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SUBJECT: Contract Award to Insituform Technologies, LLC for 2018 Sewer Rehabilitation Project AGENDA BILL CITY OF BREMERTON 5 M CITY COUNCIL Study Session Date: COUNCIL MEETING Date: Department: Presenter: Phone: May 23, 2018 June 6, 2018 PW&U Tom Knuckey (360) 473-2376 SUMMARY: The project will rehabilitate approximately 10,000 lineal feet of sanitary sewer and 1500 lineal feet of storm sewer using the cure -in -place -pipe (CIPP) method. There was one bid submitted which was opened on May 11, 2018. The lowest responsive, responsible bidder was Insituform Technologies, LLC, who submitted a bid in the amount of $863,288.70. The bid amount was subsequently revised to $864,400.52 including Washington State sales tax due to an error that was corrected. ATTACHMENTS: 1. Contract; 2. Vicinity Map; and 3. Bid Tabulation. FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2018 Capital Budget ($900,000 from wastewater and $150,000 from stormwater) STUDY SESSION AGENDA: ® Limited Presentation ❑ Full Presentation STUDY SESSION ACTION: ® Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award the contract for the 2018 Sewer Rehabilitation to Insituform Technologies, LLC in the amount of $864,400.52 including Washington State sales tax; and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION:'' `` Approve ❑ Deny ElTable ❑ Continue ❑ No Action Form Updated 01/02/2018 CITY OF BREMERTON 2018 SEWER REHABILITATION April 2018 Bid Opening: Friday, May 11, 2018 @ 2:00 p.m. City Clerk's Office, located at Norm Dicks Government Center (City Hall) 345 6th Street, Suite 100 Bremerton, WA 98337 Pre -Bid Conference: Thursday, May 3, 2018 @ 1:00 p.m. City of Bremerton Engineering Office, located at 3027 Olympus Drive Bremerton, WA 87310 Meet in the parking lot Contact Person: Dave Carter Bremerton Department of Public Works and Utilities 100 Oyster Bay Ave Bremerton, WA 98312 Tel (360) 473-5927 Dave. cartera-ci.bremerton.wa.us THIS PAGE INTENTIONALLY LEFT BLANK CERTIFICATION BY ENGINEER The technical material and data contained in these Specifications for the City of Bremerton project titled 2018 Sewer Rehabilitation, were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. Sinned 4125118 Prepared by: William J. Davis, P.E. City of Bremerton THIS PAGE INTENTIONALLY LEFT BLANK NOTICE INVITING BIDS for 2018 Sewer Rehabilitation RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Suite 100, Bremerton, Washington 98337 until 2:00 p.m. PST as shown on the wall clock inside the City Clerk's office on Friday, May 11 @ 2:00 p.m. for the project 2018 Sewer Rehabilitation. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on Friday, May 11, 2018 in the office of the City Clerk at 345 6th Street, Suite 100, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be completed within 90 calendar days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed includes rehabilitating approximately 10,000 lineal feet of sanitary sewer and 1,500 lineal feet of storm drainage sewer using the cure -in -place -pipe (CIPP) method, reinstating approximately 150 side sewers and 10 storm connections, temporary bypass pumping, temporary traffic control, and all other work as identified in the Contract Documents. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website (www.e-arc.com). Go to http://www.e- arc.com/wa/seattle, then click on the link 'Enter Public Planroom'. Scroll down or search to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and purchased from ARC Document Solutions in Seattle, WA. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at (206) 622-6000; FAX: (206) 622-6712; E-mail: Seattle.bidservices@e-arc.com. AVAILABILITY OF PIPE INSPECTION VIDEOS AND PIPE DOCUMENTATION: The City has performed video inspections of some of the piping scheduled for rehabilitation which will mailed out to bidder upon request. To receive theses videos, contact Linda Fulton at the City of Bremerton at (360) 473-2323 or linda.fulton@ci.bremerton.wa.us. The videos will be mailed out on a USB thumb drive using a 2 -day mail service. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: 2018 Sewer Rehabilitation BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. PRE-BID CONFERENCE: A pre-bid conference will be conducted by the City. The objective of the pre-bid conference is to acquaint prospective bidders with the work and answer any questions. The pre-bid conference is scheduled for Thursday, May 3, 2018 @ 1:00 p.m. at the Engineering Offices at 3027 Olympus Drive, Bremerton, WA 98310. Meet in the parking lot. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by phone/e-mail: Dave Carter Telephone: (360) 473-5927 E-mail: dave.carter@ci.bremerton.wa.us Communication by mail: City of Bremerton Dept. of Public Works and Utilities ATTN: Dave Carter 100 Oyster Bay Ave Bremerton, WA 98312 CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, sexual orientation or national origin in consideration for an award. END OF NOTICE INVITING BIDS 2018 SEWER REHABILITATION TABLE OF CONTENTS INTRODUCTION Certification by Engineer Notice Inviting Bids Table of Contents PART I - BIDDING REQUIREMENTS AND CONTRACT FORMS BidderChecklist.................................................................................................................................I - i to I - ii BidForms...........................................................................................................................BF - 1 to BF -18 ContractForms........................................................................................................................ CF -1 to CF -12 PART II - AMENDMENTS TO THE STANDARD SPECIFICATIONS PART III - SPECIAL PROVISIONS Division 1- General Requirements ................................. SP - 5 Division 7 - Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits ............... SP -47 APPENDICES Appendix A - Kitsap County Prevailing Wage Rates Appendix B - Construction Forms Appendix C - Construction Drawings THIS PAGE INTENTIONALLY LEFT BLANK PART I BIDDING REQUIREMENTS AND CONTRACT FORMS THIS PAGE LEFT INTENTIONALLY BLANK BIDDER CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the bid forms that must be executed in full as required and submitted with the bid. BID FORMS Bid forms shall be submitted with the bid. All forms in this section must be executed and submitted to the City with your bid, not later than the designated bid closing date and time (unless noted otherwise). Bids that do not include all of the forms, properly completed, may be declared unresponsive. a. Acknowledgement of Bid and Addenda b. Bid Certificate c. Bid Schedule d. Bid Bond (This form to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this check or bond shall be not less than 5% fve percent) of the total amount bid and may be shown in dollars or on a percentage basis.) e. List of Subcontractors (Submit with bid or within 24 hours of bid opening) f. Information Required of Bidder g. Project References and General Information (This information must be submitted within 24 hours of the bid opening.) h. Non -Collusion Affidavit (This form is to be completed and signed by the contractor and notarized.) i. Certification by Proposed Contractor Regarding Equal Employment Opportunity Plan j. Certification of Non -Segregated Facilities k. Certification of Federal Non -Debarment and Suspension 1. Certification of Compliance with Wage Rate Statutes DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms are to be executed and submitted to the City after the contract is awarded by the Bremerton City Council. These forms follow the contract forms in Part 1. Unless noted otherwise, these must be submitted within thirty (30) calendar days after the date of Notice of Award of Contract. a. Contract b. Contractor Certificate c. Performance Bond (Bond is for 100% of the Contract Amount) d. Payment Bond (Bond is for 100% of the Contract Amount) e. Insurance Certificates City of Bremerton Apri12018 2018 Sewer Rehabilitation DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT a. Statement of Intent to Pay Prevailing Wages — Note: Certified Payroll shall be submitted weekly to document wages paid DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT AND RELEASE OF RETAINAGE a. Acceptance of Compensation and Release of All Claims (See Appendix B) b. Affidavit of Wages Paid (available from Department of Labor & Industries) END OF SECTION City of Bremerton April2018 2018 Sewer Rehabilitation BID FORMS ACKNOWLEDGEMENT OF BID AND ADDENDA IBID TO: CITY OF BREMERTON, PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION Dated: May 11, 2018 Bidder: Insituform Technologies, LLC (Company Name) Title: Whittney Schulte, Contracting & Attesting Officer (Signature) City of Bremerton April2018 2018 Sewer Rehabilitation BF -1 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the OWNER in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled "2028 Sewer Rehabilitation." 2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instruction to Bidders, dealing with the disposition of Bid Security. 3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders," and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents. 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged). Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. Addenda Number: Date: 5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. To all the foregoing, and including all Bid Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Bid Forms. Dated: May 11, 2018 Bidder: Insituform Technologies, LLC (Company Name) Title: Whittney Schulte, Contracting & Attesting Officer (Signature) City of Bremerton April2018 2018 Sewer Rehabilitation BF -1 BID CERTIFICATE (if Partnership) N/A STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of . held on 2018, the following resolution was duly passed and adopted: "RESOLVED, that as of the Partnership, be and is hereby authorized to execute the Bid dated 2018, to the City of Bremerton by this partnership and that his/her execution thereof, attested by the shall be the official act and deed of this Partnership! I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of 2018. Partner (SEAL) City of Bremerton April2018 2018 Sewer Rehabilitation BF -3 STATE OF MISSOURI ) COUNTY OF SAINT LOUIS) BID CERTIFICATE (if Limited Liability Company) SS: I HEREBY CERTIFY that a meeting of the Members of the Insituform Technologies, LLC I a limited liability company existing under the laws of the State of Delaware held on operating agreement December 31, 2011 20-18; the following was duty passed and adopted: "RESOLVED, that Whittney Schulte and Contracting & Attesting Officer as Ffienibefs of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated, 2018, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this 11 day of May 2018. Insi uform Technologies. TIC A Limited Liability Company hArL�� Laura Andreski, Contracting & Attesting Officer Laura M. Andrea By: ContracOnx h Anesri" . . Member - (SEAL) City of Bremerton April2018 2018 Sewer Rehabilitation BF -5 BID SCHEDULE 2018 Sewer Rehabilitation Form Instructions: In the following schedules, write out the unit price and extension in dollars and cents using numerals. In order to not exceed the overall budget on this project, the City reserves the right to reduce the Total Bid Price by deleting individual pipe sections from the project after bid opening but prior to bid award. SCHEDULE A - SANITARY SEWER NOTE: Tax Rule 170 applies to Schedule A. Do not include sales tax in the individual bid items. Payment Bid Item Specification Item Description Est. Qty. Unit Unit Price ($) Total ($) Reference A.1 1-09.6 Force Account LS 20,000.00 20,000.00 A.2 SP 7-20.5 Pre -Installation Cleaning and Video Inspection of Mains, Up to 10 Diameter 8669 LF /'''� �/ -inch , Pre -Installation Cleaning and Video Inspection of Mains, A.3 SP 7-20.5 Greater than 10 -inch Diameter 1319 LF -I ,1� V A.4 SP 7-21.5 Side Sewer Reinstatement 148 EA f, (� 06 CIPP for 8 -inch Sewer: Eagle Ave (Sheet C4), Spruce A.5 SP 7-21.5 Ave (Sheet C5), Hemlock St. and Fir Ave. (Sheet C6), 4223 LF U ` Highland Ave and 71h St (Sheet C7), City o(Bremerton April 2018 2018 Sewer Rehabilitation 81;. 7 00 Be Bid Payment Item Specification Item Description Est. Qty. Unit Unit Price ($) Total ($) Reference A.6 SP 7 21.5 CIPP for 8 -inch Sewer: Lebo Blvd, Juniper St., Clare Ave, and Morris St (Sheets C1, C2, and C3) 3577 LF, A.7 SP 7-21.5 CIPP for 10 -inch Sewer: Lebo Blvd (Sheet Cl) 220 LF hw. IIS')0yU A.8 SP 7-21.5 CIPP for 8 -inch Sewer: Montgomery Avenue (Sheet C8) 649 LF r in O `j� �� Seo , oc CIPP for 12 -inch Sewer: Montgomery Avenue (Sheet 661 A.9 SP 7-21.5 C8} LF I �e ( A.10 SP 7-21.5 CIPP for 15 -inch Sewer: Montgomery Avenue (Sheet 658 IM0 BASE BID SCHEDULE A 1 �ryO� 'C ESTIMATED SALES TAX @ 9.0% TOTAL SCHEDULE A BID Cityo%Bremerton April2018 2018 Sewer Rehabilitation BF -8 SCHEDULE B - STORM SEWER NOTE: Tax Rule 171 applies to Schedule B. Include sales tax in the individual bid items. Bid Sheet # or Item Description Est. Unit Unit Price ($) Total Item Reference B.1 1-09.6 Force Account -- LS 5,000.00 5,000.00 B.2 SP 7-21.5 Pre-Installation, Cleaning and Video Inspection of Mains, Up to 10-inch Diameter 767 LF �� r 0C> B.3 SP 7-21.5 Pre-InstaIlation Cleaning and Video Inspection of Mains, Greater than 10-inch Diameter 726 LF B.4 SP 7-21.5 Side Sewer Reinstatement 10 EAILI 000 Q B.5 SP 7-21.5 CIPP for 8-inch Storm Sewer: Callahan Dr. (Sheet C9) 767 LF 4 B.6 SP 7-21.5 CIDP for 12-inch Storm Sewer: Almira Dr. (Sheet CIO) 726 LF -4 �� n TOTAL SCHEDULE B BID/_,/ t Q . TOTAL BID PRICE (TOTAL SCHEDULE A BID + TOTAL SCHEDULE B BID) Is 49 / t1 f 01 ' City of Bremerton Apr112018 2018 Sewer Rehabilitation BF -9 9 BID BOND KNOW ALL MEN BY THESE PRESENTS, That. Insituform Technologies, LLC, I7988 Edison Avenue, Chesterfield, MO 63005 as Principal, and Travelers Casualty and Surety Company of America, One Tower Square, Hartford, CT 06183 as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of Five Percent (5%) of the Amount Bid dollars, (not less than S percent of the total amount of the Bid) for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required under the bidding schedule(s) of the OWNER's Contract Documents entitled 2018 Sewer Rehabilitation. If the Principal is awarded the Bid and, within 10 calendar days after receipt of the Contract Document forms from the OWNER, fails to provide the OWNER with the duly executed Agreement; the duly executed Certificates of insurance, the duly executed Performance Bond and the duly executed Payment Bond, all as specified in the Contract Documents, then the Surety shall, without condition and within 30 calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or cashiers check, the full amount of this Bid Bond. This Bond shall be irrevocable for 90 days after the bid opening, as defined in the Contract Documents. The Surety stipulates and agrees that the obligation of said Surety shall in no way be impaired or affected by an extension of the time within which the OWNER may accept such bid and Surety further waives notice of any such extension. In the event suit is brought upon this bond by said OWNER and OWNER prevails, said Principal and Surety shall pay all costs incurred by said OWNER in such suit, including attorney's fees and costs to be fixed by the court. SIGNED AND SEALED, this day of May 11 2018 Travelers Casualty and Surety Insituform Technologies, LLC (SEAL) Company of America (SEAL) (Principal) (Surety) t } fay: ( /kj_ By: Oicnature) (Sig ature) Wi►ittney Schulte, Vbntracting & Attesting Officer Donna Robson, Attorney -in -Fact (SEAT. AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Address of Surety to which all notices shall be sent Travelers,Attn: Surety Claim Dept One Tower Square 2S1A Hartford, CT 06183 Address for Service of Process (must be a physical address) Travelers 1501 4th Avenue, Suite 400 Seattle, WA 98101 City of Bremerton April 2018 2018 Sewer Rehabilitation Br -10 State of Missouri County of St. Louis On 5/11/2018, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Donna Robson known to me to be Attorney -in -Pact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. Ashley Miller, Notary Public ASHLEY MILLER Notary Public - Notary Seal State of Missouri, St. Louis County Commission # 13556557 My Commission Expires Dec. 21, 2021 My Commission Expires: Travelers Casualty and Surety Company of America Adtiik, Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Donna Robson, of Chesterfield, Missouri, their true and lawful Attomey-in-Fact 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. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. cbNr. f �JIM State of Connecticut - ...-. . City of Hartford ss. Robert L. Raney, Se or Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and Sl. Paul Fire and Marine Insurance 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, In Witness Whereof, I hereunto set my hand and official seal. aT My Commission expires the 30th day of June, 2021 0t *p * Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and 1 Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 remains in full force and effect. Dated this it day of May , 2018 � M M NhNTfOIY, CMS a 4 CCxlti s irAl w •+...�� aa� aye r//�J✓ Kevin E. Hughes, Assi taut Secretary 7"o verify the authenticity of this Power ofAttorney, please caii us at 1-800-421-3880. Please refer !o the above-named Attorney -in -Fact and the details of the bond to which the power is attached, LIST OF SUBCONTRACTORS The Bidder shall provide the following information, and included with this bid or submitted within 24 hours of the Bid Opening, for each Subcontractor who will perform work or labor or render service to the CONTRACTOR in or about the construction of the work or improvement in an amount in excess of 10 percent of the CONTRACTOR's total bid. "Rendering service" includes a subcontractor that specially fabricates and installs a portion of the work or improvement. The CONTRACTOR shall list only one Subcontractor for each portion of the WORK as is defined by the CONTRACTOR in its bid. If no Subcontractor is listed, the bidder acknowledges that it does not intend to use any subcontractor whose work on the CONTRACT will exceed 10 percent of the bid price. Attach additional sheets if required. City of Bremerton April 2018 2018 Sewer Rehabilitation BF -11 6(- 747-3 TOR # Company Name: t foD 1 De - Subcontractor License #: Work to be performed Address/Phone #: �(�S _ OfI Y Bid Amount and % of Total Bid: 3 L ;� ! \� O SUBCONTRACTOR #2 Company Name: Subcontractor License #: Work to be performed: Address/Phone #: Bid Amount and % of Total Bid: SUBCONTRACTOR #3 Company Name: Subcontractor License #: Work to be performed: Address/Phone #: Bid Amount and % of Total Bid: SUBCONTRACTOR #4 Company Name: Subcontractor License #: Work to be performed: Address/Phone #: Bid Amount and % of Total Bid: City of Bremerton April 2018 2018 Sewer Rehabilitation BF -11 6(- 747-3 INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and will cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the OWNER. Name of Contractor: Insituform Technologies, LLC Primary Classification: General Address 17988 Edison Avenue Chesterfield MO 63005 Telephone: 636-530-8000 Fax number: 636-530-8701 E-mail address: WSchultePAegion.com Name and contact information for proposed Project Manager: David Bibayan, (949) 939-2979, DBibayan@Aegion.com Employment Security Department Number 056196-00-6 Washington State Industrial Insurance Number 882.695.01 Washington State Unified Business Identification (UBI) Number 601 880 220 Washington State Contractor's Registration Number and Exp. Date INSITTL883CW, 2/14/2020 City of Bremerton Business License number 27766 Znot available must be obtained prior to mobilization Name, address, and telephone number of Surety Company and agent who will provide the required bonds this contract: Travelers Casualty & Surety Company of America Agent* I.W.Terrill 314--594-2700 City of Bremerton April 2018 2018 Sewer Rehabilitation BF -12 PROJECT REFERENCES & GENERAL INFORMATION To be considered for award, the CONTRACTOR shall have completed at least three (3) projects of similar type, complexity, and comparable value to that WORK described in Notice Inviting Bids. The projects must have been completed under the bidder's name as the prime (general) contractor within the last ten (10) years. ATTACH TO THIS BID, or provide within 24 hours of Bid Opening, a list of three (3) projects minimum, completed by the CONTRACTOR, that are similar to this project in nature, value, and complexity of work. The list shall include the following information as a minimum: • Names, address, and telephone number of owner. • Name of project. • Location of project. • Brief description of the work involved. • Contract amount. • Date of completion of contract. • Name, address, and telephone number of architect or engineer. • Name of owner's project engineer. • List of major equipment used. • Years in business under current name. • Contracts now in hand, gross amount, and percent complete. City of Bremerton April 2018 2018 Sewer Rehabilitation BF -13 NON -COLLUSION AFFIDAVIT STATE OF MISSOURI ) ) ss. COUNTY OF SAINT LOUIS ) Whittney Schulte . being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract, that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signed: Whittney Schul , Contracting & Attesting Officer Subscribed and sworn to before me this 11 day ofIVIay, 2018 otary Public in and for the County of '%&XII "::� State of Missouri •.•_ :3ry Seal Nak s " (SEAL) �Tr..',=a .,.C.. ,,OURI ;, :aunty 2020 -.y: Jan 5, MYco+_,.�.; ;',. 11389653 ,« City of Bremerton April 2018 2018 Sewer Rehabilitation BF -14 CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY PLAN In accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. Name of Prime Contractor Insituform Technologies, LLC Address 17988 Edison Avenue, Chesterfield, MO 63005 Internal Revenue Service Employer Identification No. 13-3032158 a. Contractor has participated in a previous contract Yes X No— or subcontract subject to the Equal Opportunity Clause. b. Compliance reports were required to be filed in Yes—X No_ connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Yes X No Executive Orders 10925, 11114, 11246 or by regulations of the Equal Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964. d. If answer to item V is "no", please explain in detail in the space below. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Insituform Technologies, LLC _ Company Name Whittney Schulte, Contracting & Attesting Officer Name and Title of Signer (please type or print clearly) Signature May 11, 2018 Date City of Bremerton April 2018 2018 Sewer Rehabilitation BF -15 CERTIFICATION OF NON -SEGREGATED FACILITIES (Applicable to federally assisted construction contracts and related subcontracts exceeding $10,000 which are not exempt from the Equal Opportunity clause.) The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor certified, further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work area, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or area, in fact, segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally assisted construction contractor agrees that (except where he has obtained identical certifications from proposed contractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such, certification in this file. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Insituform Technologies, LLC Company Name Whittney Schulte, Contracting & Attesting Officer Name and Title of Signer (please type or print clearly) 11 if May 11, 2018 Date City of Bremerton April 2018 2018 Sewer Rehabilitation BF -16 CERTIFICATION OF FEDERAL NON -DEBARMENT AND SUSPENSION INSTRUCTIONS TO BIDDERS: THIS FORM SHALL BE EXECUTED BY THE CONTRACTOR AND SUBMITTED WITH THE BID. THE CONTRACTOR SHALL MAKE COPIES AND DISTRIBUTE THIS FORM TO ALL SUBCONTRACTORS. SUBCONTRACTORS MUST SUBMIT THIS FORM TO THE CITY PRIOR TO PERFORMING ANY WORK ON THE PROJECT. As a prospective contractor for the City of Bremerton and as a requirement of your submittal, you are required to provide debarment/suspension certification indicating that you are in compliance with the below Federal Executive Order. Debarment: Federal Executive Order (E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards or using federal funds, and all sub - recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government or from receiving Federally -assisted contracts. Your signature certifies that neither you nor your principal is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. If, at any time during the term of the contract, such condition occurs the Contractor will notify the City without delay. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. ___Insituform Technologies LLC Company Name l Whittney Schulte, Contracting & Attesting Officer Name and Title of Signer (please type or print clearly) umot/�_, - Signature City of Bremerton 2018 Sewer Rehabilitation May 11, 2018 Date April 2018 BF -17 Certification of Compliance with Wage Payment Statutes The undersigned bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, that the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. "I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct." Signa&em6yz Date: May 11, 2018 Print Name and Title: Location or Place executed: (City, State) Whittney Schulte, Cc I"actin = & Attesting Officer Chesterfield, Misgouri. Check One: Individual ❑ Partnership ❑ Joint denture ❑ Corporation 1% State of Incorporation, co porahon, or if not a corporation, State where business entity was farmed: Delaware If a co -partnership, give firm name under which business is transacted: N/A Note: If a corporation, proposal must be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). If a co- partnership, proposal must be executed by a partner. END OF BID FORMS City of Bremerton April 1018 2018 Sewer Rehabilitation BF -18 INSITUFORM 'TECHNOLOGMS, UC PRESMENT APPOINTMENT OF OFFICERS Pursuant to the authority set forth in the Limited Liability Company Agreement of Insituform Technologies, LLC (the "Company"), I hereby determine that: I , Christlanda. Adkins, Laura M. Andreski, Janet Hass, Jana Lause, Diane Partridge, Whittney Schulte, and Ursula Youngblood are appointed as Contracting and Attesting Officers of the Company, each with the authority, individually and in the absence of the others, subject to the control of the Board of Managers of the Company, (i) to certify-and to attest the suture of any officer of the Company, (ii) to enter into and to bind the Company to perform pipeline rehabilitation activities of the Company and all matters related thereto, including the maintenance of one or more offices and facilities of the Company, (iii) to execute and to deliver documents on behalf of the Company; and (iv) to take such other action as is or maybe necessary and appropriate to carry out the project, activities and.work of the Company; and 2. All other Contracting and Attesting Officers of the Company appointed by the President of the Company prior to the date of this appointment are hereby removed from office, Dated: September 20, 2027 Frank R. Firsching President LIMITED LIABILITY COMPANY AGREEMENT OF INSITUFORM TECHNOLOGIES, LLC THIS LIMITED LIABILITY COMPANY AGREEMENT OF INSITUFORM TECHNOLOGIES, LLC is made this 31st day of December, 2011, by Aegion Corporation, a Delaware corporation (the "Member"). RECITALS: A. As of December 31, 2011, the Member converted Insituform Technologies, Inc., a Delaware corporation ("ITI"), to INSITUFORM TECHNOLOGIES, LLC, a Delaware limited liability company (the "Company"), in accordance with the Act (as defined below). B. This Agreement (as defined below) is intended to replace the By -Laws of ITI in effect as of the date of this Agreement, which By -Laws are hereby revoked and of no further force or effect. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned agrees as follows: 1. INCORPORATION OF RECITALS The Recitals set forth above are hereby incorporated in this Agreement, as if fully set forth in the body of this Agreement. 2. DEFINITIONS The following terms, as used in this Agreement, have the meanings set forth in this Section 2: "Act" means the Delaware Limited Liability Company Act, as may be amended from time to time. "Agreement' means this Limited Liability Company Agreement, as it may be amended, restated, modified, or supplemented from time to time in accordance with its provisions. "Board of Manse" means the group of Managers that exercises the powers, and manages the business and affairs, of the Company pursuant to Section 4 of the Agreement. "Certificate" means the Certificate of Formation, as originally filed with the office of the Secretary of State of the State of Delaware effective as of the Effective Time, as the same may be amended from time to time. "Code" means the Internal Revenue Code of 1986, as amended, 26 U.S.C.A, el seq., or any succeeding federal internal revenue law as from time to time in effect. "Effective Time" means 11:58 p.m. CST on December 31, 2011. "Manager" means a manager on the Board of Managers. "Member" has the meaning set forth in the preamble to this Agreement. ITLLC Limited Liability Agreement "Person" means an individual, corporation, limited liability company, association, general partnership, limited partnership, limited liability partnership, joint venture, trust, employee benefit plan, estate, or other entity or organization. 