition (MnDOT Spec.). B. Minnesota Department of Transportation Seeding Manual 2007 (MnDOT Seeding Manual). 1.04 SUBMITTALS A. Provide the following submittals consistent with Section 01 33 00. B. Provide source and invoice for seed to be used for this Project. C. Producer's certificate of compliance—Written seed specaels,year of production, germination rate, seed furnished. Include percentage of prior to delivery. seed bag tags, and weed seed content. Submit to the Engineer at least 5 days p D. Species within native seed mixes species shall have ve their adocul ecotype plant.Minnesota Crop Improvement Association (MCIA)to certify that 1.05 PLANT ESTABLISHMENT PERIOD A. The Establishment Period shall begin immediately after installation, with the approval of the Engineer, and continue until the date that the Engineer performs a final inspection. 1. The establishment period for sod is 30 days. TURF AND GRASSES 329200-1 ©2012 Stantec 1 193802260 PART 2 PRODUCTS 2.01 TOPSOIL: Topsoil Borrow Conforming to MnDOT Spec. 3877.2A. 2.02 FERTILIZER A. Provide plant fertilizer that is commercial grade and uniform in composition and conforms to applicable state and federal regulations. B. Slow release fertilizer. A minimum of 70 percent of the nitrogen component shall be a slow release water insoluble nitrogen. C. Fertilizer shall contain a minimum percentage by weight - - Y g t 10 10 10 (NKP). 2.03 SOD: Conform to MnDOT Spec. 3878.2A. Lawn Sod. PART 3 EXECUTION 3.01 EXAMINATION A. Review restoration areas with the Engineer. Schedule for restoration of areas may be revised to fit field conditions. B. Notify the Engineer at least 3 days in advance of hauling topsoil borrow on Site so the En ineer may visually inspect and sample for testing if deemed necessary. g C. Finish grades are to be inspected and approved by the Engineer prior to start of restoration. 3.02 DELIVERY AND STORAGE A. Delivery 1. Notify the Engineer of the delivery schedule in advance so the plant material may be inspected upon arrival at the Site. Remove unacceptable plant material from the Site immediately. 2. Deliver fertilizer and lime to the Site in the original, unopened containers bearing the manufacturer's guaranteed chemical analysis, name, trade name or trademark, and in conformance to state and federal law. In lieu of containers, fertilizer and lime may be furnished in bulk and a certificate indicating the above information shall accompany each delivery. 3. During Delivery: Protect sod from drying out. B. Storage 1. Sprinkle sod with water and cover with moist burlap, straw, or other approved covering, and protect from exposure to wind and direct sunlight. Covering should permit air circulation to alleviate heat development. 2. Keep seed, lime, and fertilizer in dry storage away from contaminants. 3.03 PREPARATION A. General: Conform to MnDOT Spec. 2575.3A. B. Soil Preparation: Conform to MnDOT Spec. 2575.3B. ©2012 Stantec 1 193802260 TURF AND GRASSES 329200-2 ■ I IC. Fertilizers and Conditioners: Conform to MnDOT Spec. 2575.3C. 1. Apply fertilizer at a rate of 400 lbs. per acre (9.2 lbs./1,000 sq. ft.). 2. Where soil pH is lower than 5.5, apply lime at 3 tons per acre (140 lbs./1,000 sq. ft.). 3.04 PLACING SOD IA. Conform to MnDOT Spec. 2575.3I. 3.05 MAINTENANCE A. Restored areas that have been satisfactorily completed and are disturbed by additional construction activity required by the timing and sequencing of the Work shall be restored over to IIthe same requirements of the original work. B. Any sod that does not show definite eC season by the Con O tractor aah ays his/her expense.eainstallation shall be replaced and established at the proper C. Watering of sod areas shall be done for a minimum period of 30 days from installation sufficient to ensure establishment of permanent vegetation. 3.06 INSPECTION AND ACCEPTANCE A. Seeding and turf work will be inspected for acceptance in parts agreeable to the Engineer, provided Work offered for inspection is complete, including maintenance for the portion in question. I B. At the conclusion of the establishment period(s), a final inspection of planting(s) will be made to determine the conditions of areas specified for landscaping. I C. When inspected landscape work does not comply with requirements, replace rejected Work and continue specified maintenance until re-inspected by Engineer and found to be acceptable. Remove rejected materials from the Site. IEND OF SECTION I I I I I I TURF AND GRASSES 32 92 00 3 0 2012 Stantec l 193802260 I I ISECTION 33 05 05 TRENCHING AND BACKFILLING I PART 1 GENERAL I1.01 SUMMARY i A. Section Includes 1. Trenching requirements for underground piping and appurtenances, including requirements for excavation, backfill, and compaction. B. Related Sections 1. Section 02 41 13 —Selective Site Demolition. 2. Section 33 40 00 - Storm Drainage Utilities. t1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Trench Excavation: Excavation and backfilling of trench shall be included in the price of pipe provided. No payment will be made for restricted trench widths indicated on the Drawings. 2. Pipe Bedding: Considered incidental and shall be included in the price of pipe furnished and I installed. 3. Improved Pipe Foundation: At the Quote Unit Price per lineal foot for each 6-inch layer placed below pipe bedding, not including the first 6 inches. a. For example, say 2 feet of foundation material is required under a pipe installed with C-2 bedding. Because 6 inches of material is required for Class C-2 pipe bedding (and therefore incidental), payment will be made for 3 lineal feet of pipe foundation material, 6 inches deep per foot of pipe installed. b. No payment will be made without the knowledge or consent of the Engineer. c. No payment will be made for subgrade rock installed for de-watering purposes only, unless specified. d. No payment will be made for disposing of excavated material off Site, that has been created by placement of improved pipe foundation. 