3. THE COMPANY, ITS MEMBER AND THE BUSINESS (a) Formation. The Company was converted from a Delaware corporation to a Delaware limited liability company when the executed Certificate and Certificate of Conversion were filed with the office of the Secretary of State of the State of Delaware in accordance with and pursuant to the Act. Except as provided in this Agreement, all rights, liabilities, and obligations among the Member, the Company and other Persons, shall be as provided in the Act, and this Agreement shall be construed in accordance with the provisions of the Act. To the extent that the rights or obligations of the Member are different by reason of any provision of this Agreement than they would be in the absence of such provision, this Agreement shall, to the extent permitted by the Act, control. (b) Company Name. The name of the Company shall be "Insituform Technologies, LLC". The business of the Company may be conducted under that name or, upon compliance with applicable laws, any other name that the Board of Managers deems appropriate or advisable. The Board of Managers shall file any assumed name certificates and similar filings, and any amendments thereto, that it considers appropriate or advisable. (c) Term of the Company_. The term of the Company as a corporation commenced on March 27, 1980. The term of the Company as a limited liability company commenced at the Effective Time and shall continue until the Company is dissolved and its affairs wound up in accordance with the Act and Article 6 of this Agreement. (d) P�pr ores of the Company. The purpose of the Company shall be to cant' on any lawful business, purpose or activity permitted under the Act. (e) Authority of the Company. The Company shall be empowered and authorized to do all lawful acts and things necessary, appropriate, proper, advisable, incidental to, or convenient for the furtherance and accomplishment of its purposes. (f) Principal Office and Other Offices -Registered Agent. The Company's registered agent and the address of its initial registered office in the State of Delaware shall be as set forth in the Certificate. The registered office and registered agent may be changed by the Board of Managers, as it deems advisable from time to time by filing an amendment to the Certificate. The Company may maintain any other offices at any other places that the Board of Managers deems advisable. The Company may, upon compliance with the applicable provisions of the Act, change its principal office or registered agent from time to time at the discretion of the Member. (g) Foreign Qualification. The Company shall take all necessary actions to be authorized to conduct business legally in all appropriate jurisdictions, including registration or qualification of the Company as a foreign limited liability company in those jurisdictions that provide for such registration or qualification. (h) Fiscal Year. The fiscal year of the Company shall begin on the first day of January in each year. -2- ITLLC Limited Liability Agreement ISSUANCE OF COMMON SHARES (a) The membership interests of the Company authorized for issuance shall be common shares ("Common Shares"), having the designations, preferences and relative, participating, optional and other special rights, powers and duties relating to the Common Shares authorized for issuance pursuant to this Section 4. A total of one thousand (1,000) Common Shares, par value $0.01 per share, are hereby authorized for issuance. (b) The holders of Common Shares shall be entitled to one vote per Common Share on matters submitted to a vote or consent of the Members. Each Common Share shall be identical in all respects with each other Common Share. (c) All common shares of IT[ outstanding as of the date of this Agreement are hereby automatically converted into Common Shares of the Company. The Member acknowledges that as of the date of this Agreement, one (1) Common Share is outstanding in the name of the Member. CASH DISTRIBUTIONS; ALLOCATIONS OF PROFITS AND LOSSES (a) Distributions. All cash of the Company available for distribution shall be distributed to the Member at such times and in such amounts as the Board of Managers shall determine. (b) Allocations of Profits and Losses. All profits and losses of the Company shall be allocated to the Member. 6. RIGHTS AND POWERS OF THE BOARD OF MANAGERS AND OFFICERS (a) Management by the Board of Managers. Except for situations in which the approval of the Member is required by this Agreement or by non-waivable provisions of the Act, (i) the powers of the Company shall be exercised by or under the authority of, and the business and affairs of the Company shall be managed under the direction of, the Board of Managers; and (ii) the Board of Managers may make all decisions and take all actions for the Company not otherwise provided for in this Agreement. (b) Actions by Board of Managers. In managing the business and affairs of the Company and exercising its powers granted hereunder, the Board of Managers may act through meetings or written consents pursuant to this Section 6. Any Person dealing with the Company, other than the Member, may rely on the authority of a Manager or any duly appointed officer of the Company in taking any action in the name of the Company without inquiry into the provisions of this Agreement or compliance herewith, regardless of whether that action actually is taken in accordance with the provisions of this Agreement. The Member, by execution of this Agreement, agrees to, consents to, and acknowledges the delegation of powers and authority to the Board of Managers granted hereunder, and to the actions and decisions of the Board of Managers within the scope of their authority as provided herein. (c) Number and Term of Office. The Board of Managers shall consist of three Managers. Each Manager shall serve until his or her successor is duly elected or until his or her resignation, removal or death. (d) Vacancies, Removal, Resignation. Any Manager may be removed at any time, with or without cause, but only by the Member. In the event that any Manager ceases to serve as a Manager during his term of office, the resulting vacancy shall be filled by the Member. Any Manager may resign his or her office at any time. -3- ITLLC Limited Liability Agreement (e) Meetintzs. (i) The attendance of all the Managers shall constitute a quorum for the transaction of business of the Board of Managers, and the act of a majority of the Managers shall be necessary to be the act of the Board of Managers. A Manager who is present at a meeting of the Board of Managers at which action on any Company matter is taken shall be presumed to have assented to the action unless his or her dissent shall be entered in the minutes of the meeting or unless he or she shall file a written dissent to such action with the Person acting as secretary of the meeting before the adjournment thereof or shall deliver such dissent to the Company immediately after the adjournment of the meeting. Such right to dissent shall not apply to a Manager who voted in favor of such action. (ii) Meetings of the Board of Managers may be held at such place or places as shall be determined from time to time by resolution of the Board of Managers. At all meetings of the Board of Managers, business shall be transacted in such order as shall from time to time be determined by resolution of the Board of Managers. (iii) Regular meetings of the Board of Managers shall be held at such times and places as shall be designated from time to time by resolution of the Board of Managers, but shall not be held less frequently than quarterly. Notice of such meetings shall not be required. (iv) Special meetings of the Board of Managers may be called by the President or any Manager on at least ten (10) days' notice to each Manager. Such notice need not state the purpose or purposes of, or the business to be transacted at, such meeting, except as may otherwise be required by law or provided for in this Agreement. (f) Approval or Ratification of Acts or Contracts by Members. The Board of Managers in their discretion may submit any act or contract for approval or ratification at any annual or special meeting of the Members. (g) Action by Managers by Written Consent or Telephone Conference. Any action permitted or required by the Act, the Certificate or this Agreement to be taken at a meeting of the Board of Managers may be taken without a meeting if a written consent, setting forth the action to be taken, is signed by all of the Managers. Such consent shall have the same force and effect as a vote at a meeting and may be stated as such in any document or instrument filed with the Secretary of State of Delaware, and the execution of such consent shall constitute attendance or presence in person at a meeting of the Board of Managers. Subject to the requirements of the Act, the Certificate or this Agreement for notice of meetings, unless otherwise restricted by the Certificate, the Managers may participate in and hold a meeting of the Board of Managers by means of a conference telephone or similar communications equipment by means of which all Persons participating in the meeting can hear each other, and participation in such meeting shall constitute attendance and presence in person at such meeting, except where a Person participates in the meeting for the express purpose of objecting to the transaction of any business on the ground that the meeting is not lawfully called or convened. (h) Officers. (i) Election and Removal of Officers. The officers of the Company shall be the President, one or more Vice Presidents, a Secretary, and a Treasurer, each of whom shall be elected by the Board of Managers. Such other officers and assistant officers as may be deemed necessary may be elected or appointed by the Board of Managers. Any two (2) or more offices may be held by the same person. Each officer shall hold office until his or her successor shall have been duly elected and shall have qualified or until his or her death or until he or she shall resign or shall have been removed in the manner hereinafter provided. Any officer, agent, or other employee elected or appointed by the Board of -4- ITLLC Limited Liability Agreement Managers may be removed by the Board of Managers, with or without cause, whenever in the Board of Manager's judgment the best interests of the Company will be served thereby, but such removal shall be without prejudice to the contract rights, if any, of the person so removed. Election or appointment of an officer or agent shall not of itself create contract rights. (ii) Vacancies. A vacancy in any office because of death, incapacity, resignation, removal, disqualification or otherwise, may be filled by the Board of Managers. (iii) President. The President shall be the principal executive officer of the Company and shall in general supervise and control all of the business and affairs of the Company. The President may sign any deeds, mortgages, bonds, contracts, or other instruments which the Board of Managers has authorized to be executed, except in cases where the signing and execution thereof shall be expressly delegated by the Board of Managers or by this Agreement to some other officer or agent of the Company, or shall be required by law to be otherwise signed or executed. The President shall in general perform all duties incident to the office of President and such other duties as may be prescribed by the Board of Managers from time to time. (iv) Vice President. Each Vice President shall perform such duties as shall be assigned to him or her and shall exercise such powers as may be granted to him or her by the Board of Managers or the President of the Company. (v) Secretary. The Secretary shall (A) keep the minutes of the proceedings of the Member and of the Board of Managers in one or more books provided for that purpose; (B) see that all notices are duly given in accordance with the provisions of this Agreement or as required by law; (C) be custodian of the Company records; (D) keep a register of the post office address of the Member which shall be furnished to the Secretary by such Member; and (E) in general perform all duties incident to the office of Secretary and such other duties as from time to time may be assigned to the Secretary by the President or by the Board of Managers. (vi) Treasurer. The Treasurer shall: (A) have charge and custody of and be responsible for all funds of the Company; (B) receive and give receipts for moneys due and payable to the Company from any source whatsoever, and deposit all such moneys in the name of the Company in such banks, trust companies or other depositories as shall be selected by the Board of Managers; and (C) in general perform all of the duties incident to the office of Treasurer and such other duties as from time to time may be assigned to the Treasurer by the President or by the Board of Managers. (vii) Appointments by the President. The President of the Company may from time to time appoint officers of the Company's operating divisions, and such contracting and attesting officers of the Company as the President may deem proper, who shall have such authority, subject to the control of the Board of Managers, as the President may from time to time prescribe. (i) Limitation of Liability of the Member. The debts, obligations and liabilities of the Company, whether arising in contract, tort, or otherwise, shall be solely the debts, obligations and liabilities of the Company. The Member shall not be obligated personally for any such debt, obligation, or liability of the Company solely by reason of being the Member, except and only to the extent as otherwise expressly required by law. 0) Conflicts of Interest. A Manager, the Member and officers of the Company at any time and from time to time may engage in and possess interests in other business ventures of any and every type and description, independently or with others, with no obligation to offer to the Company or any other Member, Manager or officer the right to participate therein. The Company may transact business -5- ITLLC Limited Liability Agreement with any Manager, Member, officer or affiliate thereof, provided the terms of those transactions are no ' less favorable than those the Company could obtain from unrelated third parties. 7. ASSIGNMENT, TRANSFER, OR SALE OF INTERESTS IN THE COMPANY The Member may sell, assign, pledge, or otherwise encumber or transfer all or any part of its limited liability company interest in the Company to any Person. The Member may resign as a Member of the Company upon the transfer of all of its limited liability company interests in the Company to any Person. Upon the transfer of any limited liability company interests of any Member to any other Person, such Person shall automatically and without any other action by the Company or any Member, be admitted as a Member of the Company. 8. DISSOLUTION AND TERMINATION OF THE COMPANY (a) Events of Dissolution. The Company shall dissolve upon the earlier to occur of: (i) an election to dissolve the Company made by the Member; or (ii) the happening of any event that, under the Act, causes the dissolution of a limited ' liability company. (b) Actions on Dissolution. Upon the dissolution of the Company, the Board of Managers shall act as liquidator to wind up the Company. The proceeds of liquidation shall be applied first to the payment of the debts and liabilities of the Company (including any loans to the Company made by the Member), the expenses of liquidation and the establishment of any reserves that the liquidator deems necessary for potential or contingent liabilities of the Company. Remaining proceeds shall be distributed to the Member as provided in Section 5(a). When all debts, liabilities and obligations have been paid and discharged or adequate provisions have been made therefor and all of the remaining property and assets have been distributed to the Member, the Board of Managers shall file a certificate of cancellation as ' required by the Act. Upon filing the certificate of cancellation, the existence of the Company shall cease, except as otherwise provided in the Act. 9. BOOKS, RECORDS, AND RETURNS (a) Books of Account and Records. A copy of this Agreement and any other records required to be maintained by the Act shall be maintained at the principal office of the Company. All such books and records shall be available for inspection and copying by the Member or its duly authorized representatives during ordinary business hours. The Company shall keep accurate books and records of the operation of the Company which shall reflect all transactions and be appropriate and adequate for the Company's business and for carrying out the provisions of this Agreement. (b) Deposit of Company Funds. Al I revenues, assessments, loan proceeds and other receipts of the Company will be maintained on deposit in interest-bearing and non-interest bearing accounts and other investments as the Board of Managers deems appropriate. 10. INDEMNIFICATION The Company will indemnify and hold harmless each Manager and each officer of the Company from and against any loss, expense, damage, or injury suffered or sustained by any of them by reason of any acts, errors in judgment, omissions, or alleged acts or omissions related to the business of the Company to the fullest extent allowed by law. The Company's duty to indemnify will include any judgment, award, settlement, reasonable legal fees, and other costs and expenses related to the defense of any actual or -6- [TLLC Limited Liability Agreement threatened action, proceeding, or claim and including any payments made by any Manager or any officer, or by reason of any disallowance by any taxing authority of any deduction taken on any Company tax return. The Company shall advance to each Manager or officer any legal expenses required to defend any such claim upon receipt of a written undertaking by or on behalf of such Manager or officer to repay such amounts if it shall ultimately be determined that such Manager or officer is not entitled to be indemnified therefor by the Company. H. COMPANY SEAL The Board of Managers may provide a company seal, which shall be in circular form and shall have inscribed thereon the name of the Company, the state of formation, the original year of incorporation and the words "Company Seal". 12. MISCELLANEOUS (a) Captions. All section or paragraph captions contained in this Agreement are for Iconvenience only and shall not be deemed part of this Agreement. (b) Pronouns, Singular and Plural Form. All pronouns and any variations thereof shall be ' deemed to refer to the masculine, feminine and neuter as the identity of the Person or Persons referred to may require, and all words shall include the singular or plural as the context or the identity of Persons may require. ' (c) Agreement Binding. This Agreement shall be binding upon the successors and assigns of the Member. (d) Governing Law. This Agreement shall be governed, construed, and enforced in accordance with the laws of the State of Delaware (without regard to the choice of law provisions thereof). (e) No Third -Party Beneficiaries. This Agreement is not intended to, and shall not be construed to, create any right enforceable by any Person not a party hereto, including any creditor of the Company or of the Member. IN WITNESS WHEREOF, the undersigned has executed this Agreement to be effective as of the date first written above. REGION RPORATION : By David A. Martin, Senior Vice President & Chief Financial Officer -7- ITLLC Limited Liability Agreement insitufarm- Contract Qualification Active Projects ( 2013 - Present) - Parameter Summary III Last Refresh Date: 05-03.2018 Vinsituform- Contract Qualification Active Projects ( 2013 - Present) - Summary 111 Last Refresh Date: 05-03-2018 4.712 1.963 0 6.675 2.085 33.858 78.342 0 163 110,163 12,751 71 0 12.822 23,133 0 200 23,333 281 0 281 4,813 0 4,813 3,041 0 3.041 709 0 709 1•460 0 423 1.893 869 0 850 725 0 725 827 0 627 88,035 725 78,376 0 788 185,922 111 Last Refresh Date: 05-03-2018 ' P Insituform I Contract Qualification Active Projects { 2013 - Present) - Detail 202233 Prime ROAD CONST. NORTHWEST, INC. CONT*CAG-15-118 RELINE/UPSIZE JA 51% $90,707.00 Rixo.Roberto J 06-09-2015 659 0 659 659 0 6.59 City of Renton. WA City of Renton, WA 1055 South Grady Way 1055 South Grady Way Ring #Gng Renton WA 960554132 Renton WA 98055-2132 -1425 4307223 1 425 4307223 202238 Prime SEATTLE, WA -2014 -REBID RELINfNG CNT.13, PW2015-061 JA 5%$11159,319,21+COK1 Rao, RobertoJ 05-04-2018 420 0 420 235 5,195 0 5,195 143 71 0 214 Seattle Public Utilfties-Seaftte,WA Seattle Public Utiiilies-Seeille,WA 415 0 415 700 Fifth Avenue 700 Fifth Avenue Suite 4900 Suite 4900 381 0 331 Kinp627 Seattle WA 98124 Seattle WA 98124 0 827 +1206 3861834 •1 208 3681834 1.588 5.6" 0 7,252 202243 Prime NEWPORT, OR - 2016 REPAIRS CITY OF NEWPORT 2016 CIPP SWR JA 5% $311,798.60 Rao, Roberto J 05.31-2018 420 0 420 726 0 725 420 725 0 1,145 City of Newport, OR City of NawpoM OR 169 SW Copt Highway 169 SW Coast Highway Newport OR 973654713 Newport OR 97365 116 Last Refresh Date: 05-03-2018 V insitufnrm, 1 +15415743366 +15415743376 202244 Prime KING COUNTY, WA #C01096C16 ; KENT UTILITY LOCAL IMP RVMNT JA 59 $265.221.00 Rtzo, Roberto J 10-06-2016 0 423 423 0 0 423 423 County of King. WA County of King, WA KSC-NR-0503 201 South Jackson Street KSC-NR-0503 201 South Jackson Street Kso-nr-0503 201 South Jackson Street Ksc-nr-0503 201 South Jackson Street King King Seattle WA 98104 Seattle WA 98104 +1206 6841280 +1 206 6841260 202247 Sub MOORE EXCAV,(MEI),PORT LAND OR HUMBOL07 SWR REHAB. #4437 -OC JA 0-/.$569,441,00 Roto, Roberto J 08,25-2018 688 4,230 0 4,796 327 SA41 0 5,141 • 281 0 261 City of Portland -Bureau of City of Ponland-Bureau of 1,698 0 t 698 Environmental Svcs (SES) Environmental Svcs (BES) 1120 SW 5th Avenue 1120 SW 51h Avenue 708 0 708 Room 1000 Room 1000 8,394 4230 0 12,824 Multnomah Multnomah Portland OR 97204 Portland OR 97204 -1603 8235752 +1 503 8235752 202248 Sub INTERWEST CONST, INC, j JOB#1118 - SR203 SAFEFfY IMPVM JA 5! $135,410,00-DUVALL, WA Rizo, Roberto J 09-02.2016M7,700 0 200 1.900 12 1,700 0 200 1-900 City of Duval, WA City of Duvall, WA 216 Last Refresh Date: 05-03.2018 ' V lnsitufvrm- 14525 Main St. NE 14525 Main SL NE P.O. Box 1300 P.O. Box 1300 King King Duvall WA 98019 Duvall WA 98019 -1425 7850257 -1425 7880257 202249 Prime RENTON WA, RENTON HIGHLANDS PH1 SEW.SMH REHAB PH1,P#WWP2703887 Slat - JA 5% $1,259,423.43 Rizo, Roberto J 01.10-2017 540 0 540 765 3,919 26,808 0 30.727 1.389 0 1.309 City of Renton. WA City of Renton. WA ' 1055 South Grady Way 332 1055 South Grady Way p 332 King King 5,620 27,348 0 32,988 Renton WA 98055.2132 Renton WA 98055-2132 +1425 4307223 +1425 4307223 Project JDF Job Number nole 202253 Prime inject Dewiption FEDERAL WAY,WA (RFB#18-011) MARINE HILLS STORMWATER RPAIR project Slah" 21 JA 5% $1,132;441.50 Rizo, RobertoJ 01.17-2017 13,760 0 13,760 6 1,315 0 f,315 /.580 0 1,580 City of Federal Wry, We City W Federal Nay, V14 33325 81h Avenue S 18.855 33325 8th Avenue S 0 16,655 King Federal Nay WA 98063-5006 Fetal Wry WA 98063.5006 +1253 8352700 +1253 8352700 202260 Prime TACOMANVA 2017G, I WW SEVVER REH.SPEC#ES17.0002F JA 5% 81,045,725.00 Miller, Daren A 0647-2017 8.972 0 8.972 175 1,057 0 1,057 4,070 0 4,070 Unknown Cay of Tacoma, WA= Main Location 621 0 821 318 Last Refresh Date: 05.03-2018 ' Vlnsituform 2201 Portland Ave ' 2201 Portland Avenue r 590 0 590 Unknown Pierce 15.319 0 15,310 Tacoma WA 98409 +1253 5915588 L6 202251 Sub P,010c, Nwipt�6,i Project Static MOORE EXCAV.(MEI),PORTLAND OR WOODLAWN-KING ST. SEWER REHAB OtloirialConirac, JA 5% $281,424.00 Miller DerenA 0640017 0 0 p 0 0 City of Portland-Bureau of City of Pofllon"ureau of ' Environmental Svcs (BES) Environmental Svcs (BES) 1120 SW 5th Avenue 1120 SW SM Avenue Room 1000 Room 1000 Multnomah Multnomah Portland OR 97204 Portend OR 97204 ' +1503 8235752 +1 503 8235752 ' 202262 Prime a MCORE EXCAV.(MEI),PORTLAND OR 2017 MT. SCOTT-y't485-0C JA 51 $174504.30 Miller. Daren A 02.28-2017 1,700 1,700 0 70 260 0 260 362 0 362 City of Portland-Bureau of City of Portland-Bureau of Environmental Svcs (BES) Environmental Svcs (BES) r 200 0 280 1120 SW 5th Avenue 1120 SW 5th Avenue 2.582 0 2,582 Room 1000 Room 1000 Multnomah Multnomah Portland OR 97204 Pofftnd OR 97204 +1 503 8235752 -15038236752 a Job Number ;Role 202263 Prime [Pmj SEDR0-N400LLEY, WA 2017-PW-,6 2017 SANITARY SWR CIPP PROJECT a c i JA 5% $361, CO2.29 Miller. DarenA 011-07-1017 1405 0 1,405 211 418 Last Refresh Dake: 05-03-2018 V ifnsituform a , Miller. Daren A 08-14-20'7 3.520 0 3.520 21 1,427 56 3,520 0 3,520 City of no", OR City of Titprd, OR 13125 SW Hall Blvd 13125 SW Hall Blvd ' City of Sedro-vooltay, Wa City of SedrowoWey, Wa 9,678 0 9.576 720 Murdock Street 720 Murdock Street 295 0 295 Skagit Skagit 603 0 803 Sedm WA 98284-1426 Sedro WA 98284-1426 150 0 150 +13608561100 +1 360 8561100 11,528 0 11,528 202264 Prime TIGARD. OR - PACIFIC HWY I PACIFIC HIGHWAY SS LINE JA 5% 3146.041.00 202265 Sub TRENCH LINE EXCAVATING I SETTLER WAY SWR- BEAVERTON, OR JA 5% $287,798.40 Monis, James Michael a , Miller. Daren A 08-14-20'7 3.520 0 3.520 21 1,427 56 3,520 0 3,520 City of no", OR City of Titprd, OR 13125 SW Hall Blvd 13125 SW Hall Blvd Nhshirytort Woo -gran Tigard OR 97223-8144 Tigard OR 97223-8144 +1503 6394171 +1 503 6394171 202265 Sub TRENCH LINE EXCAVATING I SETTLER WAY SWR- BEAVERTON, OR JA 5% $287,798.40 Monis, James Michael 10-18-2017 1,427 0 1,427 56 " 2.265 0 205 774 0 774 City of Beaverton, OR City of Beaverton, OR 12725 SW Milliken Way 12725 SW Milliken Way 603 0 803 Washington Washington 377 0 377 Beaverton OR 970764755 Beaverton OR 9707614755 4,019 1,427 0 5,446 +1 503 5262223 +1 503 5282223 202266 Prime SEATTLE, WA -2016.116 1 2016 SWR LINING CONT. #1 JA 5% $3,285,521.63 Moms, James Michael 10-04-20171,003 0 1,003 1,024 245 37.892 0 38.137 4,781 0 4,781 5/6 Last Refresh Date: 05.03-2018 V r//si ulVtimi, 6/6 Last Refresh Date: 05-03-2018 Seattle Pubic lA:i4les•SeatBe,VWA Seattle Pubk Utilibes-Seattle, WA ' 700 Fifth Avenue 700 Fifth Avenue 561 0 56, Suite 4900 Suite 4900 5.667 38.895 0 44,482 King King Seattle WA 98124 Seattle WA 98124 +1206 3861834 .1206 3861834 202269 Sub TAPANt INC,WINLOCKWA I WINLOCK INFLOW& INFILTRATION Project • .iR 51,5230.4+3.30 PO#181202.1DD2 Morris, James Michael 11-15-2017 3,307 0 77 3,673 0 163 3.236 6,880 0 163 6,543 Tapmd L%dnprowtd, krc. Cip' of Wt inlock, WA 323 NE 1st SL 1904 SE 6th Place Lewis Battle Ground WA 98604 Winlock WA 98596 *1 360 6871148 •1 380 M6289 1 1 1 1 1 PittsituAwm- 1,1 Last Refresh Date: 05-03-2018 1 Contract Qualification Active Projects ( 2013 - Present) - Detail Contract Value 1 Pol.ct JOE Contract 202233 390.70?.CO Details 5'.'0 $90,707 Av 202238 $1,159,319.21 5%$1,159,319,21 *CON, 202243 $311,798,60 5%$311,798,60 202244 $265,221,00 5%$265.221,00 1 202247 $569,441,00 0%9,4 $5641.00 202248 $135,410.00 5%$135410. QU-DUVALL, WA 202249 $1,269,423.43 5%$1,269,423.43 202253 $1,132,441.50 5%$/.132,441.50 202260 $1.046,725,00 5%51,046,725.00 202262 $174,604,00 5%$174,804.00 202263 $361.002.29 5% S361,002.29 1 202264 $146041.00 5%5148,041,00 y 202265 $287,799A0 Y 5%$287,799AD 202266 $3.285,521,63 51/.$3,285,521,63 202269 $230,413.30 5%$230.413.30 PON181202.1002 1 1 i 1 i 1 i 1 1 $10.467,666.36 s. jr CONTRACT _... (Pagel of 3) ` THIS AGREEMENT is dated the day of in the year 2018 by and between City of Bremerton (hereinafter called CITY) and f Insituform Technologies, LLC (hereinafter called CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled 2018 Sewer Rehabilitation ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Substantial Completion within 90 calendar days from the commencement date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY �Y. will suffer financial Ioss if the WORK is not completed within the time specified in Article 2 herein, 3 plus any extensions thereof allowed in accordance with Section 1-08.8 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK 3 is not completed on time. Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $1000 per day after the date of Substantial Completion. ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 1-07.2(2) of the Special Provisions. ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09.9 of the Standard Specifications which may be modified by the Special Provisions. Applications for Payment will be processed by ENGINEER as provided in the Special Provisions tzf6-/ - Contractor Initials City of Bremerton April 2018 2018 Setiver Rehabilllallon CF -1 CONTRACT (Page 2 of 3) ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract and the following which are either attached or incorporated herein by reference: - Notice Inviting Bids, - Bidders Checldist, - Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, - Performance Bond, - Payment Bond, - Standard Specifications, - Amendments to the Standard Specifications, - Appendices, - Special Provisions, - Contract Plans, - Addenda numbers to , inclusive. - Change Orders which maybe delivered or issued after Effective Date of the Agreement and are not attached hereto. ' There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Section 1-04.4 of the Standard Specifications which may be modified by the Special Provisions. ' ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in ' accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, sub consultants, and the officers, directors, employees, and agents of each and any ' of them, against and from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful ' misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the contract. Contractor Initials ' City of -Bremerton April 2018 2018 Sewer Rehabilitation CF -2 1 CONTRACT (Page 3 of 3) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies 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. The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. CITY 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 of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written. CITY: City of Bremerton (Signa e) By Greg Wheeler, Mayor (Printed name) 7 Attest Address for giving notices .345 0, 1 i I (w1u.6h wA 11 1 OIS33 rl Apprc�d as Form: ti (/ tore) City Attorney (Title) City of Bremerton 2018 Sewer Rehabilitation CONTRACTOR Insituform Technologies I L_C By Whittney Schulte, Contracting & Attesting Officer (Printed name) [CORPORATE SEAL] Attest Laura Andreski, Contracting & Attesting Officer Address for giving notices 17988 Edison Avenue Chesterfield, MO 63005 License No. INSITTL883CW Agent for service of process: CSC- Corporation Service Company April 2018 CF -3 t CONTRACT CERTIFICATE (if Limited Liability Company) x STATE OF MISSOURI ) SS: COUNTY OF SAINT LOUIS I HEREBY CERTIFY that a meeting of the Members of the Insituform Technologies, LLC a Limited Liability Company existing under the laws of the State of Delaware held en N/A President Appointment of Officers Certificate g �8 the following rereseltition was duly passed and adopted: �j "RESOLVED, that Whittney Schulte officers and Laura Andreski as�eFsof the. Limited Liability Company, be and are hereby authorized to execute the CONTRACT dated 2018, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this F day of June 2018. Insituform Technolo ° es, LLC A kfmed Liability Comp Any & Attesting Officer By; N/A 11,4emhQ4: (SEAL) City of Bremerton April 2018 2018 Sewer Rehabilitation C1-7 PERFORMANCE BOND (Page 1 of 2) BOND NO. 106908169 KNOW ALL MEN BY THESE PRESENTS, That Insituform Technologies, LLC, 17988 Edison Avenue, Chesterfield, MO 63005 as CONTRACTOR, and Travelers Casualty and Surety Company of America, One Tower Square, Hartford, CT 06183 as Surety, are held and firmly bound unto City of Bretherton hereinafter called "OWNER," in the sum of Eight Hundred Sixty Four Thousand Four Hundred and 521100 ($864,400.52) dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, 2018 Sewer Rehabilitation"; now, therefore, In the event CONTRACTOR fails to timely or properly perform any of the requirements of the Contract Documents at the times and in the manner contained therein, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER in excess of the Contract amount due to the CONTRACTOR'S failure to comply with any contract or permit conditions or other applicable laws and regulations. The Surety agrees that within 30 calendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terns guaranteed by this bond, the Surety shall either: ' 1. Notify the OWNER in writing of its intent to cure the default itself within a reasonable period of time acceptable to the OWNER. The OWNER agrees to pay the balance of the Contract price to the Surety in accordance with the terms of the Contract, or 2. Tender to the OWNER the demanded sum, up to the amount of the bond. However, if the ' amount necessary for the OWNER to cure the default is less than the amount tendered, the OWNER will return, without interest, any overpayment to the Surety. PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes ' in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or . ' said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. 01), of &emerlon April 2018 2018 Sewer Rehabilitation CF -9 1 F-1 Ll 1 PERFORMANCE BOND ' (Page 2 of 2) The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not limited to fees and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. ' The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is not limited to the amount of funds held by the Surety. This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR. 1 11 I� This bond shall remain in full force and effect for a period of one (1) year following final acceptance of the project by the City, and until the bond is released in writing by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of 2018. (SEAL) (SEAL) Insitafonn Technologies, LLC Travelers Casualty and Surety Company of America (CONTRACTOR) (Sure By: _ By: (Signaand SEAL) (Signature an SEAL) Whittney Schulte, C trading & Attesting Officer Donna Robson, Attorney -in -Fact (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent: Address of Surety for service of process: (must be a physical address) CUy ojBremeilon 2018 Seiver Rehabilllallon Travelers Attn: Surety Claims Dept. One Tower Square 2S1A Hartford, CT 06183 Travelers 1501 4th Ave.. Suite 400 Seattle, WA 98101 1pril 2018 Cl -10 PAYMENT BOND (Page 1 of 2) BOND NO. 106908169 KNOW ALL MEN BY THESE PRESENTS, That Insituform Technologies, LLC, 17988 Edison Avenue, Chesterfield, MO 63005 as CONTRACTOR, a11d Travelers Casualty and Surety Company of America, One Tower Square, Hartford, CT 06183 as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of Eight Hundred Sixty Four Thousand Four Hundred and 52/100 ($864,400.52) dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SACH, that said CONTRACTOR has been awarded and is about to enter into the annexed CONTRACT with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, 2018 Sewer Rehabilitation"; now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other supplies, or for rental of salve, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court. This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in anyway release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the CONTRACT is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. City of Bremerton ' 2018 Sewer Rehabilitation 1 April 2018 CF -i 1 PAYMENT BOND (Page 2 of 2) IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of .2018. Insituform Technologies, LLC Travelers Casualty and Surety Company of America (CONTRACTOR) r ) By: — By:",tAM: (Signature SEAL) (Signature and SEAL) Whittney Schulte,Contracting & Attesting Officer Donna Robson, Attorney -in -Fact (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent: Travelers Attn: Surety Claims Dept One Tower Square 2S1A Address of Surety for service of process: (must be a physical address) Hartford, CT 06183 Travelers 1501 4th Ave., Suite 400 Seattle, WA 98101 END OF CONTRACT FORMS Ciiy ofQrenrertorr April 2018 2018 Smter Rehabililariou CF -12 State of Missouri ' County of St. Louis ' On 6/06/2018, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Donna Robson known to me to be Attorney -in -Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. oil ' Amanda L. Williams, Notary Public ' AMANDA L WILLIAMS Notary Public — Notary Seal State of Missouri, St. Louis County r-- Commission # 13507257 ' My Commission Expires: My commission Expires July 24, 2021 - - - - - - - - - C C u n 11 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERSJ St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Donna Robson, of Chesterfield, Missouri, their true and lawful Attorney -in -Fact 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. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. �ti1Q £uiflp ��, Sv aq.Q.. State of Connecticut City of Hartford ss. By: F✓��,,... -Robert L. Raney, Se or Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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. In Witness Whereof, I hereunto set my hand and official seal. („T!r My Commission expires the 30th day of June, 2021 1 * FU6t� � Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and ' Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 remains in full force and effect. Dated this 06 day of June , 2018 e, r5r,/ Kevin E. Hughes, Assi tant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above-named Attorney -in -Fact and the details of the bond to which the power is attached. PART II AMENDMENTS TO THE STANDARD SPECIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK K 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 INTRO.AP1 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2018 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1-02.AP1 Section 1-02, Bid Procedures and Conditions January 2, 2018 1-02.4(1) General This section is supplemented with the following: Prospective Bidders are advised that the Contracting Agency may include a partially completed Washington State Department of Ecology (Ecology) Transfer of Coverage (Ecology Form ECY 020-87a) for the Construction Stormwater General Permit (CSWGP) as part of the Bid Documents. When the Contracting Agency requires the transfer of coverage of the CSWGP to the Contractor, an informational copy of the Transfer of Coverage and the associated CSWGP will be included in the appendices. As a condition of Section 1-03.3, the Contractor is required to complete sections I, III, and VIII of the Transfer of Coverage and return the form to the Contracting Agency. The Contracting Agency is responsible for compliance with the CSWGP until the end of day that the Contract is executed. Beginning on the day after the Contract is executed, the Contractor shall assume complete legal responsibility for compliance with the CSWGP and full implementation of all conditions of the CSWGP as they apply to the Contract Work. 1-02.6 Preparation of Proposal Item number 1 of the second paragraph is revised to read: A unit price for each item (omitting digits more than two places to the right of the decimal point), The following new paragraph is inserted before the last paragraph: The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form (WSDOT Form 272-009). Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 1-03.AP1 3 Section 1-03, Award and Execution of Contract 4 January 2, 2018 5 1-03.3 Execution of Contract 6 The first paragraph is revised to read: 7 8 Within 20 calendar days after the Award date, the successful Bidder shall return the 9 signed Contracting Agency -prepared Contract, an insurance certification as required by 10 Section 1-07.18, a satisfactory bond as required by law and Section 1-03.4, the Transfer 11 of Coverage form for the Construction Stormwater General Permit with sections I, III, 12 and VIII completed when provided, and shall be registered as a contractor in the state of 13 Washington. 14 15 1-03.5 Failure to Execute Contract 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 The first sentence is revised to read: Failure to return the insurance certification and bond with the signed Contract as required in Section 1-03.3, or failure to provide Disadvantaged, Minority or Women's Business Enterprise information if required in the Contract, or failure or refusal to sign the Contract, or failure to register as a contractor in the state of Washington, or failure to return the completed Transfer of Coverage for the Construction Stormwater General Permit to the Contracting Agency when provided shall result in forfeiture of the proposal bond or deposit of this Bidder. 1-06.AP1 Section 1-06, Control of Material January 2, 2018 1-06.1(3) Aggregate Source Approval (ASA) Database This section is supplemented with the following: Regardless of status of the source, whether listed or not listed in the ASA database the source owner may be asked to provide testing results for toxicity in accordance with Section 9-03.21(1). 1-06.2(2)D Quality Level Analysis This section is supplemented with the following new subsection: 1-06.2(2)D5 Quality Level Calculation — HMA Compaction The procedures for determining the quality level and pay factor for HMA compaction are as follows: Determine the arithmetic mean, Xm, for compaction of the lot: X,,, _ Y, xx n Where: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 x = individual compaction test values for each sublot in the lot. 2 7x = summation of individual compaction test values 3 n = total number test values 4 5 2. Compute the sample standard deviation, "S", for each constituent: 6 z n�xz -(yx) z 7 S— rz�rz —1) 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Where: 7x2 = summation of the squares of individual compaction test values (ZX)2 = summation of the individual compaction test values squared 3. Compute the lower quality index (QL): XM — LSL S Where: LSL = 91.5 4. Determine PL (the percent within the lower Specification limit which corresponds to a given QL) from Table 1. For negative values of QL, PL is equal to 100 minus the table PL. If the value of QL does not correspond exactly to a figure in the table, use the next higher value. 5. Determine the quality level (the total percent within Specification limits): Quality Level = PL 6. Using the quality level from step 5, determine the composite pay factor (CPF) from Table 2. 7. If the CPF determined from step 6 is 1.00 or greater: use that CPF for the compaction lot; however, the maximum HMA compaction CPF using an LSL = 91.5 shall be 1.05. 8. If the CPF from step 6 is not 1.00 or greater: repeat steps 3 through 6 using an LSL = 91.0. The value thus determined shall be the HMA compaction CPF for that lot; however, the maximum HMA compaction CPF using an LSL = 91.00 shall be 1.00. 1-06.2(2)D4 Quality Level Calculation The first paragraph (excluding the numbered list) is revised to read: The procedures for determining the quality level and pay factors for a material, other than HMA compaction, are as follows: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 1-07.AP1 2 Section 1-07, Legal 3 January 2, 2018 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Relations and Responsibilities to the Public 1-07.5(3) State Department of Ecology This section is supplemented with the following: 9. When a violation of the CSWGP occurs, immediately notify the Engineer and fill out WSDOT Form 422-011, Contractor ECAP Report, and submit the form to the Engineer within 48 hours of the violation. 10. Once Physical Completion has been given, prepare a Notice of Termination (Ecology Form ECY 020-87) and submit the Notice of Termination electronically to the Engineer in a PDF format a minimum of 7 calendar days prior to submitting the Notice of Termination to Ecology. 11. Transfer the CSWGP coverage to the Contracting Agency when Physical Completion has been given and the Engineer has determined that the project site is not stabilized from erosion. 12. Submit copies of all correspondence with Ecology electronically to the Engineer in a PDF format within four calendar days. 1-07.7(1) General The first sentence of the third paragraph is revised to read: When the Contractor moves equipment or materials on or over Structures, culverts or pipes, the Contractor may operate equipment with only the load -limit restrictions in Section 1-07.7(2). The first sentence of the last paragraph is revised to read: Unit prices shall cover all costs for operating over Structures, culverts and pipes. 1-07.9(2) Posting Notices The second sentence of the first paragraph (up until the colon) is revised to read: The Contractor shall ensure the most current edition of the following are posted: In items 1 through 10, the revision dates are deleted. 1-07.11(2) Contractual Requirements In this section, "creed" is revised to read "religion". Item numbers 1 through 9 are revised to read 2 through 10, respectively. After the preceding Amendment is applied, the following new item number 1 is inserted: The Contractor shall maintain a Work site that is free of harassment, humiliation, fear, hostility and intimidation at all times. Behaviors that violate this requirement include but are not limited to: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 a. Persistent conduct that is offensive and unwelcome. b. Conduct that is considered to be hazing. c. Jokes about race, gender, or sexuality that are offensive. d. Unwelcome, unwanted, rude or offensive conduct or advances of a sexual nature which interferes with a person's ability to perform their job or creates an intimidating, hostile, or offensive work environment. e. Language or conduct that is offensive, threatening, intimidating or hostile based on race, gender, or sexual orientation. Repeating rumors about individuals in the Work Site that are considered to be harassing or harmful to the individual's reputation. 1-07.11(5) Sanctions This section is supplemented with the following: Immediately upon the Engineer's request, the Contractor shall remove from the Work site any employee engaging in behaviors that promote harassment, humiliation, fear or intimidation including but not limited to those described in these specifications. 1-07.11(6) Incorporation of Provisions The first sentence is revised to read: The Contractor shall include the provisions of Section 1-07.11(2) Contractual Requirements (1) through (5) and the Section 1-07.11(5) Sanctions in every subcontract including procurement of materials and leases of equipment. 1-07.18 Public Liability and Property Damage Insurance Item number 1 is supplemented with the following new sentence: This policy shall be kept in force from the execution date of the Contract until the Physical Completion Date. 1-08.AP1 Section 1-08, Prosecution and Progress January 2, 2018 1-08.5 Time for Completion Item number 2 of the sixth paragraph is supplemented with the following: A copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8- 01.3(16). City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1-08.7 Maintenance During Suspension The fifth paragraph is revised to read: The Contractor shall protect and maintain all other Work in areas not used by traffic. All costs associated with protecting and maintaining such Work shall be the responsibility of the Contractor. 2-09.AP2 Section 2-09, Structure Excavation January 2, 2018 2-09.3(3)D Shoring and Cofferdams The first sentence of the sixth paragraph is revised to read: Structural shoring and cofferdams shall be designed for conditions stated in this Section using methods shown in Division I Section 5 of the AASHTO Standard Specifications for Highway Bridges Seventeenth Edition — 2002 for allowable stress design, or the AASHTO LRFD Bridge Design Specifications for load and resistance factor design. 5-04.AP5 Section 5-04, Hot Mix Asphalt January 2, 2018 5-04.1 Description The last sentence of the first paragraph is revised to read: The manufacture of HMA may include additives or processes that reduce the optimum mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance with these Specifications. 5-04.2 Materials The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". 5-04.2(1) How to Get an HMA Mix Design on the QPL The last bullet in the first paragraph is revised to read: Do not include HMA additives that reduce the optimum mixing temperature or serve as a compaction aid when developing a mix design or submitting a mix design for QPL evaluation. The use of HMA additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. In the table, "WSDOT Standard Practice QC -8" is revised to read "WSDOT Standard Practice QC -8 located in the WSDOT Materials Manual M 46-01". 5-04.2(1)C Mix Design Resubmittal for QPL Approval Item number 3 of the first paragraph is revised to read: 3. Changes in modifiers used in the asphalt binder. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 5-04.2(2)B Using Warm Mix Asphalt Processes 2 This section, including title, is revised to read: 3 4 5-04.2(2)B Using HMAAdditives 5 The Contractor may, at the Contractor's discretion, elect to use additives that reduce the 6 optimum mixing temperature or serve as a compaction aid for producing HMA. Additives 7 include organic additives, chemical additives and foaming processes. The use of 8 Additives is subject to the following: 9 10 Do not use additives that reduce the mixing temperature in accordance with 11 Section 5-04.3(6) in the production of High RAP/Any RAS mixtures. 12 13 Before using additives, obtain the Engineer's approval using WSDOT Form 14 350-076 to describe the proposed additive and process. 15 16 5-04.3(3)A Mixing Plant 17 In item number 5 of the first paragraph, "WSDOT T 168" is revised to read "FOP for 18 AASHTO T 168". 19 20 5-04.3(4) Preparation of Existing Paved Surfaces 21 The first sentence of the fourth paragraph is revised to read: 22 23 Unless otherwise approved by the Engineer, use cationic emulsified asphalt CSS -1, 24 CSS -1 h, or Performance Graded (PG) asphalt for tack coat. 25 26 5-04.3(6) Mixing 27 The first paragraph is revised to read: 28 29 The asphalt supplier shall introduce recycling agent and anti -stripping additive, in the 30 amount designated on the QPL for the mix design, into the asphalt binder prior to 31 shipment to the asphalt mixing plant. 32 33 The seventh paragraph is revised to read: 34 35 Upon discharge from the mixer, ensure that the temperature of the HMA does not 36 exceed the optimum mixing temperature shown on the approved Mix Design Report by 37 more than 25°F, or as approved by the Engineer. When an additive is included in the 38 manufacture of HMA, do not heat the additive (at any stage of production including in 39 binder storage tanks) to a temperature higher than the maximum recommended by the 40 manufacturer of the additive. 41 42 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 43 The following new paragraph is inserted after the first paragraph: 44 45 The Contracting Agency's combined aggregate bulk specific gravity (Gsb) blend as 46 shown on the HMA Mix Design will be used for VMA calculations until the Contractor 47 submits a written request for a Gsb test. The new Gsb will be used in the VMA 48 calculations for HMA from the date the Engineer receives the written request for a Gsb 49 retest. The Contractor may request aggregate specific gravity (Gsb) testing be 50 performed by the Contracting Agency twice per project. The Gsb blend of the combined City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 stockpiles will be used to calculate voids in mineral aggregate (VMA) of any HMA produced after the new Gsb is determined. 5-04.3(9)A1 Test Section — When Required, When to Stop The following new row is inserted after the second row in Table 9: VMA Minimum PF; of 0.95 None based on the criteria in Section 5-04.3(9)B42 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section In Table 9a, the test property "Gradation, Asphalt Binder, and Va" is revised to read "Gradation, Asphalt Binder, VMA, and Va" 5-04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing In Table 11, "Va" is revised to read "VMA and Va" 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) The following new row is inserted above the last row in Table 12: Voids in Mineral Aggregate 2 VMA 5-04.3(9)B7 Mixture Statistical Evaluation — Retests The second to last sentence is revised to read: The sample will be tested for a complete gradation analysis, asphalt binder content, VMA and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place of the original mixture sublot sample test results. 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots The bulleted item in the fourth paragraph is revised to read: For a compaction lot in progress with a compaction CPF less than 0.75 using an LSL = 91.0, a new compaction lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5-04.3(11)F. 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments The first sentence in the second paragraph is revised to read: For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay Factor (CPF). The last two paragraphs are revised to read: Determine the Compaction Price Adjustment (CPA) from the table below, selecting the equation for CPA that corresponds to the value of CPF determined above. Calculating HMA Compaction Price Adjustment (CPA) Value of CPF Equation for Calculating CPA When CPF > 1.00 CPA = [0.80 x (CPF — 1.00)] x Q x UP When CPF = 1.00 CPA = $0 When CPF < 1.0 CPA = [0.40 x (CPF — 1.00)] x Q x UP Where CPA = Compaction Price Adjustment for the compaction lot ($) CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) Q = Quantity in the compaction lot (tons) UP = Unit price of the HMA in the compaction lot ($/ton) 6-01.AP6 Section 6-01, General Requirements for Structures January 2, 2018 19 6-01.10 Utilities Supported by or Attached to Bridges 20 In the third paragraph, "Federal Standard 595" is revised to read "SAE AMS Standard 595" 21 22 6-01.12 Final Cleanup 23 The second paragraph is deleted. 24 25 6-02.AP6 26 Section 6-02, Concrete Structures 27 January 2, 2018 28 6-02.3(2)A Contractor Mix Design 29 The last sentence of the last paragraph is revised to read: 30 31 For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 32 7.5 percent for all concrete placed above the finished ground line unless noted 33 otherwise. 34 35 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 36 Item number 5 of the first paragraph is deleted. 37 38 Item number 6 of the first paragraph (after the preceding Amendment is applied) is 39 renumbered to 5. 40 City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6-02.3(4)D Temperature and Time For Placement The following is inserted after the first sentence of the first paragraph: The upper temperature limit for placement for Class 4000D concrete may be increased to a maximum of 80°F if allowed by the Engineer. 6-02.3(6)A1 Hot Weather Protection The first paragraph is revised to read: The Contractor shall provide concrete within the specified temperature limits. Cooling of the coarse aggregate piles by sprinkling with water is permitted provided the moisture content is monitored, the mixing water is adjusted for the free water in the aggregate and the coarse aggregate is removed from at least 1 foot above the bottom of the pile. Sprinkling of fine aggregate piles with water is not allowed. Refrigerating mixing water or replacing all or part of the mixing water with crushed ice is permitted, provided the ice is completely melted by placing time. The second sentence of the second paragraph is revised to read: These surfaces include forms, reinforcing steel, steel beam flanges, and any others that touch the concrete. 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing In the third subparagraph of the first paragraph, the last sentence is revised to read: The Contractor shall texture the bridge deck surface to within 3 -inches minimum and 24 -inches maximum of the edge of concrete at expansion joints, within 1 -foot minimum and 2 -feet maximum of the curb line, and within 3 -inches minimum and 9 -inches maximum of the perimeter of bridge drain assemblies. 6-02.3(13)A Strip Seal Expansion Joint System In item number 3 of the third paragraph, "Federal Standard 595" is revised to read "SAE AMS Standard 595". 