4. Temporary Bracing and Sheeting: Considered part of the excavation costs with no additional compensation to Contractor, unless provided for otherwise. 5. Density Tests a. Passing Tests: All costs paid by Owner. II b. Failing Tests: All costs charged to and paid by the Contractor. 6. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. I1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction,"2005 Edition I (MnDOT Spec.) 1. 2105 - Excavation and Embankment. 2. 2451 Structure Excavations and Backfills. 3. 3149 - Granular Material. I TRENCHING AND BACKFILLING 33 05 05 1 ©2012 Stantec 1 193802260 1 I B. American Society of Testing Materials (ASTM) 1. C1479 - Standard Practice for Installation of Precast Concrete Sewer, Storm Drain, and Culvert Pipe Using Standard Installations. 2. D2321 - Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications. 3. D698 -Test Method for Laboratory Compaction Characteristics for Soil Using Standard Effort (12,400 ft-lbf/ft). 1.04 SUBMITTALS A. Provide the following submittals consistent with Section 01 33 00: 1. Product Data for each Borrow Material: a. Name and location of source. b. Results of gradation tests. 1.05 DEFINITIONS A. Bedding: The soil material adjacent to the pipe which makes contact with the pipe foundation, walls of the trench, and upper level of backfill. The purpose of bedding is to secure the pipe to true line and grade, and to provide structural support to the pipe barrel. I B. Foundation: Soil material beneath the pipe bedding. C. Improved Pipe Foundation: Foundation provided by importing material from sources outside the Site. Required when foundation is soft or unstable. D. Pipe Zone: That part of the trench below a distance of 1 foot above the top of the pipe. 1.06 SEQUENCING AND SCHEDULING A. Known existing underground utilities are shown on the Drawings in a general way. Owner does not guarantee the locations as shown on the Drawings. Contractor shall anticipate variations in both the vertical and horizontal locations of underground utility lines from those shown on the Drawings. B. Uncover utilities and verify both horizontal and vertical alignments sufficiently in advance of construction to permit adjustments in the Work. Determine location of existing utilities and identify conflicts before excavating trench for pipe installation. C. Notify Gopher State One Call before starting construction in a given area, requesting utility locations in the field. D. Provide continuance of flow of existing sewer and other facilities. E. Backfill and compact all trench excavations promptly after the pipe is laid. 1.07 WARRANTY A. Trench settlements that occur during the correction period and are greater than 1/2 inch as measured from the beginning to the end of the settlement, as determined by the Engineer, will be repaired in a manner acceptable to the Owner at the Contractor's expense. C)2012 TRENCHING O 012 Stantec 1 193802260 AND BACKFIL5-2 330505-2 I 1111 1 PART 2 PRODUCTS 2.01 PIPE BEDDING MATERIAL A. Ductile Iron Pipe (DIP) and Reinforced Concrete Pipe (RCP) 1. Class C-1 Bedding a. Undisturbed soil. 2. Class B and Class C-2 Bedding a. Comply with MnDOT Spec. 3149.2H Modified. 1) Crushing Requirements: At least 50 peed n f the material by weight retained on the No. 4 sieve shall have 1 or more 2.02 IMPROVED PIPE FOUNDATION MATERIAL A. Comply with MnDOT Spec 3149.G. 2.03 BACKFILL MATERIAL A. Suitable materials selected from the excavated materials to the extent available and practical. B. Suitable materials are mineral soils free of rubbish, and other similar unsuitable material.zen soil, oversize stone, concrete and bituminous PART 3 EXECUTION 3.01 EXAMINATION A. Prior to construction, inspect existing utility structures and surface features, and document condition. B. Re-inspect foundation soils if rain fall or snow has occurred after initial inspection but prior to placing pipe and bedding. 3.02 PREPARATION A. Notify Utility Owners to field mark their utility locations. B. Protect as necessary surface features, such as utility poles,trees, structures, pavement, etc., that are not designated on the Drawings to be removed. C. Notify utility companies of progress scheduler so they or support. mplish any necessary relocations and removals that they have agreed to relocate, D. Implement traffic control. 111 E. Complete temporary removal or relocation of surface features, such as fences, shrubs, signs, and mailboxes. F. Strip off existing topsoil from within the r ch excavation a limits and stockpile. Separate vegetative strippings from salvageable topsoil and dispose TRENCHING AND BACKFILLING 330505-3 ©2012 Stantec 1 193802260 G. Crossing Under Existing Utility Lines 1. Use extreme care when excavating in the vicinity of underground utility lines to avoid damage to protective coatings or surfaces. 2. Where possible and as authorized by the utility, temporarily remove the utility line, install the new pipe, and reinstall the utility line. 3. Where existing line cannot be removed or is not feasible to remove, securely support, excavate under, backfill under and around the utility line to 100-Percent Standard Proctor Density. 4. Report and repair damaged lines prior to backfilling trench. I 3.03 CONSTRUCTION A. Conform to ASTM C2321, or modified herein. B. Trench Excavation I 1. Excavate trench to alignment and grade shown on the Drawings. 