6-02.3(24)C Placing and Fastening The fourth sentence of the second paragraph is revised to read: All epoxy -coated bars in the top mat of the bridge deck shall be tied at all intersections, however they may be tied at alternate intersections when spacing is less than 1 foot in each direction and they are supported by continuous supports meeting all other requirements of supports for epoxy -coated bars. The sixth paragraph (excluding the numbered list) is revised to read: Precast concrete supports (or other accepted devices) shall be used to maintain the concrete coverage required by the Plans. The precast concrete supports shall: Item number 2 of the sixth paragraph is revised to read: 2. Have a compressive strength equal to or greater than that of the concrete in which they are embedded. City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The first sentence of the seventh paragraph is revised to read: In slabs, each precast concrete support shall have either: (1) a grooved top that will hold the reinforcing bar in place, or (2) an embedded wire that protrudes and is tied to the reinforcing steel. The eighth paragraph is revised to read: Precast concrete supports may be accepted based on a Manufacturer's Certificate of Compliance. The ninth paragraph (excluding the numbered list) is revised to read: In lieu of precast concrete supports, the Contractor may use metal or all -plastic supports to hold uncoated bars. Any surface of a metal support that will not be covered by at least %2 inch of concrete shall be one of the following: The tenth paragraph is revised to read: In lieu of precast concrete supports, epoxy -coated reinforcing bars may be supported by one of the following: Metal supports coated entirely with a dielectric material such as epoxy or plastic, 2. Other epoxy -coated reinforcing bars, or 3. All -plastic supports. The following new paragraph is inserted after the tenth paragraph: Damaged coatings on metal bar supports shall be repaired prior to placing concrete. The twelfth paragraph (after the preceding Amendment is applied) is revised to read: All -plastic supports shall be lightweight, non -porous, and chemically inert in concrete. All -plastic supports shall have rounded seatings, shall not deform under load during normal temperatures, and shall not shatter or crack under impact loading in cold weather. All -plastic supports shall be placed at spacings greater than 1 foot along the bar and shall have at least 25 percent of their gross place area perforated to compensate for the difference in the coefficient of thermal expansion between plastic and concrete. The shape and configuration of all -plastic supports shall permit complete concrete consolidation in and around the support. The thirteenth paragraph (after the preceding Amendment is applied) is revised to read: A "mat' is two adjacent and perpendicular layers of reinforcing steel. In bridge decks, top and bottom mats shall be supported adequately enough to hold both in their proper positions. If bar supports directly support, or are directly supported on No. 4 bars, they shall be spaced at not more than 3 -foot intervals (or not more than 4 -foot intervals for City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 bars No. 5 and larger). Wire ties to girder stirrups shall not be considered as supports. 2 To provide a rigid mat, the Contractor shall add other supports and tie wires to the top 3 mat as needed. 4 5 6 6-02.3(28)D Contractors Control Strength 7 In the first paragraph, "WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO 8 T 23". 9 10 6-05.AP6 11 Section 6-05, Piling 12 January 2, 2018 13 6-05.3(9)A Pile Driving Equipment Approval 14 The fourth sentence of the second paragraph is revised to read: 15 16 For prestressed concrete piles, the allowable driving stress in kips per square inch shall 17 be 0.095 f', plus prestress in tension, and 0.85f', minus prestress in compression, 18 where f', is the concrete compressive strength in kips per square inch. 19 20 6-07.AP6 21 Section 6-07, Painting 22 January 2, 2018 23 6-07.3(6)A Paint Containers 24 In item number 2 of the first paragraph, "Federal Standard 595" is revised to read "SAE AMS 25 Standard 595". 26 27 6-08.AP6 28 Section 6-08, Bituminous Surfacing on Structure Decks 29 January 2, 2018 30 6-08.3(7)A Concrete Deck Preparation 31 The first sentence of the first paragraph is revised to read: 32 33 The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish 34 the extent of bridge deck repair in accordance with Section 6-09.3(6). 35 36 6-09.AP6 37 Section 6-09, Modified Concrete Overlays 38 January 2, 2018 39 6-09.3 Construction Requirements 40 This section is supplemented with the following new subsection: 41 42 6-09.3(15) Sealing and Texturing Concrete Overlay 43 After the requirements for checking for bond have been met, all joints and visible cracks 44 shall be filled and sealed with a high molecular weight methacrylate resin (HMWM). The 45 Contractor may use compressed air to accelerate drying of the deck surface for crack 46 identification and sealing. Cracks 1/16 inch and greater in width shall receive two City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 applications of HMWM. Immediately following the application of HMWM, the wetted 2 surface shall be coated with sand for abrasive finish. 3 4 After all cracks have been filled and sealed and the HMWM resin has cured, the 5 concrete overlay surface shall receive a longitudinally sawn texture in accordance with 6 Section 6-02.3(10)D5. 7 8 Traffic shall not be permitted on the finished concrete until it has reached a minimum 9 compressive strength of 3,000 psi as verified by rebound number determined in 10 accordance with ASTM C805 and the longitudinally sawn texture is completed. 11 12 6-09.3(1)B Rotary Milling Machines 13 This section is revised to read: 14 15 Rotary milling machines used to remove an upper layer of existing concrete overlay, 16 when present, shall have a maximum operating weight of 50,000 pounds and conform 17 to Section 6-08.3(5)B. 18 19 6-09.3(1)C Hydro -Demolition Machines 20 The first sentence of this section is revised to read: 21 22 Hydro -demolition machines shall consist of filtering and pumping units operating in 23 conjunction with a remote-controlled robotic device, using high -velocity water jets to 24 remove sound concrete to the nominal scarification depth shown in the Plans with a 25 single pass of the machine, and with the simultaneous removal of deteriorated concrete. 26 27 6-09.3(1)D Shot Blasting Machines 28 This section, including title, is revised to read: 29 30 6-09.3(1)D Vacant 31 32 6-09.3(2) Submittals 33 Item number 1 and 2 are revised to read: 34 35 1. A Type 1 Working Drawing consisting of catalog cuts and operating parameters of 36 the hydro -demolition machine selected by the Contractor for use in this project to 37 scarify concrete surfaces. 38 39 2. A Type 1 Working Drawing consisting of catalog cuts, operating parameters, axle 40 loads, and axle spacing of the rotary milling machine (if used to remove an upper 41 layer of existing concrete overlay when present). 42 43 The first sentence of item number 3 is revised to read: 44 45 A Type 2 Working Drawing of the Runoff Water Disposal Plan. 46 47 6-09.3(5)A General 48 The first sentence of the fourth paragraph is revised to read: 49 City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 All areas of the deck that are inaccessible to the selected scarifying machine shall be scarified to remove the concrete surface matrix to a maximum nominal scarification depth shown in the Plans by a method acceptable to the Engineer. This section is supplemented with the following: Concrete process water generated by scarifying concrete surface and removing existing concrete overlay operations shall be contained, collected, and disposed of in accordance with Section 5-01.3(11) and Section 6-09.3(5)C, and the Section 6-09.3(2) Runoff Water Disposal Plan. 6-09.3(5)B Testing of Hydro -Demolition and Shot Blasting Machines This section's title is revised to read: Testing of Hydro -Demolition Machines The second paragraph is revised to read: In the "sound" area of concrete, the equipment shall be programmed to remove concrete to the nominal scarification depth shown in the Plans with a single pass of the machine. 6-09.3(5)D Shot Blasting This section, including title, is revised to read: 6-09.3(5)D Vacant 6-09.3(5)E Rotomilling This section, including title, is revised to read: 6-09.3(5)E Removing Existing Concrete Overlay Layer by Rotomilling When the Contractor elects to remove the upper layer of existing concrete overlay, when present, by rotomilling prior to final scarifying, the entire concrete surface of the bridge deck shall be milled to remove the surface matrix to the depth specified in the Plans with a tolerance as specified in Section 6-08.3(5)B. The operating parameters of the rotary milling machine shall be monitored in order to prevent the unnecessary removal of concrete below the specified removal depth. 6-09.3(6) Further Deck Preparation The first paragraph is revised to read:: Once the lane or strip being overlaid has been cleaned of debris from scarifying, the Contractor, with the Engineer, shall perform a visual inspection of the scarified surface. The Contractor shall mark those areas of the existing bridge deck that are authorized by the Engineer for further deck preparation by the Contractor. Item number 4 of the second paragraph is deleted. The first sentence of the third paragraph is deleted. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6-09.3(6)A Equipment for Further Deck Preparation This section is revised to read: Further deck preparation shall be performed using either power driven hand tools conforming to Section 6-09.3(1)A, or hydro -demolition machines conforming to Section 6-09.3(1)C. 6-09.3(6)6 Deck Repair Preparation The second paragraph is deleted. The last sentence of the second paragraph (after the preceding Amendment is applied) is revised to read: In no case shall the depth of a sawn vertical cut exceed % inch or to the top of the top steel reinforcing bars, whichever is less. The first sentence of the third to last paragraph is revised to read: Where existing steel reinforcing bars inside deck repair areas show deterioration greater than 20 -percent section loss, the Contractor shall furnish and place steel reinforcing bars alongside the deteriorated bars in accordance with the details shown in the Standard Plans. The last paragraph is deleted. 6-09.3(7) Surface Preparation for Concrete Overlay The first seven paragraphs are deleted and replaced with the following: Following the completion of any required further deck preparation the entire lane or strip being overlaid shall be cleaned to be free from oil and grease, rust and other foreign material that may still be present. These materials shall be removed by detergent - cleaning or other method accepted by the Engineer followed by sandblasting. After detergent cleaning and sandblasting is completed, the entire lane or strip being overlaid shall be swept clean in final preparation for placing concrete using either compressed air or vacuum machines. Hand tool chipping, sandblasting and cleaning in areas adjacent to a lane or strip being cleaned in final preparation for placing concrete shall be discontinued when final preparation is begun. Scarifying and hand tool chipping shall remain suspended until the concrete has been placed and the requirement for curing time has been satisfied. Sandblasting and cleaning shall remain suspended for the first 24 hours of curing time after the completion of concrete placing. Scarification, and removal of the upper layer of concrete overlay when present, may proceed during the final cleaning and overlay placement phases of the Work on adjacent portions of the Structure so long as the scarification and concrete overlay removal operations are confined to areas which are a minimum of 100 feet away from the defined limits of the final cleaning or overlay placement in progress. If the scarification and concrete overlay removal impedes or interferes in any way with the final cleaning or overlay placement as determined by the Engineer, the scarification and City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 concrete overlay removal Work shall be terminated immediately and the scarification 2 and concrete overlay removal equipment removed sufficiently away from the area being 3 prepared or overlaid to eliminate the conflict. If the grade is such that water and 4 contaminants from the scarification and concrete overlay removal operation will flow into 5 the area being prepared or overlaid, the scarification and concrete overlay removal 6 operation shall be terminated and shall remain suspended for the first 24 hours of curing 7 time after the completion of concrete placement. 8 9 6-09.3(12) Finishing Concrete Overlay 10 The third paragraph is deleted. 11 12 The last paragraph is deleted. 13 14 6-09.3(13) Curing Concrete Overlay 15 The first sentence of the first paragraph is revised to read: 16 17 As the finishing operation progresses, the concrete shall be immediately covered with a 18 single layer of clean, new or used, wet burlap. 19 20 The last sentence of the second paragraph is deleted. 21 22 The following two new paragraphs are inserted after the second paragraph: 23 24 As an alternative to the application of burlap and fog spraying described above, the 25 Contractor may propose a curing system using proprietary curing blankets specifically 26 manufactured for bridge deck curing. The Contractor shall submit a Type 2 Working 27 Drawing consisting of details of the proprietary curing blanket system, including product 28 literature and details of how the system is to be installed and maintained. 29 30 The wet curing regimen as described shall remain in place for a minimum of 42 -hours. 31 32 The last paragraph is deleted. 33 34 6-09.3(14) Checking for Bond 35 The first sentence of the first paragraph is revised to read: 36 37 After the requirements for curing have been met, the entire overlaid surface shall be 38 sounded by the Contractor, in a manner accepted by and in the presence of the 39 Engineer, to ensure total bond of the concrete to the bridge deck. 40 41 The last sentence of the first paragraph is deleted. 42 43 The second paragraph is deleted. 44 45 6-18.AP6 46 Section 6-18, Shotcrete Facing 47 January 2, 2018 48 6-18.3(3) Testing 49 In the last sentence of the first paragraph, "AASHTO T 24" is revised to read "ASTM C1604". 50 City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6-18.3(3)B Production Testing In the last sentence, "AASHTO T 24" is revised to read "ASTM C1604". 6-18.3(4) Qualifications of Contractor's Personnel In the last sentence of the second paragraph, "AASHTO T 24" is revised to read "ASTM C 1604". 6-19.AP6 Section 6-19, Shafts January 2, 2018 6-19.3(3)C Conduct of Shaft Casing Installation and Removal and Shaft Excavation Operations The first paragraph is supplemented with the following: In no case shall shaft excavation and casing placement extend below the bottom of shaft excavation as shown in the Plans. 6-19.3(6)E Thermal Wire and Thermal Access Point (TAPS) The third sentence of the third paragraph is revised to read: The thermal wire shall extend from the bottom of the reinforcement cage to the top of the shaft, with a minimum of 5 -feet of slack wire provided above the top of shaft. The following new sentence is inserted after the third sentence of the third paragraph: All thermal wires in a shaft shall be equal lengths. 7-02.AP7 Section 7-02, Culverts January 2, 2018 7-02.3(6)A4 Excavation and Bedding Preparation The first sentence of the third paragraph is revised to read: The bedding course shall be a 6 -inch minimum thickness layer of culvert bedding material, defined as granular material either conforming to Section 9-03.12(3) or to AASHTO Grading No. 57 as specified in Section 9-03.1(4)C. 8-01.AP8 Section 8-01, Erosion Control and Water Pollution Control January 11, 2018 8-01.1 Description This section is revised to read: This Work consists of furnishing, installing, maintaining, removing and disposing of best management practices (BMPs), as defined in the Washington Administrative Code (WAC) 173-201A, to manage erosion and water quality in accordance with these Specifications and as shown in the Plans or as designated by the Engineer. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 The Contracting Agency may have a National Pollution Discharge Elimination System Construction Stormwater General Permit (CSWGP) as identified in the Contract Special Provisions. The Contracting Agency may or may not transfer coverage of the CSWGP to the Contractor when a CSWGP has been obtained. The Contracting Agency may not have a CSWGP for the project but may have another water quality related permit as identified in the Contract Special Provisions or the Contracting Agency may not have water quality related permits but the project is subject to applicable laws for the Work. Section 8-01 covers all of these conditions. 8-01.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Corrugated Polyethylene Drain Pipe 9.05.1(6) Quarry Spalls 9-13 Erosion Control and Roadside Planting 9-14 Construction Geotextile 9-33 8-01.3(1) General This section is revised to read: Adaptive management shall be employed throughout the duration of the project for the implementation of erosion and water pollution control permit requirements for the current condition of the project site. The adaptive management includes the selection and utilization of BMPs, scheduling of activities, prohibiting unacceptable practices, implementing maintenance procedures, and other managerial practices that when used singularly or in combination, prevent or reduce the release of pollutants to waters of the State. The adaptive management shall use the means and methods identified in this section and means and methods identified in the Washington State Department of Transportation's Temporary Erosion and Sediment Control Manual or the Washington State Department of Ecology's Stormwater Management Manuals for construction stormwater. The Contractor shall install a high visibility fence along the site preservation lines shown in the Plans or as instructed by the Engineer. Throughout the life of the project, the Contractor shall preserve and protect the delineated preservation area, acting immediately to repair or restore any fencing damaged or removed. All discharges to surface waters shall comply with surface water quality standards as defined in Washington Administrative Code (WAC) Chapter 173-201A. All discharges to the ground shall comply with groundwater quality standards WAC Chapter 173-200. The Contractor shall comply with the CSWGP when the project is covered by the CSWGP. Temporary Work, at a minimum, shall include the implementation of: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Sediment control measures prior to ground disturbing activities to ensure all discharges from construction areas receive treatment prior to discharging from the site. 2. Flow control measures to prevent erosive flows from developing. 3. Water management strategies and pollution prevention measures to prevent contamination of waters that will be discharged to surface waters or the ground. 4. Erosion control measures to stabilize erodible earth not being worked. 5. Maintenance of BMPs to ensure continued compliant performance. 6. Immediate corrective action if evidence suggests construction activity is not in compliance. Evidence includes sampling data, olfactory or visual evidence such as the presence of suspended sediment, turbidity, discoloration, or oil sheen in discharges. To the degree possible, the Contractor shall coordinate this temporary Work with permanent drainage and erosion control Work the Contract requires. Clearing, grubbing, excavation, borrow, or fill within the Right of Way shall never expose more erodible earth than as listed below: Western Washington (West of the Cascade Mountain Crest) May 1 through 17 Acres September 30 October 1 maximum through April 5 Acres 30 maximum Eastern Washington (East of the Cascade Mountain Crest) April 1 through 17 Acres October 31 November 1 maximum through March 5 Acres 31 maximum The Engineer may increase or decrease the limits based on project conditions. Erodible earth is defined as any surface where soils, grindings, or other materials may be capable of being displaced and transported by rain, wind, or surface water runoff. Erodible earth not being worked, whether at final grade or not, shall be covered within the specified time period (see the table below), using BMPs for erosion control. Western Washington (West of the Cascade Mountain Crest) October 1 2 days through April 30 maximum May 1 to 7 days September 30 maximum City of Bremerton 2018 Sewer Rehabilitation Eastern Washington (East of the Cascade Mountain Crest) October 1 5 days through June 30 maximum November 1 10 days through March 31 maximum AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 When applicable, the Contractor shall be responsible for all Work required for compliance with the CSWGP including annual permit fees. If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall continue to comply with this division during the suspension. Nothing in this Section shall relieve the Contractor from complying with other Contract requirements. 8-01.3(1)A Submittals This section's content is deleted. This section is supplemented with the following new subsection: 8-01.3(1)A1 Temporary Erosion and Sediment Control A Temporary Erosion and Sediment Control (TESC) plan consists of a narrative section and plan sheets that meets the Washington State Department of Ecology's Stormwater Pollution Prevention Plan (SWPPP) requirement in the CSWGP. Abbreviated TESC plans are used on small projects that disturb soil and have the potential to discharge but are not covered by the CSWGP. The contract uses the term "TESC plan" to describe both TESC plans and abbreviated TESC plans. When the Contracting Agency has developed a TESC plan for a Contract, the narrative is included in the appendix to the Special Provisions and the TESC plan sheets are included in the Contract Plans. The Contracting Agency TESC plan will not include off-site areas used to directly support construction activity. The Contractor shall either adopt the TESC Plan in the Contract or develop a new TESC Plan. If the Contractor adopts the Contracting Agency TESC Plan, the Contractor shall modify the TESC Plan to meet the Contractor's schedule, method of construction, and to include off-site areas that will be used to directly support construction activity such as equipment staging yards, material storage areas, or borrow areas. Contractor TESC Plans shall include all high visibility fence delineation shown on the Contracting Agency Contract Plans. All TESC Plans shall meet the requirements of the current edition of the WSDOT Temporary Erosion and Sediment Control Manual M 3109 and be adaptively managed as needed throughout construction based on site inspections and discharge samples to maintain compliance with the CSWGP. The Contractor shall develop a schedule for implementation of the TESC work and incorporate it into the Contractor's progress schedule. The Contractor shall submit their TESC Plan (either the adopted plan or new plan) and implementation schedule as Type 2 Working Drawings. At the request of the Engineer, updated TESC Plans shall be submitted as Type 1 Working Drawings. 8-01.3(1)6 Erosion and Sediment Control (ESC) Lead This section is revised to read: The Contractor shall identify the ESC Lead at the preconstruction discussions and in the TESC Plan. The ESC Lead shall have, for the life of the Contract, a current Certificate of Training in Construction Site Erosion and Sediment Control from a course approved by the Washington State Department of Ecology. The ESC Lead must be onsite or on City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 call at all times throughout construction. The ESC Lead shall be listed on the Emergency Contact List required under Section 1-05.13(1). The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not limited to: Installing, adaptively managing, and maintaining temporary erosion and sediment control BMPs to assure continued performance of their intended function. Damaged or inadequate BMPs shall be corrected immediately. 2. Updating the TESC Plan to reflect current field conditions. 3. Discharge sampling and submitting Discharge Monitoring Reports (DMRs) to the Washington State Department of Ecology in accordance with the CSWGP. 4. Develop and maintain the Site Log Book as defined in the CSWGP. When the Site Log Book or portion thereof is electronically developed, the electronic documentation must be accessible onsite. As a part of the Site Log Book, the Contractor shall develop and maintain a tracking table to show that identified TESC compliance issues are fully resolved within 10 calendar days. The table shall include the date an issue was identified, a description of how it was resolved, and the date the issue was fully resolved. The ESC Lead shall also inspect all areas disturbed by construction activities, all on-site erosion and sediment control BMPs, and all stormwater discharge points at least once every calendar week and within 24 -hours of runoff events in which stormwater discharges from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once every calendar month. The Washington State Department of Ecology's Erosion and Sediment Control Site Inspection Form, located at http://www.ecy.wa.gov/programs/wq/stormwater/construction/I nspectionForm.docx, shall be completed for each inspection and a copy shall be submitted to the Engineer no later than the end of the next working day following the inspection. 8-01.3(1)C Water Management This section is supplemented with the following new subsections: 8-01.3(1)C5 Water Management for In -Water Work Below Ordinary High Water Mark (OHWM) Work over surface waters of the state (defined in WAC 173-201A-010) or below the OHWM (defined in RCW 90.58.030) must comply with water quality standards for surface waters of the state of Washington. 8-01.3(1)C6 Environmentally Acceptable Hydraulic Fluid All equipment containing hydraulic fluid that operates over surface waters of the state or below the OHWM, shall be equipped with an environmentally acceptable hydraulic fluid. The fluid shall meet specific requirements for biodegradability, aquatic toxicity, and bioaccumulation in accordance with the United States Environmental Protection Agency (EPA) publication EPA800-R-11-002. Acceptance shall be in accordance with Section 1-06.3, Manufacturer's Certification of Compliance. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 The designation of environmentally acceptable hydraulic fluid does not mean fluid spills 2 are acceptable. The Contractor shall respond to spills to land or water in accordance 3 with the Contract. 4 5 8-01.3(1)C7 Turbidity Curtain 6 All Work for the turbidity curtain shall be in accordance with the manufacturer's 7 recommendations for the site conditions. Removal procedures shall be developed and 8 used to minimize silt release and disturbance of silt. The Contractor shall submit a Type 9 2 Working Drawing, detailing product information, installation and removal procedures, 10 equipment and workforce needs, maintenance plans, and emergency 11 repair/replacement plans. 12 13 Turbidity curtain materials, installation, and maintenance shall be sufficient to comply 14 with water quality standards. 15 16 The Contractor shall notify the Engineer 10 days in advance of removing the turbidity 17 curtain. All components of the turbidity curtain shall be removed from the project. 18 19 8-01.3(1)C1 Disposal of Dewatering Water 20 This section is revised to read: 21 22 When uncontaminated groundwater is encountered in an excavation on a project it may 23 be infiltrated within vegetated areas of the right of way not designated as Sensitive 24 Areas or incorporated into an existing stormwater conveyance system at a rate that will 25 not cause erosion or flooding in any receiving surface water. 26 27 Alternatively, the Contractor may pursue independent disposal and treatment 28 alternatives that do not use the stormwater conveyance system provided it is in 29 compliance with the applicable WACs and permits. 30 31 8-01.3(1)C2 Process Wastewater 32 This section is revised to read: 33 34 Wastewater generated on-site as a byproduct of a construction process shall not be 35 discharged to surface waters of the State. Some sources of process wastewater may be 36 infiltrated in accordance with the CSWGP with concurrence from the Engineer. Some 37 sources of process wastewater may be disposed via independent disposal and 38 treatment alternatives in compliance with the applicable WACs and permits. 39 40 8-01.3(1)C3 Shaft Drilling Slurry Wastewater 41 This section is revised to read: !f% 43 Wastewater generated on-site during shaft drilling activity shall be managed and 44 disposed of in accordance with the requirements below. No shaft drilling slurry 45 wastewater shall be discharged to surface waters of the State. Neither the sediment nor 46 liquid portions of the shaft drilling slurry wastewater shall be contaminated, as 47 detectable by visible or olfactory indication (e.g., chemical sheen or smell). 48 49 1. Water -only shaft drilling slurry or water slurry with approved flocculants may be 50 infiltrated on-site. Flocculants used shall meet the requirements of Section 9- 51 14.5(1) or shall be chitosan products listed as General Use Level Designation City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 (GULD) on the Washington State Department of Ecology's stormwater 2 treatment technologies webpage for construction treatment. Infiltration is 3 permitted if the following requirements are met: 4 marked on the plan sheets before the infiltration activity begins. 5 a. Wastewater shall have a pH of 6.5 — 8.5 prior to discharge. 6 g. Prior to infiltration, the Contractor shall submit a Shaft Drilling Slurry 7 b. The amount of flocculant added to the slurry shall be kept to the minimum 8 needed to adequately settle out solids. The flocculant shall be thoroughly 9 mixed into the slurry. 10 the field. The Working Drawing shall include, at a minimum, the following 11 c. The slurry removed from the shaft shall be contained in a leak proof cell or 12 tank for a minimum of 3 hours. 13 i. Plan sheet showing the proposed infiltration location and all surface 14 d. The infiltration rate shall be reduced if needed to prevent wastewater from 15 leaving the infiltration location. The infiltration site shall be monitored 16 regularly during infiltration activity. All wastewater discharged to the 17 ground shall fully infiltrate and discharges shall stop before the end of 18 each work day. 19 infiltration and the anticipated phreatic surface (i.e., saturated soil). 20 e. Drilling spoils and settled sediments remaining in the containment cell or 21 tank shall be disposed of in accordance with Section 6-19.3(4)F. 22 23 f. Infiltration locations shall be in upland areas at least 150 feet away from 24 surface waters, wells, on-site sewage systems, aquifer sensitive recharge 25 areas, sole source aquifers, well head protection areas, and shall be 26 marked on the plan sheets before the infiltration activity begins. 27 28 g. Prior to infiltration, the Contractor shall submit a Shaft Drilling Slurry 29 Wastewater Management and Infiltration Plan as a Type 2 Working 30 Drawing. This Plan shall be kept on-site, adapted if needed to meet the 31 construction requirements, and updated to reflect what is being done in 32 the field. The Working Drawing shall include, at a minimum, the following 33 information: 34 35 i. Plan sheet showing the proposed infiltration location and all surface 36 waters, wells, on-site sewage systems, aquifer -sensitive recharge 37 areas, sole source aquifers, and well -head protection areas within 38 150 feet. 39 40 ii. The proposed elevation of soil surface receiving the wastewater for 41 infiltration and the anticipated phreatic surface (i.e., saturated soil). 42 43 iii. The source of the water used to produce the slurry. 44 45 iv. The estimated total volume of wastewater to be infiltrated. 46 47 v. The approved flocculant to be used (if any). 48 49 vi. The controls or methods used to prevent surface wastewater runoff 50 from leaving the infiltration location. 51 City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 vii. The strategy for removing slurry wastewater from the shaft and containing the slurry wastewater once it has been removed from the shaft. viii. The strategy for monitoring infiltration activity and adapting methods to ensure compliance. ix. A contingency plan that can be implemented immediately if it becomes evident that the controls in place or methods being used are not adequate. x. The strategy for cleaning up the infiltration location after the infiltration activity is done. Cleanup shall include stabilizing any loose sediment on the surface within the infiltration area generated as a byproduct of suspended solids in the infiltrated wastewater or soil disturbance associated with BMP placement and removal. 2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives not approved for infiltration shall be contained and disposed of by the Contractor at an approved disposal facility in accordance with Section 2- 03.3(7)C. Spoils that have come into contact with mineral slurry shall be disposed of in accordance with Section 6-19.3(4)F. 8-01.3(1)C4 Management of Off -Site Water This section is revised to read: Prior to clearing and grubbing, the Contractor shall intercept all sources of off-site surface water and overland flow that will run-on to the project. Off-site surface water run-on shall be diverted through or around the project in a way that does not introduce construction related pollution. It shall be diverted to its preconstruction discharge location in a manner that does not increase preconstruction flow rate and velocity and protects contiguous properties and waterways from erosion. The Contractor shall submit a Type 2 Working Drawing consisting of the method for performing this Work. 8-01.3(1)E Detention/Retention Pond Construction This section is revised to read: Whether permanent or temporary, ponds shall be constructed before beginning other grading and excavation Work in the area that drains into that pond. Detention/retention ponds may be constructed concurrently with grading and excavation when allowed by the Engineer. Temporary conveyances shall be installed concurrently with grading in accordance with the TESC Plan so that newly graded areas drain to the pond as they are exposed. 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the table, the second column heading is revised to read: Eastern Washington' (East of the Cascade Mountain Crest) Footnote 1 in the table is revised to read: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Seeding may be allowed outside these dates when allowed or directed by the Engineer. 8-01.3(5) Plastic Covering The first sentence of the first paragraph is revised to read: Erosion Control — Plastic coverings used to temporarily cover stockpiled materials, slopes or bare soils shall be installed and maintained in a way that prevents water from intruding under the plastic and prevents the plastic cover from being damaged by wind. 8-01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: Temporary stabilized construction entrance shall be constructed in accordance with the Standard Plans, prior to construction vehicles entering the roadway from locations that generate sediment track out on the roadway. Material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out. 8-01.3(8) Street Cleaning This section is revised to read: Self-propelled pickup street sweepers shall be used to remove and collect dirt and other debris from the Roadway. The street sweeper shall effectively collect these materials and prevent them from being washed or blown off the Roadway or into waters of the State. Street sweepers shall not generate fugitive dust and shall be designed and operated in compliance with applicable air quality standards. Material collected by the street sweeper shall be disposed of in accordance with Section 2-03.3(7)C. When allowed by the Engineer, power broom sweepers may be used in non - environmentally sensitive areas. The broom sweeper shall sweep dirt and other debris from the roadway into the work area. The swept material shall be prevented from entering or washing into waters of the State. Street washing with water will require the concurrence of the Engineer. 8-01.3(12) Compost Socks The first two sentences of the first paragraph are revised to read: Compost socks are used to disperse flow and sediment. Compost socks shall be installed as soon as construction will allow but before flow conditions create erosive flows or discharges from the site. Compost socks shall be installed prior to any mulching or compost placement. 8-01.3(13) Temporary Curb The second to last sentence of the second paragraph is revised to read: Temporary curbs shall be a minimum of 4 inches in height. 8-01.3(14) Temporary Pipe Slope Drain The third and fourth paragraphs are revised to read: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The pipe fittings shall be water tight and the pipe secured to the slope with metal posts, wood stakes, sand bags, or as allowed by the Engineer. The water shall be discharged to a stabilized conveyance, sediment trap, stormwater pond, rock splash pad, or vegetated strip, in a manner to prevent erosion and maintain water quality compliance. The last paragraph is deleted. 8-01.3(15) Maintenance This section is revised to read: Erosion and sediment control BMPs shall be maintained or adaptively managed as required by the CSWGP until the Engineer determines they are no longer needed. When deficiencies in functional performance are identified, the deficiencies shall be rectified immediately. The BMPs shall be inspected on the schedule outlined in Section 8-01.3(1)B for damage and sediment deposits. Damage to or undercutting of BMPs shall be repaired immediately. In areas where the Contractor's activities have compromised the erosion control functions of the existing grasses, the Contractor shall overseed at no additional cost to the Contracting Agency. The quarry spalls of construction entrances shall be refreshed, replaced, or screened to maintain voids between the spalls for collecting mud and dirt. Unless otherwise specified, when the depth of accumulated sediment and debris reaches approximately 1/3 the height of the BMP the deposits shall be removed. Debris or contaminated sediment shall be disposed of in accordance with Section 2- 03.3(7)C. Clean sediments may be stabilized on-site using BMPs as allowed by the Engineer. 8-01.3(16) Removal This section is revised to read: The Contractor shall remove all temporary BMPs, all associated hardware and associated accumulated sediment deposition from the project limits prior to Physical Completion unless otherwise allowed by the Engineer. When the temporary BMP materials are made of natural plant fibers unaltered by synthetic materials the Engineer may allow leaving the BMP in place. The Contractor shall remove BMPs and associated hardware in a way that minimizes soil disturbance. The Contractor shall permanently stabilize all bare and disturbed soil after removal of BMPs. If the installation and use of the erosion control BMPs have compacted or otherwise rendered the soil inhospitable to plant growth, such as construction entrances, the Contractor shall take measures to rehabilitate the soil to facilitate plant growth. This may include, but is not limited to, ripping the soil, incorporating soil amendments, or seeding with the specified seed. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 At the request of the Contractor and at the sole discretion of the Engineer the CSWGP may be transferred back to the Contracting Agency. Approval of the Transfer of Coverage request will require the following: All other Work required for Contract Completion has been completed. 2. All Work required for compliance with the CSWGP has been completed to the maximum extent possible. This includes removal of BMPs that are no longer needed and the site has undergone all Stabilization identified for meeting the requirements of Final Stabilization in the CSWGP. 3. An Equitable Adjustment change order for the cost of Work that has not been completed by the Contractor. 4. Submittal of the Washington State Department of Ecology Transfer of Coverage form (Ecology form ECY 020-87a) to the Engineer. If the Engineer approves the transfer of coverage back to the Contracting Agency, the requirement in Section 1-07.5(3) for the Contractor's submittal of the Notice of Termination form to the Washington State Department of Ecology will not apply. 22 8-01.4 Measurement 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 This section's content is deleted and replaced with the following new subsections: 8-01.4(1) Lump Sum Bid for Project (No Unit Items) When the Bid Proposal contains the item "Erosion Control and Water Pollution Prevention" there will be no measurement of unit or force account items for Work defined in Section 8-01 except as described in Sections 8-01.4(3) and 8-01.4(4). Also, except as described in Section 8-01.4(3), all of Sections 8-01.4(2) and 8-01.5(2) are deleted. 8-01.4(2) Item Bids When the Proposal does not contain the items "Erosion Control and Water Pollution Prevention", Section 8-01.4(1) and 8-01.5(1) are deleted and the Bid Proposal will contain some or all of the following items measured as noted. ESC lead will be measured per day for each day that an inspection is made and a report is filed. Biodegradable erosion control blanket and plastic covering will be measured by the square yard along the ground slope line of surface area covered and accepted. Turbidity curtains will be measured by the linear foot along the ground line of the installed curtain. Check dams will be measured per linear foot one time only along the ground line of the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. Stabilized construction entrances will be measured by the square yard by ground slope measurement for each entrance constructed. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Tire wash facilities will be measured per each for each tire wash installed. Street cleaning will be measured by the hour for the actual time spent cleaning pavement, refilling with water, dumping and transport to and from cleaning locations within the project limits, as authorized by the Engineer. Time to mobilize the equipment to or from the project limits on which street cleaning is required will not be measured. Inlet protections will be measured per each for each initial installation at a drainage structure. Silt fence, gravel filter, compost berms, and wood chip berms will be measured by the linear foot along the ground line of the completed barrier. Wattles and compost socks will be measured by the linear foot. Temporary curbs will be measured by the linear foot along the ground line of the completed installation. Temporary pipe slope drains will be measured by the linear foot along the flow line of the pipe. Coir logs will be measured by the linear foot along the ground line of the completed installation. Outlet protections will be measured per each initial installation at an outlet location. Tackifiers will be measure by the acre by ground slope measurement. 8-01.4(3) Reinstating Unit Items with Lump Sum Erosion Control and Water Pollution Prevention The Contract Provisions may establish the project as lump sum, in accordance with Section 8-01.4(1) and also include one or more of the items included above in Section 8-01.4(2). When that occurs, the corresponding measurement provision in Section 8- 01.4(2) is not deleted and the Work under that item will be measured as specified. 8-01.4(4) Items not included with Lump Sum Erosion Control and Water Pollution Prevention Compost blanket will be measured by the square yard by ground slope surface area covered and accepted. Mulching will be measured by the acre by ground slope surface area covered and accepted. Seeding, fertilizing, liming, mulching, and mowing, will be measured by the acre by ground slope measurement. Seeding and fertilizing by hand will be measured by the square yard by ground slope measurement. No adjustment in area size will be made for the vegetation free zone around each plant. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Fencing will be measured by the linear foot along the ground line of the completed fence. 8-01.5 Payment This section's content is deleted and replaced with the following new subsections: 8-01.5(1) Lump Sum Bid for Project (No Unit Items) Payment will be made for the following Bid item when it is included in the Proposal: "Erosion Control and Water Pollution Prevention", lump sum. The lump sum Contract price for "Erosion Control and Water Pollution Prevention" shall be full pay to perform the Work as described in Section 8-01 except for costs compensated by Bid Proposal items inserted through Contract Provisions as described in Section 8-01.4(2). Progress payments for the lump sum item "Erosion Control and Water Pollution Prevention" will be made as follows: The Contracting Agency will pay 15 percent of the bid amount for the initial set up for the item. Initial set up includes the following: a. Acceptance of the TESC Plan provided by the Contracting Agency or submittal of a new TESC Plan, b. Submittal of a schedule for the installation of the BMPs, and c. Identifying water quality sampling locations. 2. 70 percent of the bid amount will be paid in accordance with Section 1- 09.9. 3. Once the project is physically complete and copies of the all reports submitted to the Washington State Department of Ecology have been submitted to the Engineer, and, if applicable, transference of the CSWGP back to the Contracting Agency is complete, the remaining 15 percent of the bid amount shall be paid in accordance with Section 1-09.9. 8-01.5(2) Item Bids "ESC Lead", per day. "Turbidity Curtain", per linear foot. "Biodegradable Erosion Control Blanket', per square yard. "Plastic Covering", per square yard. "Check Dam", per linear foot. "Inlet Protection", per each. "Gravel Filter Berm", per linear foot. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 "Stabilized Construction Entrance", per square yard. "Street Cleaning", per hour. "Silt Fence", per linear foot. "Wood Chip Berm", per linear foot. "Compost Berm", per linear foot. "Wattle", per linear foot. "Compost Sock", per linear foot. "Coir Log", per linear foot. "Temporary Curb", per linear foot. "Temporary Pipe Slope Drain", per linear foot. "Temporary Seeding", per acre. "Outlet Protection", per each. "Tackifies", per acre. "Erosion/Water Pollution Control", by force account as provided in Section 1-09.6. Maintenance and removal of erosion and water pollution control devices including removal and disposal of sediment, stabilization and rehabilitation of soil disturbed by these activities, and any additional Work deemed necessary by the Engineer to control erosion and water pollution will be paid by force account in accordance with Section 1-09.6. To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the Contractor's total Bid. 8-01.5(3) Reinstating Unit Items with Lump Sum Erosion Control and Water Pollution Prevention The Contract may establish the project as lump sum, in accordance with Section 8- 01.4(1) and also reinstate the measurement of one or more of the items described in Section 8-01.4(2), except for Erosion/Water Pollution Control, by force account. When that occurs, the corresponding payment provision in Section 8-01.5(2) is not deleted and the Work under that item will be paid as specified. 8-01.5(4) Items not included with Lump Sum Erosion Control and Water Pollution Prevention Payment will be made for each of the following Bid items when they are included in the Proposal: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 "Compost Blanket", per square yard. "Mulching", per acre "Mulching with PAM", per acre "Mulching with Short -Term Mulch", per acre. "Mulching with Moderate -Term Mulch", per acre. "Mulching with Long -Term Mulch", per acre. "Seeding, Fertilizing and Mulching", per acre. "Seeding and Fertilizing", per acre. "Seeding and Fertilizing by Hand", per square yard. "Second Application of Fertilizer", per acre. "Liming", per acre. "Mowing", per acre. "Seeding and Mulching", per acre. "High Visibility Fence", per linear foot. 8-02.AP8 Section 8-02, Roadside Restoration January 2, 2018 8-02.2 Materials The reference to the material "Soil" is revised to read "Topsoil". 8-02.5 Payment The following new paragraph is inserted following the Bid item "Plant Selection ", per each: The unit Contract price for "Plant Selection _", per each shall be full pay for all Work to perform the work as specified within the planting area prior to planting for weed control, planting area preparation and installation of plants with initial watering. The paragraph following the Bid item "PSIPE _", per each is revised to read: The unit Contract price for "PSI PE _", per each, shall be full pay for all Work to perform the work as specified within the planting area for weed control and planting area preparation, planting, cleanup, and water necessary to complete planting operations as specified to the end of first year plant establishment. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 8-04.AP8 2 Section 8-04, Curbs, Gutters, and Spillways 3 January 2, 2018 4 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 5 The first paragraph is supplemented with the following: 6 7 Roundabout truck apron cement concrete curb and gutter shall be constructed with air 8 entrained concrete Class 4000 conforming to the requirements of Section 6-02. 9 10 8-14.AP8 11 Section 8-14, Cement Concrete Sidewalks 12 January 2, 2018 13 8-14.2 Materials 14 In the second paragraph, each reference to "Federal Standard 595" is revised to read "SAE 15 AMS Standard 595". 16 17 8-20.AP8 18 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 19 Systems, and Electrical 20 January 2, 2018 21 8-20.1(1) Regulations and Code 22 The last paragraph is revised to read: 23 24 Persons performing electrical Work shall be certified in accordance with and supervised 25 as required by RCW 19.28.161. Proof of certification shall be worn at all times in 26 accordance with WAC 296-4613-942. Persons failing to meet these certification 27 requirements may not perform any electrical work, and shall stop any active electrical 28 work, until their certification is provided and worn in accordance with this Section. 29 30 8-20.3(4) Foundations 31 The second sentence of the first paragraph is revised to read: 32 33 Concrete for Type II, III, IV, V, and CCTV signal standards and light standard 34 foundations shall be Class 4000P and does not require air entrainment. 35 36 8-20.3(5)A General 37 The last two sentences of the last paragraph is deleted. 38 39 This section is supplemented with the following: 40 41 All conduits shall include a pull tape with the equipment grounding conductor. The pull 42 tape shall be attached to the conduit near the end bell or grounded end bushing, or to 43 duct plugs or caps if present, at both ends of the conduit. 44 45 8-20.3(8) Wiring 46 The seventeenth paragraph is supplemented with the following: 47 City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Pulling tape shall meet the requirements of Section 9-29.1(10). Pull string may not be used. 8-21.AP8 Section 8-21, Permanent Signing January 2, 2018 8-21.3(9)F Foundations Item number 3 of the twelfth paragraph is supplemented with the following new sentence: Class 4000P concrete for roadside sign structures does not require air entrainment. 9-02.AP9 Section 9-02, Bituminous Materials January 2, 2018 9-02.1 Asphalt Material, General The second paragraph is revised to read: The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphalts". The Asphalt Supplier's QCP shall be submitted and receive the acceptance of the WSDOT State Materials Laboratory. Once accepted, any change to the QCP will require a new QCP to be submitted for acceptance. The Asphalt Supplier of PG asphalt binder and emulsified asphalt shall certify through the Bill of Lading that the PG asphalt binder or emulsified asphalt meets the Specification requirements of the Contract. 9-02.1(4) Performance Graded Asphalt Binder (PGAB) This section's title is revised to read: Performance Graded (PG) Asphalt Binder The first paragraph is revised to read: PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades specified in the Contract shall be used in the production of HMA. For HMA with greater than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. The second paragraph, including the table, is revised to read: In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall meet the following requirements: City of Bremerton 2018 Sewer Rehabilitation Additional Requirements by Performance Grade (PG) Asphalt Binders AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Property Test Method PG58H-22 PG58V-22 PG64H-28 PG64V-28 RTFO Residue: Average AASHTO T Percent 350' 30% Min. 25% Min. 30% Min. Recovery 3.2 kPa 'Specimen conditioned in accordance with AASHTO T 240 — RTFO. The third paragraph is revised to read: The RTFO Judiff and the PAV direct tension specifications of AASHTO M 332 are not required. 9-02.1(6) Cationic Emulsified Asphalt This section is revised to read: Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the grades specified in the Contract shall be used. 9-02.5 Warm Mix Asphalt (WMA) Additive This section, including title, is revised to read: 9-02.5 HMA Additive Additives for HMA shall be approved by the Engineer. 9-03.AP9 Section 9-03, Aggregates January 2, 2018 9-03.1(1) General Requirements The second paragraph (up until the colon) is revised to read: Aggregates for Portland Cement Concrete shall meet the following test requirements: 9-03.1(5)B Grading In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read "FOP for WAQTC/AASHTO T 27/T 11 ". 9-03.4(1) General Requirements The first paragraph (up until the colon) is revised to read: Aggregate for bituminous surface treatment shall be manufactured from ledge rock, talus, or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface Treatment shall meet the following test requirements: 9-03.8(1) General Requirements The first paragraph (up until the colon) is revised to read: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Aggregates for Hot Mix Asphalt shall meet the following test requirements: 9-03.8(7) HMA Tolerances and Adjustments In the table in item number 1, the fifth row is revised to read: Asphalt binder 1 -0.4% to 0.5% 1 1 ±0.7% In the table in item number 1, the following new row is inserted before the last row: Voids in Mineral -1.5% Aggregate, VMA 9-03.9(1) Ballast The second paragraph (up until the colon) is revised to read: Aggregates for ballast shall meet the following test requirements: 9-04.AP9 Section 9-04, Joint and Crack Sealing Materials January 2, 2018 9-04.1(2) Premolded Joint Filler for Expansion Joints In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement This section is supplemented with the following: Hot poured sealant for cement concrete pavement is acceptable for installations in joints where cement concrete pavement abuts a bituminous pavement. 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement This section is supplemented with the following: Hot poured sealant for bituminous pavement is acceptable for installations in joints where cement concrete pavement abuts a bituminous pavement. 9-06.AP9 Section 9-06, Structural Steel and Related Materials January 2, 2018 9-06.5 Bolts This section's title is revised to read: Bolts and Rods 9-06.5(4) Anchor Bolts This section, including title, is revised to read: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 9-06.5(4) Anchor Bolts and Anchor Rods 2 Anchor bolts and anchor rods shall meet the requirements of ASTM F1554 and, unless 3 otherwise specified, shall be Grade 105 and shall conform to Supplemental 4 Requirements S2, S3, and S4. 5 6 Nuts for ASTM F1554 Grade 105 black anchor bolts and anchor rods shall conform to 7 ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts 8 and anchor rods shall conform to either ASTM A563, Grade DH, or AASHTO M292, 9 Grade 21-1, and shall conform to the overtapping, lubrication, and rotational testing 10 requirements in Section 9-06.5(3). Nuts for ASTM F1554 Grade 36 or 55 black or 11 galvanized anchor bolts and anchor rods shall conform to ASTM A563, Grade A or DH. 12 Washers shall conform to ASTM F436. 13 14 The bolts and rods shall be tested by the manufacturer in accordance with the 15 requirements of the pertinent Specification and as specified in these Specifications. 16 Anchor bolts, anchor rods, nuts, and washers shall be inspected prior to shipping to the 17 project site. The Contractor shall submit to the Engineer for acceptance a 18 Manufacturer's Certificate of Compliance for the anchor bolts, anchor rods, nuts, and 19 washers, as defined in Section 1-06.3. If the Engineer deems it appropriate, the 20 Contractor shall provide a sample of the anchor bolt, anchor rod, nut, and washer for 21 testing. 22 23 All bolts, rods, nuts, and washers shall be marked and identified as required in the 24 pertinent Specification. 25 26 9-06.18 Metal Bridge Railing 27 The second sentence of the first paragraph is revised to read: 28 29 Steel used for metal railings, when galvanized after fabrication in accordance with 30 AASHTO M111, shall have a controlled silicon content of either 0.00 to 0.06 percent or 31 0.15 to 0.25 percent. 32 33 9-08.AP9 34 Section 9-08, Paints and Related Materials 35 January 2, 2018 36 9-08.1(2)K Orange Equipment Enamel 37 In the second sentence of the first paragraph, the reference to "Federal Standard 595" is 38 revised to read "SAE AMS Standard 595". 39 40 9-08.1(8) Standard Colors 41 In the first paragraph, the reference to "Federal Standard 595" is revised to read "SAE AMS 42 Standard 595". 43 City of Bremerton AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK 2018 Sewer Rehabilitation Revised: 1/11/18 1 9-13.AP9 2 Section 9-13, Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion 3 and Scour Protection and Rock Walls 4 January 2, 2018 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 9-13.1(1) General The last paragraph is revised to read: Riprap and quarry spalls shall be free from segregation, seams, cracks, and other defects tending to destroy its resistance to weather and shall meet the following test requirements: 9-13.7(1) Rock for Rock Walls and Chinking Material The first paragraph (up until the colon) is revised to read: Rock for rock walls and chinking material shall be hard, sound and durable material, free from seams, cracks, and other defects tending to destroy its resistance to weather, and shall meet the following test requirements: 9-14.AP9 Section 9-14, Erosion Control and Roadside Planting January 2, 2018 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) In the second column of Table 1, "ASTM D 586" is revised to read "AASHTO T 267". In Table 1, the second to last row is deleted. 