2. The trench width at the surface may vary and depends on the depth of trench and nature of the excavated material encountered. However, it shall be of ample width to permit the pipe to be laid and jointed properly and the backfill to be placed and compacted properly. 3. Correct any part of the trench that is inadvertently excavated below grade with a material compacted to 100-Percent Standard Proctor Density. g pproved 4. Brace, shore, or sheet trench and provide drainage. Comply with applicable State Regulations relating to industrial safety to a safe angle of repose. Angle of repose may be no less than that required by the Accident Prevention Division of the State Industrial Commission or the requirements of the Occupational Safety and Health Act(OSHA), whichever is most restrictive. 1 5. Pile all excavated material in a manner that will not endanger the Work or obstruct sidewalks, driveways, gutters, etc. 6. Segregate soils in the excavated material that are not suitable for trench backfill and dispose of in a manner that is consistent with the requirements specified herein under "Backfill Above Pipe Zone." 7. Dispose of excess excavated materials off of right-of-ways and easements in a suitable site selected by the Contractor. 8. Haul materials, other than natural soil materials that are suitable as backfill material, to an approved landfill as directed by the Engineer. C. Water Control L 1. Dewater the ground as necessary to excavate the trench and install the pipe. All pipe and structures shall be laid in a dry condition prior to backfill. Maintain groundwater level a minimum of 1 foot below the pipe invert. D. Trench Bottom 1. Excavate to a sufficient depth to insure adequate foundation when the bottom of the trench is soft or where in the opinion of the Engineer unsatisfactory foundation conditions exist. Bring excavation up to pipe grade with thoroughly compacted granular materials meeting the requirements of Improved Pipe Foundation Material. 2. Provide temporary support, remove, relocate, or reconstruct existing utilities located within the trench excavation. Utility shall designate method employed. Use particular care and provide compacted fill or other stable support for utility crossings to prevent detrimental displacement, rupture, or failure. 3. Excavate to expose existing utilities that cross in close proximity to the planned pipe line to determine the utilities' exact location sufficiently ahead of pipe installation to plan for the avoidance of grade conflict. Measure to determine the utilities' location relative to the planned ©2012 Stantec 1 193802260 0 33 TRENCHING AND B5 05-4 1 0505-4 i I 1 pipe line location. A deviation from the alignment, grade, and location to avoid conflict may be ordered by the Engineer. 4. In locations where rock affects the pipe foundation, excavate the trench 6 to 12 inches below the pipe and place sand cushion material up to the proposed invert elevation. The remainder of the trench up to the top of rock elevation shall be backfilled with granular backfill material a. Sand Cushion: The removal and disposal of the unsuitable material within the trench and below the invert elevation, and the replacement up to invert elevation with the appropriate bedding material. b. Granular Backfill: The removal and disposal of unsuitable material within the trench, above the invert elevation, and replacement up to the surface with appropriate backfill material. No additional compensation will be allowed for wider or deeper trenches in rock excavations. 5. Improved Pipe Foundation: When unsatisfactory foundation conditions exist, excavate to a depth consisting of solid materials. Fill to pipe grade with thoroughly compacted granular materials meeting the requirements of Improved Pipe Foundation Material. 3.04 PIPE BEDDING 1 A. Reinforced Concrete Pipe: Bed pipe in accordance with Class C-1 Bedding. B. Ductile Iron Pipe: Bed pipe in accordance with AWWA Standard C150 and C151. C. Use only selected materials free from rock, boulders, debris, or other high void content substances to a level 1 foot above the top of pipe. Remove ledge rock, boulders, and large stones to provide at least 6-inch clearance from pipe. D. Dig bell holes of ample dimension at each joint such that the pipe barrel rests continuously on the bedding. 3.05 BACKFILL WITHIN PIPE ZONE A. Backfill immediately after pipe is laid. Restrain pipe as necessary to prevent their movement during backfill operations. B. Place material completely under pipe haunches in uniform layers not exceeding 4 inches in depth. C. Hand (shovel)tamp along pipe within haunch zone. 3.06 BACKFILL ABOVE PIPE ZONE A. Use suitable materials meeting the requirements of Backfill Material. B. Place in uniform depth layers not to exceed 12 inches before compaction. Complete the compaction of each layer before placing material for the succeeding layer. C. Compact layer ct each la by mechanical means until it meets the requirements of MnDOT Spec. Y 2105.3F1 "Specified Density Method."Trenches shall be compacted to a minimum of 95 percent, except to 100 percent in the upper 3 feet. D. The method and means of placement and type of compaction equipment used is at the discretion of the Contractor. However, all portions of the trench backfill must meet minimum specified compaction requirements. TRENCHING AND BACKFILLING 330505-5 ©2012 Stantec 1 193802260 I E. Any deficiency in quantity of backfill material (caused by shrinkage or settlement) shall be supplied at no additional cost to the Owner. F. Excavated material not suitable or required for backfill shall be disposed of outside of the Site. I 3.07 RESTRICTED TRENCH WIDTH A. Restrict width of trench to conform to construction limits indicated on the Drawings and where 1 directed by the Engineer to prevent damage to specimen trees or adjacent structures. 