9-20.AP9 Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2018 9-20.5 Bridge Deck Repair Material Item number 3 of the first paragraph is revised to read: 3. Permeability of less than 2,000 coulombs at 28 -days or more in accordance with AASHTO T 277. 9-21.AP9 Section 9-21, Raised Pavement Markers (RPM) January 2, 2018 9-21.2 Raised Pavement Markers Type 2 This section's content is deleted. 9-21.2(1) Physical Properties This section, including title, is revised to read: City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9-21.2(1) Standard Raised Pavement Markers Type 2 The marker housing shall contain reflective faces as shown in the Plans to reflect incident light from either a single or opposite directions and meet the requirements of ASTM D 4280 including Flexural strength requirements. 9-21.2(2) Optical Requirements This section, including title, is revised to read: 9-21.2(2) Abrasion Resistant Raised Markers Type 2 Abrasion Resistant Raised Markers Type 2 shall comply with Section 9-21.2(1) and meet the requirements of ASTM D 4280 with the following additional requirement: The coefficient of luminous intensity of the markers shall be measured after subjecting the entire lens surface to the test described in ASTM D 4280 Section 9.5 using a sand drop apparatus. After the exposure described above, retroreflected values shall not be less than 0.5 times a nominal unblemished sample. 9-21.2(3) Strength Requirements This section is deleted in its entirety. _.. Section 9-28, Signing Materials and Fabrication January 2, 2018 9-28.11 Hardware The last paragraph is revised to read: All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and related connecting hardware shall be galvanized in accordance with ASTM F 2329. 9-28.14(2) Steel Structures and Posts The first sentence of the third paragraph is revised to read: Anchor rods for sign bridge and cantilever sign structure foundations shall conform to Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM F 2329". The first sentence of the fifth paragraph is revised to read: Except as otherwise noted, steel used for sign structures and posts shall have a controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. The last sentence of the last paragraph is revised to read: If such modifications are contemplated, the Contractor shall submit a Type 2 Working Drawing of the proposed modifications. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 9-29.AP9 2 Section 9-29, Illumination, Signal, Electrical 3 January 2, 2018 4 9-29.1 Conduit, Innerduct, and Outerduct 5 This section is supplemented with the following new subsection: 6 7 9-29.1(10) Pull Tape 8 Pull tape shall be pre -lubricated polyester pulling tape. The pull tape shall have a 9 minimum width of %2 -inch and a minimum tensile strength of 500 pounds. Pull tape may 10 have measurement marks. 11 12 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 13 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Slip Resistant Lid ASTM A36 steel Frame ASTM A36 steel Slip Resistant Frame ASTM A36 steel 9-29.6 Light and Signal Standards In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 2329". Item number 2 of the last paragraph is revised to read: 2. The steel light and signal standard fabricator's shop drawing submittal, including supporting design calculations, submitted as a Type 2E Working Drawing in accordance with Section 8-20.2(1) and the Special Provisions. 9-29.6(1) Steel Light and Signal Standards In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". The first sentence of the last paragraph is revised to read: Steel used for light and signal standards shall have a controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. 9-29.6(5) Foundation Hardware In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329". 9-29.10(1) Conventional Roadway Luminaires This section is revised to read: All conventional roadway luminaires shall meet 3G vibration requirements as described in ANSI C136.31. All luminaires shall have housings fabricated from aluminum. The housing shall be painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test as specified in ASTM 13117. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Each housing shall include a four bolt slip -fitter mount capable of accepting a nominal 2" tenon and adjustable within +/- 5 degrees of the axis of the tenon. The clamping bracket(s) and the cap screws shall not bottom out on the housing bosses when adjusted within the +/- 5 degree range. No part of the slipfitter mounting brackets on the luminaires shall develop a permanent set in excess of 0.2 inch when the cap screws used for mounting are tightened to a torque of 32 foot-pounds. Each luminaire shall include leveling reference points for both transverse and longitudinal adjustment. All luminaires shall include shorting caps when shipped. The caps shall be removed and provided to the Contracting Agency when an alternate control device is required to be installed in the photocell socket. House side shields shall be included when required by the Contract. Order codes shall be modified to the minimum extent necessary to include the option for house side shields. This section is supplemented with the following new subsections: 9-29.10(1)A High Pressure Sodium (HPS) Conventional Roadway Luminaires HPS conventional roadway luminaires shall meet the following requirements: General shape shall be "cobrahead" style, with flat glass lens and full cutoff optics. 2. Light pattern distribution shall be IES Type III. 3. The reflector of all luminaires shall be of a snap -in design or secured with screws. The reflector shall be polished aluminum or prismatic borosilicate glass. 4. Flat lenses shall be formed from heat resistant, high -impact, molded borosilicate or tempered glass. 5. The lens shall be mounted in a doorframe assembly, which shall be hinged to the luminaire and secured in the closed position to the luminaire by means of an automatic latch. The lens and doorframe assembly, when closed, shall exert pressure against a gasket seat. The lens shall not allow any light output above 90 degrees nadir. Gaskets shall be composed of material capable of withstanding the temperatures involved and shall be securely held in place. 6. The ballast shall be mounted on a separate exterior door, which shall be hinged to the luminaire and secured in the closed position to the luminaire housing by means of an automatic type of latch (a combination hex/slot stainless steel screw fastener may supplement the automatic -type latch). 7. Each luminaire shall be capable of accepting a 150, 200, 250, 310, or 400 watt lamp complete and associated ballast. Lamps shall mount horizontally. 9-29.10(1)B Light Emitting Diode (LED) Conventional Roadway Luminaires LED Conventional Roadway Luminaires are divided into classes based on their equivalent High Pressure Sodium (HPS) luminaires. Current classes are 200W, 250W, 310W, and 400W. LED luminaires are required to be pre -approved in order to verify City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 their photometric output. To be considered for pre -approval, LED luminaires must meet the requirements of this section. LED luminaires shall include a removable access door, with tool -less entry, for access to electronic components and the terminal block. The access door shall be removable, but include positive retention such that it can hang freely without disconnecting from the luminaire housing. LED drivers may be mounted either to the interior of the luminaire housing or to the removable door itself. LED drivers shall be removable for user replacement. All internal modular components shall be connected by means of mechanical plug and socket type quick disconnects. Wire nuts may not be used for any purpose. All external electrical connections to the luminaire shall be made through the terminal block. LED luminaires shall include a 7 -pin NEMA photocell receptacle. The LED driver(s) shall be dimmable from ten volts to zero volts. LED output shall have a Correlated Color Temperature (CCT) of 4000K nominal (4000-4300K) and a Color Rendering Index (CRI) of 70 or greater. LED output shall be a minimum of 85% at 75,000 hours at 25 degrees Celsius. LED luminaires shall be available for 120V, 240V, and 480V supply voltages. Voltages refer to the supply voltages to the luminaires present in the field. LED power usage shall not exceed the following maximum values for the applicable wattage class: Class Max. Wattage 20OW 110W 250W 165W 310W 21 OW 40OW 275W Only one brand of LED conventional roadway luminaire may be used on a Contract. They do not necessarily have to be the same brand as any high -mast, underdeck, or wall -mount luminaires when those types of luminaires are specified in the Contract. LED luminaires shall include a standard 10 year manufacturer warranty. The list of pre -approved LED Conventional Roadway Luminaires is available at http://www.wsdot.wa.gov/Design/Traffic/ledluminaires.htm. 9-29.10(2) Decorative Luminaires This section, including title, is revised to read: 9-29.10(2) Vacant 9-29.12 Electrical Splice Materials This section is supplemented with the following new subsections: 9-29.12(3) Splice Enclosures 9-29.12(3)A Heat Shrink Splice Enclosure Heat shrink splice enclosures shall be medium or heavy wall cross-linked polyolefin, meeting the requirements of AMS-DTL-23053/15, with thermoplastic City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 adhesive sealant. Heat shrink splices used for "wye" connections require rubber electrical mastic tape. 9-29.12(3)B Molded Splice Enclosure Molded splice enclosures shall use epoxy resin in a clear rigid plastic mold. The material used shall be compatible with the insulation material of the insulated conductor or cable. The component materials of the resin insulation shall be packaged ready for convenient mixing without removing from the package. 9-29.12(4) Re -Enterable Splice Enclosure Re -enterable splice enclosures shall use either dielectric grease or a flexible resin contained in a two-piece plastic mold. The mold shall either snap together or use stainless steel hose clamps. 9-29.12(5) Vinyl Electrical Tape for Splices Vinyl electrical tape in splicing applications shall meet the requirements of MIL -1- 24391 C. 9-29.12(1) Illumination Circuit Splices This section is revised to read: Underground illumination circuit splices shall be solderless crimped connections capable of securely joining the wires, both mechanically and electrically, as defined in Section 8-20.3(8). Aerial illumination splices shall be solderless crimp connectors or split bolt vice -type connectors. 9-29.12(1)A Heat Shrink Splice Enclosure This section is deleted in its entirety. 9-29.12(1)B Molded Splice Enclosure This section is deleted in its entirety. 9-29.12(2) Traffic Signal Splice Material This section is revised to read: Induction loop splices and magnetometer splices shall use an uninsulated barrel -type crimped connector capable of being soldered. 9-29.16(2)E Painting Signal Heads In the first sentence, "Federal Standard 595" is revised to read "SAE AMS Standard 595" 9-29.17 Signal Head Mounting Brackets and Fittings In the first paragraph, item number 2 under Stainless Steel is revised to read: 2. Bands or cables for Type N mount. 9-29.20 Pedestrian Signals In item 2C of the second paragraph, "Federal Standard 595" is revised to read "SAE AMS Standard 595". City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 9-34.AP9 2 Section 9-34, Pavement Marking Material 3 January 2, 2018 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 9-34.2(2) Color Each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595". 9-34.2(5) Low VOC Waterborne Paint The heading "Standard Waterborne Paint" is supplemented with "Type 1 and 2". The heading "High -Build Waterborne Paint" is supplemented with "Type 4". The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". In the row beginning with "O @900F", each minimum value is revised to read "60". In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is revised to read "3". The last four rows are replaced with the following: Vehicle Composition ASTM D 100% acrylic emulsion 100% cross-linking 100% acrylic emulsion Within ± 0.3 of qualification sample 2621 acrylic^ Freeze -Thaw ASTM D @ 5 cycles show no @ 5 cycles show no @ 3 cycles show no Stability, KU 2243 and D coagulation or change coagulation or change coagulation or change 1.25 562 in viscosity greater in viscosity greater in viscosity greater than ± 10 KU than ± 10 KU than ± 10 KU Heat Stability ASTM D ± 10 KU from the ± 10 KU from the ± 10 KU from the 5622 initial viscosity initial viscosity initial Viscosity Low Temperature ASTM D No Cracks* No Cracks Film Formation 28053 Cold Flexibility5 ASTM D522 Pass at 0.5 in mandrel* Test Deck ASTM D913 >_70% paint retention Durability6 in wheel track* Mud Cracking (See note 7) No Cracks No Cracks After the preceding Amendments are applied, the following new column is inserted after the "Standard Waterborne Paint Type 1 and 2" column: Semi -Durable Waterborne Paint Type 3 White I Yellow Min. Max. I Min. T Max. Within ± 0.3 of qualification sample 80 95 80 95 60 60 77 77 65 65 43 43 1.25 1.25 3 3 City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 0.98 0.96 88 50 100° 100° 9.5 9.5 10 10 100% acrylic emulsion @ 5 cycles show no coagulation or change in viscosity greater than ± 10 KU ± 10 KU from the initial viscosity No Cracks Pass at 0.25 in mandrel >_70% paint retention in wheel track No Cracks The footnotes are supplemented with the following: 4Cross-linking acrylic shall meet the requirements of federal specification TT -P -1952F Section 3.1.1. 'Cold Flexibility: The paint shall be applied to an aluminum panel at a wet film thickness of 15 mils and allowed to dry under ambient conditions (50±10% RH and 72±5 °F) for 24 hours. A cylindrical mandrel apparatus (in accordance with ASTM D522 method B) shall be put in a 40°F refrigerator when the paint is drawn down After 24 hours, the aluminum panel with dry paint shall be put in the 40°F refrigerator with the mandrel apparatus for 2 hours. After 2 hours, the panel and test apparatus shall be removed and immediately tested to according to ASTM D522 to evaluate cold flexibility. Paint must show no evidence of cracking, chipping or flaking when bent 180 degrees over a mandrel bar of specified diameter. 6NTPEP test deck, or a test deck conforming to ASTM D713, shall be conducted for a minimum of six months with the following additional requirements: it shall be applied at 15 wet mils to a test deck that is located at 40N latitude or higher with at least 10,000 ADT and which was applied during the months of September through November. 'Paint is applied to an approximately 4"x12" aluminum panel using a drawdown bar with a 50 mil gap. The coated panel is allowed to dry under ambient conditions (50±10% RH and 72±5 °F) for 24 hours. Visual evaluation of the dry film shall reveal no cracks. 26 9-34.3 Plastic 27 28 29 30 31 32 33 34 35 36 37 38 39 In the first sentence of the last paragraph, "Federal Standard 595" is revised to read "SAE AMS Standard 595". 9-34.3(2) Type B — Pre -Formed Fused Thermoplastic In the last two paragraphs, each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595". 9-34.7(1) Requirements The first paragraph is revised to read: Field performance evaluation is required for low VOC solvent -based paint per Section 9- 34.2(4), Type A — liquid hot applied thermoplastic per Section 9-34.3(1), Type B — preformed fused thermoplastic per Section 9-34.3(2), Type C — cold applied preformed City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 1 2 3 4 5 6 7 8 9 10 11 12 13 tape per Section 9-34.3(3), and Type D — liquid applied methyl methacrylate per Section 9-34.3(4). The last paragraph is deleted. 9-34.7(1)C Auto No -Track Time The first paragraph is revised to read: Auto No -Track Time will only be required for low VOC solvent -based paint in accordance with Section 9-34.2(4). The second and third sentences of the second paragraph are deleted. City of Bremerton 2018 Sewer Rehabilitation AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 1/11/18 THIS PAGE LEFT INTENTIONALLY BLANK PART III SPECIAL PROVISIONS THIS PAGE LEFT INTENTIONALLY BLANK SPECIAL PROVISIONS - TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS..........................................................................................4 DIVISION 1 GENERAL REQUIREMENTS.................................................................................................. 5 1-01 DEFINITIONS AND TERMS................................................................................................................ 5 1-01.3 Definitions...................................................................................................................................................5 Submittals.................................................................................................................................................16 1-02 BID PROCEDURES AND CONDITIONS.......................................................................................... 7 1-02.1 Prequalification of Bidders.................................................................................................................. 7 1-02.2 Plans and Specifications........................................................................................................................ 8 1-02.4 Examination of Plans, Specifications, and Site of Work........................................................... 8 1-02.5 Proposal Forms......................................................................................................................................... 9 1-02.6 Preparation of Proposal........................................................................................................................ 9 1-02.7 Bid Deposit................................................................................................................................................10 Oral Agreements.....................................................................................................................................24 1-02.9 Delivery of Proposal..............................................................................................................................10 1-02.10 Withdrawing, Revising of Supplementary Proposal...............................................................11 1-02.11 Combination and Multiple Proposals............................................................................................11 1-02.13 Irregular Proposals...............................................................................................................................11 1-02.14 Disqualification of Bidders.................................................................................................................12 1-02.15 Pre -Award Information.......................................................................................................................12 1-02.16 Addenda and Interpretations of Bid Documents......................................................................13 1-03 AWARD AND EXECUTION OF THE CONTRACT......................................................................13 1-03.3 Execution of Contract...........................................................................................................................13 1-03.4 Contract Bond..........................................................................................................................................13 1-03.7 Judicial Review........................................................................................................................................14 1-04 SCOPE OF THE WORK........................................................................................................................14 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda..................................................................................................................................................14 1-04.4 Changes......................................................................................................................................................15 1-04.6 Variation in Estimated Quantities...................................................................................................16 1-05 CONTROL OF WORK...........................................................................................................................16 1-05.2 Authority of Assistants and Inspectors.........................................................................................16 1-05.5 Submittals.................................................................................................................................................16 1-05.7 Removal of Defective and Unauthorized Work.........................................................................21 1-05.11 Final Inspection......................................................................................................................................21 1-05.12 Final Acceptance.....................................................................................................................................23 1-05.13 Superintendents, Labor and Equipment of Contractor..........................................................23 1-05.15 Method of Serving Notices.................................................................................................................23 1-05.16 Water and Power...................................................................................................................................23 1-05.17 Oral Agreements.....................................................................................................................................24 1-06 CONTROL OF MATERIAL.................................................................................................................24 1-06.4 Handling and Storing Materials.......................................................................................................24 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC........................................24 1-07.1 Laws to be Observed.............................................................................................................................24 City of Bremerton April 2018 2018 Sewer Rehabilitation SP -1 1-07.2 Sales Tax....................................................................................................................................................25 7-08 1-07.5 Environmental Regulations...............................................................................................................26 7-08.3 1-07.6 Permits and Licenses............................................................................................................................27 7-08.4 1-07.16 Protection and Restoration of Properties....................................................................................27 7-08.5 1-07.17 Utilities and Similar Facilities...........................................................................................................27 7-20 1-07.18 Public Liability and Property Damage Insurance.....................................................................30 7-20.1 1-07.18 Insurance................................................................................................................................................... 30 1-07.23 Public Convenience and Safety.........................................................................................................33 7-20.4 1-07.24 Rights of Way...........................................................................................................................................34 7-20.5 1-08 PROSECTION AND PROGRESS.......................................................................................................35 7-21 1-08.0 Preliminary Matters..............................................................................................................................35 1-08.1 Subcontracting........................................................................................................................................37 1-08.3 Progress Schedule..................................................................................................................................37 1-08.4 Notice to Proceed...................................................................................................................................37 1-08.5 Time of Completion...............................................................................................................................38 1-08.9 Liquidated Damages.............................................................................................................................38 1-09 MEASUREMENT AND PAYMENT.................................................................................................38 1-09.1 Measurement of Quantities................................................................................................................38 1-09.6 Force Account..........................................................................................................................................39 7-08 1-09.7 Mobilization.............................................................................................................................................40 7-08.3 1-09.8 Payment for Material on Hand.........................................................................................................40 7-08.4 1-09.9 Payments...................................................................................................................................................41 7-08.5 1-09.11 Disputes and Claims..............................................................................................................................42 7-20 1-09.13 Claims Resolution..................................................................................................................................42 7-20.1 1-10 TEMPORARY TRAFFIC CONTROL................................................................................................42 1-10.1 General.......................................................................................................................................................42 1-10.2 Traffic Control Management.............................................................................................................44 1-10.3 Traffic Control Labor, Procedures and Devices.........................................................................45 1-10.4 Measurement...........................................................................................................................................46 1-10.5 Payment.....................................................................................................................................................46 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINSAND CONDUITS.......................................................................................................................................47 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS.................................................................47 7-08.3 Construction Requirements...............................................................................................................47 7-08.4 Measurement...........................................................................................................................................50 7-08.5 Payment.....................................................................................................................................................50 7-20 PIPE PRE -INSTALLATION CLEANING, INSPECTION AND ASSESSMENT .................... 