3.08 QUALITY CONTROL A. Density Tests: To be performed by an approved soils testing firm at various locations and depths throughout the Site as directed by the Engineer. The Contractor shall cooperate fully and provide assistance as necessary to complete these tests. B. Failed density test areas shall be excavated and re-compacted until the density requirements are met. END OF SECTION 1 1 I 1 1 1 t 1 I TRENCHING AND BACKFILLING ©2012 Stantec 1 193802260 33 05 05-6 111 ■ I ' SECTION 33 05 17 ADJUST MISCELLANEOUS STRUCTURES 1 PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Adjustment of utility structures. B. Related Sections I1. Section 33 40 00 —Storm Drainage Utilities. 1.02 PRICE AND PAYMENT PROCEDURES I A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 REFERENCES ' A. American Society of Testing and Materials (ASTM) 1. A48— Specification for Gray Iron Casting. 2. A240—Specification for Heat—Resisting Chromium — Nickel Stainless Steel Plate Sheet and Strip for Pressure Vessels. 3. C6—Specification for Normal Finishing Hydrating Lime (Mortar). 4. C141 — Specification for Hydraulic Hydrated Lime for Structural Purposes (Mortar). III 5. C150— Specification for Portland Cement(Concrete Rings/Mortar). 6. C923—Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Mater 7. D1248—Polyethylene Plastics Molding and Extrusion Materials. 8. F593— Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs. III9. F594— Specification for Stainless Steel Nuts. B. Minnesota Department of Transportation"Standard Specifications for Construction,"2005 Edition I (MnDOT Spec.) 1. 2506— Manholes and Catch Basins. I 2. 3733—Geotextiles. 1.04 DEFINITIONS A. Adjust Frame and Ring Casting: A change Adjustment manholes r cats the basins through the addition or removal of adjustment rings only addition or removal of sections from the structure. B. Adjust Valve Box: A change in elevation section of the valve box only. Adjustment does not include raising or lowering of the existing top the addition or removal of sections from the valve box. C. Remove and Replace Adjustment Rings: nheprocesss of manholes the existing h basi concrete adjustment rings from an existing structure and placing new IADJUST MISCELLANEOUS STRUOCTURE1 ©2012 Stantec 1 193802260 33 r I 1.05 SEQUENCING AND SCHEDULING A. Contractor, Engineer, and Owner shall insect all construction. P existing structures prior to beginning B. Owner will remove any foreign material found in the existing structures prior to Contractor is responsible for removing any foreign material that enters the structu es during construction. PART 2 PRODUCTS 2.01 ADJUSTING RING A. High-Density Polyethylene (HDPE) 1. Molded high-density polyethylene conforming to ASTM D1248. 2.02 ADHESION MATERIALS A. Ram-Nek material, or approved equal. B. Mortar 1. Standard Portland Cement: Type I, ASTM C150. 2. Normal Finishing Hydrated Lime: ASTM C6. 3. Hydraulic Hydrated Lime for Structural Purposes: ASTM C141. 4. Mix Proportions: 1-part cement to 3-parts mortar sand; lime may be added to mixture: maximum amount 15 percent by volume. C. Sealant(Required For HDPE Rings) 1. DOW 999—A building caulking and glazing sealant, or approved j 2. Open cell polyurethane foam sealant with adhesive backing.oved equal. 2.03 CASTINGS A. Manhole, Catch Basin Frames, and Covers 1. Requirement: ASTM A48. 2. Material: Class 35 cast iron. Best grade. Free from injurious defects and flaws. 3. Finish Preparation: Sandblast. 4. Machine cover and frame contact surface for non-rocking protection. 5. Type and Style: Per details on Drawing. 2.04 GEOTEXTILE A. Woven filter fabric, 4-1/2 ounces for use in conjunction with HPDE rings. PART 3 EXECUTION 3.01 GENERAL A. The necessary vertical alignment will be determined by the Engineer and generally as indicated on the schedule of adjustments. B. Where existing frame is within 0.05 feet of grade, no adjustment is to be made. ©2012 Stantec l 193802260 ADJUST MISCELLANEOUS STRUCTURES 330517-2 I C. The frame shall be raised or lowered to match the street or gutter. IIIIII D. Protect existing structures from damage. E. Prevent sand, concrete, or any other debris from entering the structures. 3.02 PREPARATION A. Call utility owners to field mark their utility locations. B. Contractor to verify exact location of existing utilities. 3.03 ADJUST FRAME AND RING CASTING A. Remove all dirt, debris, dust, and other deleterious material from surface prior to placement of first adjusting ring. B. HDPE Adjusting Ring 1. Remove all dirt, debris, dust, and other deleterious material from surface prior to placement of first ring. 2. Install adhesive for adjusting rings as per the following: Location of Sealant Type of Sealant 3/4 inch by 3/4 inch open cell polyurethane foam Between casting and last ring: sealant and 1/2-inch bead of DOW 999 1/2-inch bead of DOW 999 3/4 inch by 3/4 inch open cell polyurethane foam Between intermediate rings: Between cone/top slab and first ring: sealant and 1/2-inch bead of DOW 999 3. Sealant to be placed around entire circumference of each unit with no gaps. 4. Utilize the flat and sloping units to match the required grade and slope of the area at the location of the structure. 5. Minimum of 2, maximum of 5 rings allowed. 6. Wrap entire casting and ring system with geotextile. For structures with cone section, geotextile wrap to extend over a minimum length of 18 inches of the cone. 3.04 ADJUST VALVE BOX A. Adjust box by screwing top section up or down. B. Prevent sand, chunks of concrete, or any other debris from entering the valve box. 1. Short sections inserted inside the existing top section are not allowed to perform adjustment, unless specified. C. Install approved sections as needed. 3.05 FIELD QUALITY CONTROL A. For adjustments made within bituminous surfaced areas, any settlements of the bituminous surface greater than 3/8 inch below the rim of the adjustment structure will require removal and replacement of the bituminous surfacing at the Contractor's expense. t ADJUST MISCELLANEOUS STRUCTURES 330517-3 ©2012 Stantec I 193802260 I B. Secure manholes and structures immediately after completion or before suspension of operations at the end of working day with castings or suitable alternative device. C. Adjust Manholes and Catch Basin Frames 3/8 inch below grade prior to placing the final wear course. Thorough tamping of the material around manhole and catch basin frames is required. 111 Where existing frame is within 0.10 feet of grade, no adjustment is to be made. In such cases the crown or gutter shall be either lowered or raised, as the case may be, to put the street and frame at finished grade. D. Adjust frame upward with standard concrete adjustment rings of the same size as the cone or slab opening. Place each adjustment ring and frame in a full mortar bed. Adjusting rings needed to raise the casting to grade shall be incidental to the adjustment pay item. E. Adjust frame downward by removing the necessary number of adjustment rings from the structure and resetting the frame in a full mortar bed to grade. F. Regardless of the direction of adjustment, no shims of any material will be allowed. The minimum thickness of all mortar joints shall be at least 1/4 inch with a maximum allowable thickness of 1/2 inch. All excess mortar from the joint shall be wiped clean from the inside of all rings and frame. All manhole castings must be replaced prior to the placing of the final wear course. G. Adjust valve boxes to 3/8 inch below grade prior to placing the final wear course. Thorough I tamping of the material around the valve box is required. END OF SECTION 1 I I I 1 I I I I I©2012 Stantec 193802260 ADJUST MIS I MISCELLANEOUS STRUCTURES 330517-4 i I ' SECTION 33 10 00 1 1 1 WATER UTILITIES PART 1 GENERAL 1.01 SUMMARY I A. Section Includes 1. Water main pipe, fittings, and miscellaneous appurtenances. B. Related Sections 1. Section 31 23 00 - Excavation and Fill. 2. Section 33 05 05 -Trenching and Backfilling. 3. Section 33 05 17 - Adjust Miscellaneous Structures. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Quote Items have been provided for Water Main. Measurement and payment will be based upon the units listed below: a. Pothole Existing Water Main: Measurement will be based on each pothole required as directed by Engineer. Payment shall include all equipment, labor, coordination and materials required to determine the existing location and depth of the water main. b. Water Main Offset: Measurement shall be based on each offset made. Payment shall include all connections, pipe, fittings, restraints, and materials to complete the offset. t c. 4" Polystyrene Insulation: Measurement will be based on square yards of Insulation at the specified thickness. Payment shall be made at the Quote Unit Price and will include furnishing and 2. No Quote Items have been provided for steel rodding. Steel rodding shall be considered incidental to water main offset with no direct payment made. 3. No Quote Items have been provided for testing.Testing shall be considered incidental. 4. All other Work and costs of this Section shall be incidental to the Project and included in the t Total Base Quote. 1.03 REFERENCES A. American Water Works Association (AWWA) 1. C104 - Cement-Mortar Lining for Ductile-Iron Pipe and Fittings. 2. C105 - Polyethylene Encasement for Ductile-Iron Pipe Systems. 3. C111 - Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings. 4. C116 - Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings. 5. C150 - Ductile-Iron Pipe, Centrifugally Cast. 6. C151 - Standard for Ductile-Iron Pipe, Centrifugally Cast. 7. C153 - Standard for Ductile-Iron Compact Fittings. 8. C550 - Protective Interior Coatings for Valves and Hydrants. 9. C600 - Installation of Ductile-Iron Water Main and Their Appurtenances. 10. C651 - Disinfecting Water Mains. B. American Society of Testing and Materials (ASTM) 1. A48 - Gray Iron Castings. 2. A126 - Gray Iron Castings for Valves, Flanges, and Pipe Fittings. WATER UTILITIES 331000-1 ©2012 Stantec I 193802260 I 3. A307 Liquids-.Carbon Steel Bolts and Studs, 60,000-PSI Tensile Strength. 4. A536 - Standard Specification for Ductile Iron Castings. 5. A674 - Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other 6. C578 -Specification for Rigid, Cellular Polystyrene Thermal Insulation. 1.04 SUBMITTALS A. Submit Product Data for the following items consistent with Section 01 33 00: 1. Pipe and fittings. 2. Joint restraint and corrosion resistant coatings. 1.05 SEQUENCING AND SCHEDULING A. Pothole existing water main as shown on the Drawings, and verify location and elevation prior to t storm sewer installation. B. Notify the Owner a minimum of 48 hours prior to performing Work. At this time, the Contractor is responsible to notify the Owner of the intended shutdown. C. Notify all customers connected to water system to be shut down 48 hours in advance of shut I down. D. The Owner must open and close the existing valves for this part of the operation. The Owner is responsible for flushing the mains after the connection is completed; however, the Contractor shall assist the Owner as necessary. E. Successfully complete required test and inspections before restoration of surface. I PART 2 PRODUCTS 2.01 DUCTILE IRON PIPE AND FITTINGS (DIP) A. General Requirement: AWWA C151/A21.51. B. Cement-mortar lining conforming to AWWA C104/A21.4. C. Special Thickness Class 52 for diameters less than 20 inches. I D. Fittings: AWWA C153/A21.53, Ductile Iron, 250-psi working pressure, AWWA C111/A21.11 latest revision, mechanical joint or push-on: 1. All fitting shall be fusion bonded epoxy coated per ANSI/AWWA C116/A21. 2.02 BOLT ASSEMBLIES A. Tee-Head Bolts 1. General: Conform to ANSI/AWWA C111/A21.11. 2. Fluorocarbon Resin Coating: FluoroKote No. 1® (by Metal Coating Corp.); NSS Industries Cor- Blue bolt coating, or approved equal. 3. No other bolts are approved for use with mechanical joint restraints. B. Stainless Steel Bolts I 1. General: Conform to requirements of ASTM F593 and ASTM F594, Alloy Group 1, 2, or 3. ©2012 Stantec 1 193802260 WATER UTILITIES 331000-2 I 1 C. Carbon Steel Bolts 1. General: Conform to requirements of AWWA C515 and ASTM A307. NSS Industries Cor-Blue 2. Fluorocarbon Resin Coating: FluoroKote#1® (by Metal Coating Corp.), Ibolt coating, or approved equal. 2.03 CONDUCTIVITY STRAP IA. As specified by the pipe manufacturer. I 2.04 JOINT RESTRAINT A. Mechanical Joint Restraint: Not allowed on existing cast iron pipe 1. Ductile iron conforming to ASTM A536. I 2. Working Pressure: Minimum 250 psi. 3. EBAA Iron, Inc. Megalug, Star Pipe Stargrip, or approved equal. 4. Casting body and wedge assemblies coating I a. Fusion bonded epoxy per ANSI/AWWA C116/A2. b. Xylan fluoropolymer coating such as MEGA-BONDTM by EBAA Iron, Star-Bond by Star Pipe, or approved equal. IB. Tie Rods: 3/4 inch diameter rods stainless steel or fusion bonded epoxy coated. 2.05 INSULATION 1 A. Polystyrene Insulation: Extruded type conforming to ASTM C578,Type VI, VII, or V. I B. 4"thick sheets required. PART 3 EXECUTION 3.01 PREPARATION A. Conform to the requirements of Section 33 05 05. I B. Pothole water main to determine location and elevation. Contact Engineer to evaluate necessity of water main offset. Backfill in accordance with Section 33 05 05. I3.02 INSTALLATION OF PIPE A. Install pipe and fittings in accordance with the manufacturer's instructions and with the details Ishown on the Drawings. B. Permanently support, remove, relocate, or reconstruct existing utility pipes, cables, structures, or I other appurtenances when they obstruct the line, grade, or location of the pipe or appurtenance. C. Remove foreign matter or dirt from the inside of pipe. I D. All jointing of mechanical joint pipe and push-on joint pipe in accordance to AWWA C600. i E. Outside of the spigot and the inside of the bell, wire brush, wipe clean and dry. Keep pipe ends Iclean until joints are made. F. Lay and maintain pipe ofrom t he Drawing ali gnment, grade, or grade, ocation is allowed,unless approved I Drawings. No deviation WATER UTILITIES 331000-3 ©2012 Stantec 1 193802260 t by the Engineer. No pipe shall be laid in water or when the trench conditions are unsuitable for such Work. G. Provide conductivity throughout the water system by use of conductivity strap, except for HDPE and PVC water main pipe. H. Precautions are to be taken to prevent debris or groundwater from entering the pipe being laid. I. Installing Fittings 1. General Requirements: AWWA C600. 2. Set and jointing to existing pipe and fittings as specified for cleaning, laying, and joining pipe. 3. Spray exterior ductile iron nuts, bolts, and joint restraint bolts using a bituminous coal tar as supplied by the manufacturer. J. Wrap all ductile iron pipe and fittings according. K. Backfilling: Conform to Section 33 05 05. 3.03 INSULATION A. Review insulation installation with Engineer 1. Place insulation between water pipe and storm sewer pipe as detailed in the Drawings. 3.04 PIPE CONFLICTS A. Shall apply to any crossings under existin g cast iron pipe and any separation of 1 foot is not possible. P P y pipe conflicts where a minimum B. Cut the water main beyond the proposed trench wall. C. Remove the abandoned water main and install offset as shown on the Drawings or as encountered during construction. D. All offset piping shall be DIP. E. Mechanical joint restraints shall not be allowed on cast iron pipe. 3.05 PROTECTION , A. Existing valves and hydrants shall be operated by the Owner, unless under emergency situations. B. Securely plug all water main openings promptly before suspension of Work at any time to prevent earth or other substances from entering the water main. C. Mark valve boxes and structures susceptible to being hit by construction or vehicular traffic. I 3.06 FIELD QUALITY CONTROL A. Scope 1. The Engineer will observe and verify all tests and visually inspect final Work for compliance. END OF SECTION ©2012 Stantec 1 193802260 WATER UTILITIES 33 10 00-4 1 SECTION 33 40 00 STORM DRAINAGE UTILITIES PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Storm sewer pipe, manholes, catch basins, fittings, and miscellaneous appurtenances. B. Related Sections 1. Section 31 23 00 - Excavation and Fill. 2. Section 32 11 23 -Aggregate Base Courses. 3. Section 33 05 05 -Trenching and Backfilling. 4. Section 33 05 17 -Adjust Miscellaneous Structures. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Quote Items have been provided for Storm Sewer Pipe. Measurement will be based on units of lineal feet for each size, type, and class of pipe furnished and installed complete in place as specified, including excavation, pipe bedding, backfilling, and compaction. Pipe will be measured from centerline of structure to centerline of structure: a. Pipe bedding will be incidental in accordance with Section 33 05 05. b. Improved pipe foundation material, if necessary, shall be per Section 33 05 05. 2. Quote Items have been provided for Catch Basin, Catch Basin Manhole, and Manhole Structures. Measurement will be based on units of each, according to type and size for furnishing and installing structures complete, including casting frame and cover, and adjusting rings in place as specified. 3. A Quote Item has been provided for Connect to Existing Catch Basin. Measurement shall be per each connection made, regardless of size of opening, type of existing bulkhead, or type of existing structure. Saw cutting of the pipe installed in the opening if necessary shall be considered incidental. Core cutting the connection and reconstruction of existing structure invert if necessary shall also be considered incidental to the connection. 4. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Quote. 1.03 REFERENCES A. American Society of Testing and Materials (ASTM) 1. A48 - Specification for Gray Iron Castings. 2. A153 - Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 3. A615 - Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. 4. C76 - Specification for Reinforced Concrete Culvert, Drain, and Sewer Pipe. 5. C150 - Specification for Portland Cement. 6. C206 - Specification for Finishing Hydrated Lime. 7. C361 - Specification for Reinforced Concrete Low Head Pressure Pipe. 8. C443 - Specification for Joints for Circular Concrete Sewer and Pipe, Using Rubber Gaskets. 9. C478 - Specification for Precast Reinforced Concrete Manhole Sections. B. Minnesota Department of Transportation"Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) STORM DRAINAGE UTILITIES ©2012 Stantec 1 193802260 33 40 00- 1 I 1. 2461 - Structural Concrete. I C. American Association of State Highway and Transportation Officials"Standard Specifications for Highway Bridges," 1992 Edition (AASHTO). I 1.04 SEQUENCING AND SCHEDULING A. Do not pursue work-causing shut off of utility service (gas, water, electric, telephone,TV, etc.) to I consumers until the utility owner is contacted and all consumers are notified of the shut-off schedule. B. Successfully complete required inspections and tests before commencement of Section 32 11 23. 1.05 SUBMITTALS I A. Submit Shop Drawings for storm sewer structures consistent with Section 01 33 30. B. Shop drawings shall indicate complete information for fabrication and installation of units. Include the following: 1. Plans and elevations locating and defining all material furnished by manufacturers. 2. Sections and details showing connections, cast-in items, field installed lifting devices, capacities, all openings, and their relation to the structure. C. Submit Manufacturer's Certificate of Compliance for the following items: 1. Gray iron castings. 2. Precast manhole sections. PART 2 PRODUCTS I 2.01 MATERIALS A. Mortar Materials 1. Cement: Use Type 1 Standard Portland Cement conforming to ASTM C150. 2. Lime: Use normal finishing hydrated lime meeting the requirements of ASTM C206. 3. Mix Proportions a. 1-part cement to 3 parts of suitable plaster sand for mortar used for plastering the exterior walls of block manholes and catch basins, adjusting rings, and lift holes. Use lime or mortar mix in the amount necessary to make a suitable mixture for plastering purposes, but not to exceed 15 percent by volume. b. 1-part Portland cement to 2 parts of sand to which lime or mortar mix may be added, but not to exceed 15 percent by volume for mortar used for laying concrete block. 2.02 STORM MANHOLE AND CATCH BASIN FRAMES AND COVERS A. General Requirement: ASTM A48. B. Material: Class 35 cast iron. Best grade. Free from injurious defects and flaws. C. Type and Style: As shown on Drawing. Covers without grate openings shall be stamped"STORM SEWER." D. Covers with 2 concealed pick holes of approved design. E. Weight: Minimum of 380 lbs. I STORM DRAINAGE UTILITIES ©2012 Stantec 1 193802260 33 40 00-2 I 1 2.03 STORM MANHOLES AND CATCH BASINS A. General Requirements: ASTM C478 and details on the Drawings. IB. Structures and bases shall be of precast concrete. IC. Manhole Joints: Rubber o-ring gasket type meeting ASTM C443. D. Segmental Manhole Blocks: Blocks conform to ASTM C139. IE. Manhole Steps: Reinforced polypropylene plastic steps with No. 2 deformed grade steel rod. r 2.04 MANHOLE DESIGN: ■ A. It is the Contractor's responsibility to have the manhole sections and top and bottom slabs designed and the detailed drawings prepared by a Professional Engineer, experienced in precast Iconcrete manhole design, who is registered in the Project's State. B. The design of the manhole shall conform to a minimum factor of safety equal to 1.5 for buoyancy I and floatation. C. The design of the manhole base slab, perimeter walls, and top slab shall be designed for shear strength, flexural strength, and other applicable strengths due to hydrostatic loading. 2.05 PIPE MATERIALS I A. Reinforced Concrete (RCP) Pipe and Fittings 1. General Requirement: ASTM C76, Wall B with circular reinforcing. 2. Materials: Conform to the requirements of ASTM C76, Wall B with circular reinforcing. 0-ring gaskets shall be synthetic rubber, circular reinforcing in cross-section, and shall conform to ASTM C361. 3. Pipe Joints: Bell and spigot ASTM C361. 4. Pipe Class: As shown on the Drawings or Quotation Form. 1 5. Marking: Each pipe shall be identified with the name of the manufacturer trade name or trademark and code, identification of plant, date of manufacture, and the pipe class and specification design. 1 PART 3 EXECUTION 3.01 PREPARATION A. Trench Excavation and Backfill shall conform to Section 33 05 05. I I B. By-Pass Pumping: Contractor responsible for all items required to maintain sewer flows during construction of the new storm sewer. All Work and costs for by-pass pumping is considered incidental to the Project, unless otherwise specified. IC. Drainage: Contractor responsible for maintaining all drainage throughout the project. 3.02 INSTALLATION IA. Connect to Existing Structure 1. Connect to existing structure at location shown on the Drawings. 1 2. Core the hole in the structure and saw cut the pipe flush with the inside wall of the structure. STORM DRAINAGE UTILITIES ©2012 Stantec 1 193802260 33 40 00-3 3. Bulkhead void between outside wall of pipe and edge of opening with mortar and brick. I 4. Reconstruct manhole bench/invert. B. Pipe Installation 1. Lay and maintain pipe appurtenances to the alignment, grade, and location shown on the Drawings and/or staked in the field. No deviation from the Drawing and/or staked alignment, grade, or location is allowed, unless approved by Engineer. Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at the Contractor's expense. 2. General Pipe Installation Procedures a. Wipe joints clean; apply the manufacturer's recommended lubricant compound over the entire joint surface; center spigot in bell and push spigot home; take care to prevent dirt from entering the joint space; bring pipe to proper line and grade, and secure pipe in place by properly bedding. 3. Lay pipe upgrade with spigot ends pointing in the direction of flow. 4. All joints must be watertight. 5. Remove all foreign matter or dirt from inside the pipe. Keep the bell and spigot clean during and after installation.Take care to prevent dirt from entering the joint space. Remove any superfluous material from inside the pipe after pipe installation by means of an approved follower or scraper. 6. Where cut-ins make it impossible to construct bell and spigot joints or when dissimilar pipe materials are joined, a reinforced concrete collar shall be placed completely surrounding the joint or the connection shall be made by using an approved adapter. 7. Any pipe which has been disturbed after being laid must be taken up, the joint cleaned and properly re-laid as directed by the Engineer. 8. Where a sewer line outlets to grade or where the line is terminated with a flared end section: a. Fasten at least the last 3 joints together using 2"U" bolt fasteners per joint approved and as recommended by the pipe manufacturers. C. Structures and Appurtenances Installation 1. Furnish and install structures in accordance with the Drawings. 2. Excavate to depth and size as shown in the Drawings. 3. Preformed inverts are not allowed. 4. Pour inverts shaped to the half section of equivalent size pipe conforming to the inlet and outlet pipe so as to allow for a free, uninterrupted flow with all surfaces sloping to the flow 111 line. 5. All concrete pipes entering manholes must be cut with a concrete saw. 6. Steps a. Locate on the downstream side, except for pipe 24 inches in diameter or greater. Install in the most appropriate place, to provide suitable access. b. Secure and neatly mortar in place 15 inches on center spacing. 7. Position vertical wall of the eccentric cone on the downstream side. 8. On structures with a build that contains more than 1 barrel section, the section immediately below the precast top slab shall be maximum 16 inch height. 9. Lift holes neatly mortared up. I 10. Install Adjustment Rings and Adjust Casting: Conforming to Section 33 05 17. 3.03 FIELD QUALITY CONTROL A. Scope 1. All pipeline testing is considered incidental to the Quote cost of the pipe. 2. Engineer to observe and verify that all tests and visual inspections have been completed prior to final acceptance. 1 STORM DRAINAGE UTILITIES ©2012 Stantec 1 193802260 33 40 00-4 I I B. Cleaning 1. Consists of Cleaning the Pipe and Structures a. If newly installed mains and structures are kept clean during construction, cleaning will not be required. b. If newly installed mains and/or structures become dirty due to negligence of the IContractor, cleaning will be performed at the sole expense of the Contractor. 2. The bailing or flushing method of cleaning pipe is acceptable only if adequate provisions acceptable to the Engineer for keeping dirt and debris out of the existing sewer system or I ponds are employed. Jetting may be required. 3. Complete prior to final inspection for acceptance. I C. Required Tests and Inspections 1. Infiltration a. To determine the amount of ground water infiltration into the sewers. b. Test waived if no visible infiltration is observed during the lamping inspection. I c. Measurement made by means of 90 degree v-notch weirs placed in the lines as directed by the Engineer. d. Measurements taken at the points where in the Engineer's opinion the flow of water in the I sewer is greater than the maximum allowable leakage. e. Maximum Allowable Rate of Leakage: Not more than 100 gallons per mile per inch diameter per day. 111 f. Tests may be taken between individual manholes and the infiltration in any given line must not exceed the specified maximum allowable rate. g. Method of Measurement: Measurement of time for a predetermined volume of flow to occur. I 2. Lamping a. Verify installation is to true line and grade. b. Verify installed pipe is structurally sound. l c. Verify there are no broken or deflective pipes. d. Verify that joints are all home. e. Verify structures conform to specified requirements. 3.04 PROTECTION A. Plug all entrances and openings to the system promptly and before suspension of operations at the Iend of working day. B. Secure manholes and structures immediately after completion or before suspension of operations Iat the end of working day with castings or suitable alternative device. C. Mark all structures to avoid being hit by construction or vehicular traffic. ID. Mark each plug location with 4 inches by 4 inches timbers to above grade to aid in marking the future connection. IE. Establish erosion control measures as per Section 01 57 13. END OF SECTION I I ©2012 Stantec 1 193802260 STORM DRAINAGE UTILITIES 334000-5