50 7-20.1 Description...............................................................................................................................................51 7-20.3 Construction Requirements...............................................................................................................51 7-20.4 Measurement...........................................................................................................................................56 7-20.5 Payment.....................................................................................................................................................56 7-21 CURE -IN-PLACE PIPE (CIPP) REHABILITATION (New Section).....................................57 City of Bremerton April 2018 2018 Sewer Rehabilitation SP - 2 7-21.1 Description...............................................................................................................................................57 7.21.2 Materials....................................................................................................................................................59 7-21.3 Construction Requirements.............................................................................................................62 7-21.4 Measurement...........................................................................................................................................69 7-21.5 Payment.....................................................................................................................................................69 City of Bremerton April 2018 2018 Sewer Rehabilitation SP - 3 THIS PAGE LEFT INTENTIONALLY BLANK INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2018 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (City of Bremerton GSP) (City of Bremerton GSP, New Section) Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices forStreets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition City of Bremerton Public Works and Utilities Standards Contractor shall obtain copies of these publications, at Contractor's own expense. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -4 DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (City of Bremerton GSP) Delete the definitions for "Completion Dates," "Contract" and "Contracting Agency." This Section is supplemented with the following: All references in the Standard Specifications to the terms "State," "Department of Transportation," "Washington State Transportation Commission," "Commission," "Governor," "Secretary of Transportation," "Secretary," "Headquarters," and "State Treasurer" shall be revised to read "Contracting Agency." All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location." The venue of all causes of action arising from the Call for Bids, Award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday, except holidays as listed in Section 1-08.5. City The word "City" shall mean the City of Bremerton, WA. Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How the Contractor will be paid. The Contract includes the Contract (Agreement) form, bidder's completed Proposal Form, Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -5 all required certificates and affidavits, performance and payment bonds, the most current published version of the Standard Specifications for Road, Bridge and Municipal Construction and amendments thereto, Contract Provisions, Contract Plans, Standard Plans, addenda and change orders. Contract Documents See definition for "Contract." Contract Time The period of time established by the terms and conditions of the contract within which the work must be completed. Contracting Agency (Owner) Agency of Government that is responsible for the execution and administration of the Contract. In this case, the Agency of Government (Owner) is the City of Bremerton, WA. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the Work. Contract Execution Date The date when both the Contractor and the Contracting Agency have signed the Agreement, binding themselves to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods or correction or repair remains for the physical completion of the total Contract. Final Completion Date The day all of the Work is physically completed on the project, including demobilization and site restoration. The Engineer has received from the Contractor record drawings, operation and maintenance manuals, manufacturers' affidavits and warranties. Final Completion shall be obtained no more than 30 days from the Substantial Complete date unless an extension is granted by the Owner. Final payment will be withheld until Final Completion is obtained. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 6 Force Account Work Additional work that may be required because of City -directed changes in the work, differing site conditions, emergencies or other reasons that the Engineer determines is not included in the Contract unit prices, and for which payment is to be determined as required by Sections 1-04 and 1-09 of this Contract. Force Account Work shall be authorized only by written Work Change Directive issued by the Engineer. Imported Material Materials obtained from sources outside the project site that are not furnished by the City. Materials excavated from anywhere on the project or from designated borrow areas, or that are furnished by the City. Notice Inviting Bids See definition for "Call for Bids". All references to "Call for Bids" are replaced with "Notice Inviting Bids." Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Work Change Directive A written order issued by the Engineer directing a change in the design, specifications, quantities, materials or methods of the work. A Work Change Directive may, or may not, alter the Contract Price or Contract Time. Work Change Directives that increase the overall Contract Price or Contract Times will be aggregated and executed as a formal Change Order. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 7 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this Section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Contract Documents (Plans and Specifications) 3 Furnished upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General (City of Bremerton GSP) This Section is supplemented with the following: Contractor shall review the entire Contract to ensure that the completeness of their Proposal includes all items of Work regardless of where shown in the Contract. Bidders are cautioned that alternate sources of information (copies of the Contract obtained from third parties) are not necessarily an accurate or complete representation of the Contract. Bidders shall use such information at their own risk. Videos have been completed for some of the mains. These videos are being made available as described in the Notice Inviting Bids. The City does not guarantee the accuracy or completeness of the videos. The videos are not part of the contract and for information purposes only. 1-02.4(2) Subsurface Information (City of Bremerton GSP) Delete this Section and replace it with the following: If the Contracting Agency has made a subsurface investigation of the site of the proposed Work, the boring log data and soil sample test data accumulated by the Contracting Agency will be made available for inspection by the Bidders. However, the Contracting Agency makes no representation or warranty, expressed or implied, that: Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -8 a. The Bidders' interpretations from the boring logs maybe correct, b. Moisture conditions and indicated water tables will not vary from those found at the time the borings were made; c. The ground at the location of the borings has not been physically disturbed or altered after the boring was made; and d. Conditions below the surface of the ground are consistent throughout the site with the information made available hereunder, or that conditions to be encountered on the site are uniform or consistent with geological conditions usually encountered in the area. The Contracting Agency makes no representations, guarantees, or warranties as to the condition, materials, or proportions of the materials between the specific borings, regardless of any subsurface information the Contracting Agency may make available to the prospective Bidders. Bidders are solely responsible for making the necessary investigations to support and/or verify any conclusions or assumptions used in preparation of their bids. 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this Section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (City of Bremerton GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 9 Delete the last paragraph, and replace it with the following: All Proposals submitted shall, on their face, remain valid for a period of 60 days following the date of Bid opening. In the event of a conflict in this duration, which may appear elsewhere in the Contract Provisions, the longest duration shall apply. The Bidder's attention is directed to that portion of the Proposal which requires that the Bidder furnish information concerning its and proposed Subcontractors' experience with work of a similar nature, equipment to be used on this project, and general background information. Information which is incomplete, evasive, or of a general nature only, may be considered as grounds for rejection of the Proposal. The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid 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). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.7 Bid Deposit (City of Bremerton GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Name of the project; 2. The Contracting Agency named as obligee; 3. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 4. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; S. The signature of the surety's officer empowered to sign the bond and the power of attorney. The Bidder must use the bond form included in the contract. 1-02.9 Delivery of Proposal (City of Bremerton GSP) Delete this section in its entirety and replace with the following: Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -10 Each proposal shall be submitted in a sealed envelope, with the Project Name as stated in the Notice Inviting Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. The Contracting Agency will not open or consider any Bid Proposal, or any supplement to a Proposal, that is received after the time specified in the Notice Inviting Bids for receipt of Bid Proposals, or received in a location other than that specified in the Notice Inviting Bids. E-mailed or faxed Proposals or supplements to a Proposal are not acceptable. 1-02.10 Withdrawing, Revising of Supplementary Proposal (City of Bremerton GSP) Delete the second, third and final paragraph of this section. 1-02.11 Combination and Multiple Proposals (City of Bremerton GSP) Delete this Section in its entirety. 1-02.13 Irregular Proposals (City of Bremerton GSP) Delete this section and replace it with the following: A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or i. More than one proposal is submitted for the same project from a Bidder under the same or different names. A proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -11 submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (City of Bremerton GSP) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria as follows: 1. Bea registered contractor at the time of bid submittal (RCW 18.27.020); 2. Have a current Unified Business Identifier number; 3. Have industrial insurance coverage; 4. Have an employment security department number; S. Have a state excise tax registration number; and 6. Have never been disqualified from bidding under 39.12.065(3); 7. Not debarred from work in the State of Washington or the Federal Government; 8. The bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency. 1-02.15 Pre -Award Information (August 14, 2013 AP WA GSP) Delete this Section and replace it with the following: Before awarding any Contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located, 7. Any other information or action taken that is deemed necessary to ensure that the Bidder is the lowest responsible bidder. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -12 1-02.16 Addenda and Interpretations of Bid Documents (City of Bremerton GSP, New Section) No oral interpretation of the meaning of the plans, specifications or other pre-bid documents will be made to any bidder. Every request for such interpretation shall be submitted in writing, addressed to the city's contact person (listed on the cover page of these contract documents), and to be given consideration, shall be received at least five (5) working days prior to date fixed for Bid Opening. Any and all such interpretations and supplemental instructions will be in the form of written addenda to the Specifications which, if issued, will be mailed or otherwise delivered to each prospective bidder. Failure of any bidder to receive any such addendum shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become a part of the Contract documents. 1-03 AWARD AND EXECUTION OF THE CONTRACT 1-03.3 Execution of Contract (City of Bremerton GSP) Delete this Section and replace it with the following: The City will mail three copies of the unsigned contract to the successful Bidder immediately upon award. The documents will be sent via overnight mail. Within 14 calendar days from receipt of the documents, the successful bidder shall return three signed original contracts, insurance certificates as required by Section 1-07.18, and satisfactory bonds as required by law and Section 1-03.4. Before execution of the contract by the City, the successful bidder shall provide any pre -award information the City may require under Section 1-02.15. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City -furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. If the bidder's performance of the requirements of this Section is delayed by circumstances beyond the bidder's control, the City may grant up to 14 calendar days of additional time, provided that the City agrees that circumstances warrant an extension. 1-03.4 Contract Bond (City of Bremerton GSP) Revise the first paragraph to read: The successful bidder shall provide both executed performance and public works payment bonds for the full contract amount. The bonds shall: 1. Be on Contracting Agency -furnished forms; Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -13 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner; and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract; or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work. 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice- president). 1-03.7 Judicial Review (January 14, 2014 COB GSP) Reference to "Thurston County"shall be amended to"Kitsap County." 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (City of Bremerton GSP) Delete the first two paragraphs of this Section and replace them with the following: The complete Contract includes these parts: Contract (Agreement) form, bidder's completed Proposal Form, the 2018 Standard Specifications for Road, Bridge, and Municipal Construction and amendments thereto, Contract Provisions, Plans, Standard Plans, addenda, all required certificates and affidavits, performance and labor and material payment bonds, Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -14 and change orders. These parts complement each other in describing a complete Work. Any requirement in one part binds as if stated in all parts. The Contractor shall provide any work or materials clearly implied in the Contract even if the Contract does not mention it specifically. Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Permits from other agencies as required by law 2. Change Orders, 3. Agreement, 4. Addenda, S. Contractor's Bid (Bid Forms), 6. Special Provisions, 7. Amendments to the Standard Specifications, 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction (current version) 9. Contract Plans, 10. Contracting Agency's Standard Plans or Details (if any), and 11. WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction 1-04.4 Changes (City of Bremerton GSP) Replace the wording "written change order" with "Work Change Directive." This Section is supplemented with the following: The City has included the Bid Item "Force Account" in the Bid Proposal to pay for changes in the work as described in this section. In order to maintain equity among Bidders, the Contracting Agency has entered a fixed amount for this Bid item as listed in the Proposal. Payment from this Bid Item shall occur only upon executing a Work Change Directive signed by both the City and the Contractor. The Owner and Contractor shall agree upon pricing of the work change as either a negotiated Lump Sum cost or to be tracked as Time and Materials (Force Account). For a Lump Sum cost, the Contractor shall submit a detailed breakdown of estimated labor, equipment, materials, and subcontracted work to perform the change, along with all markups. The Owner and Contractor must agree upon the Lump Sum cost prior to performing the Work. To avoid delaying the performance of the change in Work, the Contractor shall prepare and submit the Lump Sum cost immediately upon request. When the Owner and Contractor agree to pay for the changed Work as Time and Materials, pricing and tracking of the work shall be done in accordance with Section 1-09.6. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -15 1-04.4(1) Minor Changes (February 15, 2008 G&O GSP) Delete this Section in entirety. 1-04.6 Variation in Estimated Quantities (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. When the accepted quantity of Work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work. 1-05 CONTROL OF WORK 1-05.2 Authority of Assistants and Inspectors (City of Bremerton GSP) This Section is supplemented with the following: The presence or absence of an Inspector at the Work site will be at the sole discretion of the Contracting Agency and will not in any way relieve the Contractor of its responsibility to properly perform the Work as required by the Contract Provisions. The Inspector does not purport to be a safety expert, and is not engaged in that capacity under this Contract. The Inspector may inform the Contractor of conditions that may constitute safety issues or violations. Such information will be provided solely to cooperate with and assist the Contractor and shall not make the Inspector or the Engineer responsible for the enforcement of safety laws, rules, regulations or procedures. After receiving information relating to safety issues, the Contractor shall make its own examination and analysis of the situation reported and take such action, if any, that the Contractor determines to be appropriate. The Inspector's performance of project representation and observation services shall not make the Inspector responsible for the enforcement of safety laws, rules, regulations or procedures; nor shall it make the Inspector responsible for construction means, methods, techniques, sequences, or procedures, or for the Contractor's ability to properly perform the Work, all of which are entirely the responsibility of the Contractor. 1-05.5 Submittals (City of Bremerton GSP, New Section) 1-05.5(1) General The Contractor shall submit information for review by the Owner related to all material to be used on the project. Additional submittals are described in this section, as well as in Division 7. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -16 Each submittal shall be transmitted to the Owner with the Submittal cover sheet included in Appendix B. If the Contractor desires to use their own submittal cover sheet, it must be approved by the Owner prior to use. Each submittal shall be uniquely numbered. Submittals and cover sheets may be transmitted to the Owner in the Adobe PDF format through e-mail. 1-05.5(2) Required Submittals The Contractor shall provide the City all required submittals as identified in this section, in Division 7, and where identified elsewhere in the Contract Documents. 1-05.5(2)A Submittals for the Pre -construction Conference The following items shall be submitted at the pre -construction conference prior to the Notice to Proceed. For each item, submit 3 hard copies and an electronic copy on a CD-ROM disk or thumb drive. 1. Contractor's and Subcontractor's Contact Information Names and 24-hour contact telephone numbers of contractor's and each subcontractor's key personnel identified in Standard Specifications Section 1-05.13. 2. Contractor's Labor Classifications and Rates: Classification of all workers to be employed by the Contractor and its subcontractors in the work, excluding the Contractor's Superintendent and General Foremen (if any), and; straight -time and overtime Weighted Wage Rates for each submitted labor classification, computed as required in Standard Specification Section 1-09.6. Update and resubmit the entire labor classification file whenever worker classifications are changed, added or deleted. Electronic copy shall be in MS Excel. 3. Contractor's Equipment Classifications and Rates: Make and model of each item of equipment and small tools to be employed by the Contractor and its subcontractors in the work, and; working and standby (idle) hourly rates for each submitted item of equipment, computed as required by Standard Specification Section 1-09.6 and the AGC/WSDOT Equipment Rental Rate Agreement referenced therein. Update and resubmit this entire equipment classification file whenever equipment or small tools classifications are changed, added or deleted. Electronic copy shall be in MS Excel. 4. Contractor's Progress Schedule (Tyne A Progress schedule identified in Special Provisions Section 1-08.3(2)A. Format shall be Microsoft Project or software equal. 5. Cost breakdown for lump sum items (Schedule of Values), if applicable. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -17 6. Traffic Control and Erosion Control Supervisor Certifications: Include names, certifications, and contact information. 7. List of all Subcontractors, including: a. Percentage value of work assigned. b. Principal contact(s). c. Address d. Telephone and fax numbers. 8. List of all requested exceptions to the Contract Documents. Note: see 1-08.0(1) Preconstruction Conference 1-05.5(2)B Construction Submittals The following items shall be submitted at least two weeks prior to the associated construction activity to allow ample time for review and resubmittal if necessary. - Catalog information and data sheets for all materials to be installed on project (See section on technical submittals and shop drawings.) - Temporary Bypass Plans for individual pipe sections (See Section 7-08) - Temporary Traffic Control Plans for each area. - Certification for Traffic Control Supervisor (TCS) - Spill Control and Prevention Plan, including 24-hour contact information. - Weekly look -ahead schedule per 1-08.3(2)D. - Any other construction -related submittal identified elsewhere in the Contract Documents. 1-05.5(2)C Technical Submittals (Shop Drawings) In addition to notification of material suppliers and fabricators, the Contractor shall also furnish for the Engineer's review and approval all required shop drawings. Shop drawings are defined as drawings or data, which illustrate how specific items, shall be fabricated, manufactured, or installed. Shop drawings are required for all shop, field fabricated or manufactured items and shall include all information necessary for the fabrication and installation of the item and to show conformance with these contract documents. The information shall include, but not be limited to: 1. For fabricated items or those constructed in place, component sizes, layout, materials, and connection details including, but not limited to, connectors, weld type, reinforcement schedules and sizes, and boring and jacking equipment. 2. Shop drawings for reinforced concrete structures shall include, but not be limited to, reinforcement bending and placing drawings. 3. Piping Fabrication and Placement Drawings. City of Bremerton April 2018 2018 Sewer Rehabilitation SP -18 4. Erection Drawings. 5. Diagrams, Illustrations and Data (product, design, or other). Manufacturers' standard catalog information and details maybe submitted; however, standard manufacturers' information and advertising literature may not necessarily be sufficient. 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. Samples submitted shall be of sufficient size and quantity to clearly illustrate functional characteristics of products or materials and full range of colors available. 1-05.5(2)D Additional Administrative Submittals The following administrative submittals shall be submitted when noted: - Retainage account information - Submit prior to first invoice - Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors - Submit prior to performing any work at the site. - Certified Payrolls - Submit weekly. - Affidavit of Wages Paid - Submit prior to release of retainage. - Form titled "Acceptance of Compensation and Release of All Claims". Submit prior to final payment. - Additional submittals where identified in the Contract Documents and as requested by the Engineer. 1-05.5(4) Submittal Review Process 1-O5.5(4)A Submittal Transmittal Procedure When the Contract Documents require a submittal, the Contractor shall submit the specified information to the designated City representative via e-mail in Adobe PDF format using the cover sheet included in Appendix B. Each submittal shall have a unique number. Only include related items within a single submittal. When multiple items are included, these shall be numbered with the submittal number followed by a letter (e.g. if Submittal #4 has three items, these shall be 4.A, 4.13, and 4.C). Submittals which are incomplete and/or do not have all the information required to be submitted, including but not limited to a signed and dated submittal transmittal form, and copy of marked -up specifications and/or drawings when specified, are not acceptable and will be returned without review. All submittal information provided by subcontractors shall be transmitted through the Contractor and shall bear the Contractor's signature. For resubmittals, use the same number as the original submittal and check the resubmittal box on the transmittal form. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP -19 1-O5.5(4)B Submittal Review and Effect Unless otherwise specified, within 14 calendar days after receipt of a submittal for review and comment, the City shall review the submittal and return the reviewed copy with the transmittal cover sheet via e-mail in Adobe PDF format. 1. If the review indicates that the material or equipment complies with the project manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the Contractor may begin to incorporate the material or equipment covered by the submittal. 2. If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Contractor may begin incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in 0&M data, a corrected copy shall be provided. 3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 4. If the review indicates that the material, equipment, or work method does not comply with the Contract Documents, copies of the submittal will be marked "REJECTED - SEE REMARKS." Submittals with deviations which have not been identified clearly may be rejected. Except at his own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." S. If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Information Only the submittal will be marked "PRODUCT DATA/NOT REVIEWED. Acceptability of the material, equipment, or work shall be determined under normal inspection procedures. Review of drawings or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the City, or by any delegated representative, officer or employee thereof, and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the City has no objection to the Contractor, upon his own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. Approval of shop drawings or other submittals by the City is only for general conformance with the design concept of the product and general compliance with the Contract Documents. Any action required is subject to the requirements of the Plans and Specifications. The Contractor is responsible for dimensions which shall be confirmed and correlated at the job site, coordination of his work with that of all other trades, and the satisfactory performance of his work Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 20 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection (City of Bremerton GSP) Delete this Section and replace it with the following: 1-05.11(1) Substantial Completion Date When the Contractor considers the Work to be substantially complete, the Contractor shall notify the Engineer in writing and request that the Engineer establish the Substantial Completion Date. The Contractor's notice shall list the specific items of the Work that remain to be completed in order to achieve Final Completion. The Engineer will schedule an Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 21 inspection of the Work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will establish the Substantial Completion Date. If, after inspection, the Engineer does not consider the Work to be substantially complete and ready for its intended use, the Engineer will notify the Contractor in writing and provide the reasons therefor. Upon receipt of written notice either establishing the Substantial Completion Date or informing the Contractor that the Work is not substantially complete, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach substantial completion and physical/final completion of the Work. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for final inspection. 1-05.11(2) Final Completion and Acceptance When the Contractor considers the Work to be physically complete in entirety, including site demobilization, restoration, submitting of any record document or inspection reports, and ready for final inspection, the Contractor shall provide written notice to the Engineer requesting a final inspection. The Engineer will then schedule a date for final inspection. The Engineer and the Contractor will then make a final inspection, and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the Work to be incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until the listed deficiencies have been completed. This process will continue until the Contracting Agency is satisfied the listed deficiencies have been corrected and the Work is physically complete. If action to correct the listed deficiencies is not initiated within seven days after receipt of the written notice listing the deficiencies, the Contracting Agency may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed any extension of the Contract time or additional compensation because of a delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights hereunder. Upon correction of all deficiencies, the Owner will notify the Contractor, in writing, of the date upon which the Work was accepted in entirety and considered to have obtained Final Completion. That date shall constitute the Final Completion Date of the contract. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 22 1-05.12 Final Acceptance (City of Bremerton GSP) Delete this section in entirety. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 AP WA GSP) Delete the sixth and seventh paragraph of this Section. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Manager. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic formats such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new sections 1-05.16 and 1-05.17: 1-05.16 Water and Power (City of Bremerton GSP, New Section) The Contractor shall make necessary arrangements and shall bear the costs for supplying power for the performance of the work The Contractor is permitted to use water supplied from City hydrants during the work. Not all fire hydrants will be available for use for cleaning, lining, or any other construction activities associated with this project. Prior to construction activities, it shall be the Contractor's responsibility to verify which hydrants will be available by contacting the City. The Contractor shall use only those hydrants designated by the City. A hydrant meter and backflow preventer assembly must be installed at the hydrant prior to usage. The meter and assembly will be supplied and installed by City staff at a hydrant to be designated by the Contractor. No charge for water will be made unless there is obvious waste. The Contractor may relocate the meter and assembly as needed to other hydrants during the work. The Contractor is solely responsible for security and protection of the meter and assembly at all times during the work. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 23 To obtain a meter and assembly, coordinate directly with the City Inspector or Project Manager. A deposit of $2000 is required prior to obtaining the meter and assembly. The deposit will be returned upon completion of the project if the hydrant meter and assembly is returned undamaged. 1-05.17 Oral Agreements (October 1, 2005 AWPA, New Section) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.4 Handling and Storing Materials (City of Bremerton GSP) This Section is supplemented with the following: The Contractor may be required to provide off-site storage of equipment and materials to enable construction to occur at the construction site. The Contractor has full responsibility to secure all off-site storage areas, if needed, and shall include the costs for providing such storage areas in the Proposal for the individual equipment and material bid items requiring off-site storage. All off-site storage areas shall be fenced, secure and have access restricted or withheld from the general public. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 24 removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. (April 3, 2006) Confined Space Confined spaces are known to exist at the following locations: — Manholes The Contractor shall be fully responsible for the safety and health of all on-site workers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for the work. No work shall be performed in or adjacent to the confined space until the Contractor has prepared and implemented the confined space program. The plan shall be kept at the site and made available for review by the Owner upon request.. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 Sales Tax Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA funded project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 25 1-07.2(1) State Sales Tax —Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations 1-07.5(2) State Department of Wildlife and Fisheries (City of Bremerton GSP) Delete the last paragraph and replace with the following: Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 26 Work in all items (1) through (8) above shall be incidental to other contract pay items. 1-07.6 Permits and Licenses (City of Bremerton GSP) Supplement this section with the following: The Contractor shall obtain a City of Bremerton business license before mobilizing to the site. No City of Bremerton permits are required for this project. Any additional permits required for the work from state and federal agencies must be obtained by Contractor. 1-07.16 Protection and Restoration of Properties Add the following new section: 1-07.16(5) Public Notification Prior to Starting Work (City of Bremerton GSP, New Section) NOTIFICATION IMMEDIATELY PRIOR TO LINING WORK: The Contractor shall contact all property tenants, via flyer or door hanger, a minimum of 48 to 72 hours prior to start of the lining operation. The Contractor shall submit a draft of the property owner notification to the City for review at least 5 calendar days prior to distribution. The notification shall advise the owners and tenants of the type of work, schedule and indicate the Contractor's name, contact person and telephone numbers. The notification shall state to avoid water use and flushing of toilets during the operation and describe any noxious odors or loud activities that may result from the work. 1-07.17 Utilities and Similar Facilities Add the following new section: 1-07.17(3) Contractor's Responsibility for Utility Properties & Services (City of Bremerton GSP, New Section) Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, power, oil, gas, water, sewer, storm sewer, or irrigation systems, operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. The Contractor shall protect, in place, all railway, telegraph, telephone (including poles, guy wires and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigation systems from damage. If interfering railway, telegraph, telephone (including poles, guy wires, and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigation systems are encountered notify the Engineer and the appropriate utility company at least Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 27 two (2) working days in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. The Contractor shall pay all costs of protecting and/or relocation of such facilities. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result on accidental breakage due to construction operations, the Contractor shall promptly notify the proper authority, cooperate with said authority in restoration of service as promptly as possible and bear all associated costs of repair subject to determination of responsibility. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. In the event the Contractor encounters water and sewer service lines that interfere with trenching or that must be relocated to avoid the new pipeline, the services may be cut, and the trench dug through, only after obtaining prior approval of the Water Department, Engineering Department, or Fire Department, as applicable, and the Engineer. All work and repairs to the water system shall be performed by City forces only. The services will be restored with similar or equal materials. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. Existing water mains are generally buried at 3' depth from the ground surface to the top of pipe. 1-07.17(5) List of Utility Owners Following is a list of the utilities serving the work area indicating the name (if available) and telephone number of the responsible authority of the various utilities which should be notified if conflicts or emergencies arise during the progress of the work Outside normal working hours, report emergencies and initiate contact with the appropriate individual by calling 911. UTILITY CONTACT TABLE Within City of Bremerton, Department of Public Works and Utilities (PWU): UTILITY UTILITY NAME CONTACT TELEPHONE # Bremertonl PWU First Response 360-473-5920 Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 28 Storm and Sanitary Sewers PWU Pat Jacobsen 360-473-5327 Water PWU Bob Zurbrugg Bill Davis 360-473-5249 360-473-2312 Streets PWU Colen Corey Shane Weber 360-473-5838 360-473-2354 Contact Utility Managing Engineer Ned Lever at 473-2398 if unable to contact PWU individuals above OTHER UTILITIES Power Puget Sound Energy Dispatcher 888-225-5773 Telephone Century Link Repair Dept. 800-573-1311 Gas Cascade Natural Gas Mike Dunn 360-479-3966 Cable TV Comcast Jerry Biggs 360-377-8528 360-415-2477 (pager) Underground Utilities Locate Service 800-424-5555 City of Bremerton April 2018 2018 Sewer Rehabilitation SP -29 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (City of Bremerton GSP) 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Final Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage and shall contain a waiver of subrogation against the Contracting Agency for claims arising out of any operations, liabilities and obligations to which coverage applies. F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 30 H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: An ACORD certificate or a form determined by the Contracting Agency to be equivalent. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 31 Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. Commercial General Liability A policy of Commercial General Liability Insurance, including: - Per project aggregate - Premises/ Operations Liability - Products/Completed Operations - for a period of one year following final acceptance of the work. - Personal/Advertising Injury - Contractual Liability - Independent Contractors Liability - Stop Gap / Employers' Liability - Explosion, Collapse, or Underground Property Damage (XCU) - Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: - $1,000,000 Each Occurrence - $2,000,000 General Aggregate - $1,000,000 Products & Completed Operations Aggregate - $1,000,000 Personal &Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee Automobile Liability Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit Worker's Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 32 Excess or Umbrella Liability The Contractor shall provide Excess or Umbrella Liability coverage at limits of one (1) million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. Pollution Liability The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of: 1. Contractor's operations related to this project; and/or 2. Remediation, abatement, repair, maintenance or other work with lead-based paint or materials containing asbestos; and/or 3. Transportation of hazardous materials away from any site related to this project. Such Pollution Liability policy shall provide the following minimum coverage: $1,000,000 each loss and annual aggregate 1-07.23 Public Convenience and Safety (City of Bremerton GSP) Supplement this section with the following Work areas shall be barricaded to prevent public access and provide a buffer between the work zone and the public. 1-07.23(2) Construction and Maintenance of Detours (City of Bremerton GSP) Delete this section and replace with the following: Unless otherwise noted, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: Detours and detour bridges that will accommodate traffic diverted from the roadway or bridge during construction, Detour crossings of intersecting highways, and Temporary approaches. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 33 The construction and maintenance of detours including traffic control and signing is the sole responsibility of the Contractor. The Contractor will be required to submit Traffic Control Plans in accordance with MUTCD, WSDOT requirements, and these specifications. Payment for Construction and Maintenance of Detours will be incidental to the project and included into other bid items. 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are generally or specifically described as follows: Access to manhole R11-1084 on Sheet C2 will require entering onto private property. The manholes, RO1-3068, RO1-3058, and RO1-3053 on Sheet C5 are located on an easement on Bremerton School District property. The City is currently coordinating with private property owners to ensure access prior to construction Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours' notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 34 this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECTION AND PROGRESS Add the following new section(s): 1-08.0 Preliminary Matters (City of Bremerton GSP) 1-08.0(1) Preconstruction Conference (City of Bremerton GSP) Prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Contracting Agency, the Engineer and such other persons as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various persons associated with or affected by the Work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the Work; 5. To review traffic control; and 6. To discuss such other related items as may be pertinent to the Work. The Contractor shall prepare and bring to the meeting the pre -construction submittals listed in paragraph 1-05.5(2)A. 1-08.0(2) Hours of Work (City of Bremerton GSP) Except in the case of emergency, or unless otherwise approved or directed by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work A 10 -hour work day four days per week will also be permitted by the Owner upon written request by the Contractor. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 35 longer than the regularly scheduled workday (8 or 10 hour workday) on any day. The Contractor shall apply in writing to the Engineer for such permission to work outside the work window at least 7 days in advance. If the Owner approves work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays, it will be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or if complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. If requesting to work at night, at least 7 days of notice to the City shall be given to allow time for the City inspector to adjust their schedule. The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. The Contractor will be required to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. If the Owner permits the Contractor to work outside the agreed upon work hours, this does not imply that the Owner agrees to pay for any wages or costs associated with overtime or extra work. Costs associated with overtime work shall always be borne by the Contractor, unless the Owner specifically directs in writing that overtime work must be used to accomplish a task. 1-08.0(3) Construction Meetings (City of Bremerton GSP, New Section) Weekly meetings shall be held at a mutually agreed-upon location and day of the week and time. The purpose of the meeting will be to discuss the work, resolve any quantity or force account disagreements, review the Contractor's Progress and Schedule, and review the record drawings. The Contracting Agency shall develop an agenda for each weekly meeting. The Contractor shall provide an updated 3 -week look -ahead schedule for each meeting. At the Owner's discretion, these meetings may be cancelled. At a minimum, the Contractor's superintendent shall attend the weekly meeting. The Owner may schedule additional meetings that the Contractor shall attend to review and discuss specific issues on topics that may be too involved for inclusion in the weekly progress meeting or require involvement from others not directly associated with the project. When a special meeting is required, the Engineer will coordinate time and place for all required attendees. Special meeting topics may include, traffic control, work sequence, and bypassing flow. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 36 1-08.1 Subcontracting (City of Bremerton GSP) Delete the 81h and 91h paragraphs. The 81h paragraph starts with "On all projects... 1-08.3 Progress Schedule 1-08.3(1) General Requirements (City of Bremerton GSP) Supplement this section with the following: The Contractor shall submit a Type A Schedule. The Contractor shall use Microsoft Project scheduling software or approved equal. 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit three copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 10 calendar days of receiving the submittal. 1-08.4 Notice to Proceed (City of Bremerton GSP) Delete the text in this section and replace with the following paragraph: Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the final completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 37 1-08.5 Time of Completion (City of Bremerton GSP) Delete the text in this section and replace with the following paragraph: The Contractor shall begin work within ten (10) calendar days of the Notice to Proceed date. The Work shall obtain Substantial Completion within the time designated in 'Article 2' of the CONTRACT. Time lost in replacing improper work or material shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work and shall not release the Contractor from damages or liabilities for failure to complete the work within the time stipulated. 1-08.9 Liquidated Damages (City of Bremerton GSP) Delete and replace the second paragraph with the following: Liquidated damages are established per `Article 3' of the CONTRACT. The Engineer will deduct the accumulated amount from any money due or coming due to the Contractor. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Add the following new section: 1-09.1(1) Quantity Reporting Requirements (City of Bremerton GSP, New Section) General. a. Requirement: Preparation of daily Quantity Reports generally as described in this Section is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily Quantity Reports is to create a valid, contemporaneous record of all bid -item work performed by the Contractor, with the goal of limiting disputes by tracking and agreeing on the various quantities of work as it is performed. The daily Quantity Reports required herein shall become the controlling record and source documentation of the work performed and the materials provided by the Contractor each day. C. Correction of Errors: Nothing in this Section shall bar later adjustment of quantities for the purpose of correcting errors or omissions when such Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 38 adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer's decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, daily Quantity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meeting and, to the extent possible, any dispute related to the quantity work performed during the preceding week shall be resolved and final bid item quantities agreed upon. Daily Quantity Report a. Report Preparation: The Engineer will complete a daily Quantity report for each day that work is performed. The Contractor shall furnish any required material invoices or load receipts to the Engineer each day in time for completion of the day's report. The Engineer and Contractor shall review each day's report not later than the end of the next business day. Both the Engineer and Contractor shall sign each day's Quantity Report, acknowledging the quantities of work and materials indicated in the Report. A sample of the City -provided form that will be used for all such reports is included in the Appendix of these Special Provisions. 1-09.6 Force Account (City of Bremerton GSP) Supplement this section with the following: The bid item "Force Account" has been included in the Bid Proposal for changes in the work as follows: - Where the owner directs additional work that is not covered under existing bid items. Due to differing site conditions, as described in Section 1-04.7, for which the Engineer determines the Contractor is due additional compensation per Section 1-04.7 and which is not covered by the existing bid items. No payment will be made for any work from this bid item that has not been expressly approved in writing by the Engineer. The Owner will issue a Work Change Order to initiate and direct the additional work If the cost of the additional work results in exceeding the contract amount, a Change Order will be issued to increase the contract amount Add the following new section: 1-09.6(1) Force Account Reporting Requirements (City of Bremerton GSP, New Section) 1. General. a. Requirement: Preparation of daily reports generally as described in this Section, of all Force Account Work authorized by the City, is hereby required of both the City and Contractor. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 39 b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily reports is to create a valid, contemporaneous record of all work performed by the Contractor in response to Work Change Directives (WCD) issued by the City, with the goal of limiting disputes by agreeing on the amounts and costs of work as the work is performed. The daily reports required herein shall become the controlling record and source documentation of the work actually performed, and the materials actually provided, by the Contractor for Force Account Work c. Error Correction: Nothing in this Section shall bar later adjustment of quantities or costs for the purpose of correcting errors or omissions when such adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer's decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, Daily Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly Construction Meeting and, to the extent possible, any dispute related to the quantity of Force Account work performed during the preceding week shall be resolved and final material quantities, labor hours and equipment hours agreed upon. 2. Daily Force Account Report a. Report Preparation: The Engineer will complete a daily Force Account report for each unit of Force Account work, for each day that such work is performed. The Contractor shall furnish the material and equipment invoices required by Standard Specification Section 1-09.6 to the Engineer each day in time for completion of that day's reports. The Engineer and Contractor shall review each day's reports not later than the end of the next business day. Both the Engineer and Contractor shall sign each day's Force Account reports, acknowledging the quantities of materials and hours of use of labor and equipment indicated in the report The City uses an equivalent of WSDOT Form # 422-008 titled `Daily Report of Force Account Worked' for tracking force account work. A sample of the City -provided form that will be used for all such reports is included in the appendices. 1-09.7 Mobilization (City of Bremerton GSP) Supplement this section with the following: There is no bid item for mobilization. Costs for mobilization shall be considered incidental to the other bid items. 1-09.8 Payment for Material on Hand (City of Bremerton GSP) Delete all the provisions in this section and substitute the following: Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 40 The Owner will not make payment for material on -hand. Payment will be in accordance with items as described in Division 7. 1-09.9 Payments (City of Bremerton GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. Where applicable, the Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 41 1-09.11 Disputes and Claims 1-09.11(3) Time Limitation and Jurisdiction (City of Bremerton GSP) Replace all references to Thurston County with Kitsap County, Delete Sections 1-09.13(3) and 1-09.13(4) and replace with the following section: 1-09.13 Claims Resolution 1-09.13(3) Claims of Any Value (City of Bremerton GSP, New Section) The Contractor and the Contracting Agency mutually agree that claims, whatever the value, submitted in accordance with Section 1-09.11 and not resolved by nonbinding arbitration ADR processes, shall be resolved by litigation unless the parties mutually agree to resolve the claim through binding arbitration. Each party is responsible for its own attorney fees and litigation costs. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General (City of Bremerton GSP) Supplement this section by inserting the following: Any materials, labor or equipment required for maintaining traffic flow during the life of this Contract shall be furnished, placed and maintained by the Contractor, immediately upon request by the Engineer. Furnishing of and preservation and maintenance of traffic control devices shall be the sole responsibility of the Contractor. Emergency traffic such as police, fire, and disaster units, shall be provided access at all times. The Contractor shall be liable for any damages, which may result from failure to provide reasonable access or coordination. Existing Signs. Devices. and Pavement Markings: Existing traffic control and street name signs which interfere with construction shall be relocated, covered, or removed by the Contractor and temporarily stored in a safe place. "Stop", "Yield', and "One -Way" signs shall be removed, covered or relocated only upon approval of the Engineer. Existing signs shall not be removed until the Contractor has provided temporary measures sufficient to safeguard and direct traffic after the existing signs have been removed. Except as otherwise specifically provided in the contract documents, preservation and maintenance of traffic control and street name signs shall be the sole responsibility of the Contractor. As work progresses and as permits, temporarily relocated or removed traffic and street name signs shall be reset in their permanent location by the Contractor. Signs and other traffic City of Bremerton April 2018 2018 Sewer Rehabilitation SP - 42 control devices damaged or lost by the Contractor, shall be replaced or repaired by the Contractor at no cost to the City. The option of whether a sign can be repaired or shall be replaced shall be the Engineer's, and such decision shall be final and binding on the Contractor. When paint lines are obliterated due to construction activities or pavement restoration, temporary pressure sensitive pavement marking tape, raised pavement markers or delineators shall be installed where designated by the Engineer. These temporary features shall be removed only upon installation of permanent traffic channelization. Unless otherwise provided for by a separate bid item in the proposal, removal of permanent striping and installation and removal of temporary striping shall be incidental to the unit contract price for other items in the proposal. Maintaining Two-way Traffic and Access: Except as permitted by the Engineer, two-way traffic shall be maintained at all times. No dead-end streets will be allowed to have less than one way access at any time. During working hours, the Contractor shall maintain, in a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, etc. All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans. Except where permitted elsewhere in the Contract Documents or authorized by the Engineer in writing, during non -working hours, excavations within roadways, driveways, pedestrian pathways, or similar areas within rights of way or easements used by the public shall be backfilled, compacted and covered with cold mix asphalt or covered with steel plates or other approved temporary bridging. The Contractor shall conduct the work so as to obstruct and inconvenience traffic as little as possible. The Contractor shall not open sections of the work and leave them in an unfinished condition. During normal working hours, the Contractor shall maintain, in a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, etc. All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans. During non- working hours, the Contractor shall keep existing traffic lanes clear, without interference from construction operations, equipment or materials. 1-10.1(2) Description (May 25, 2006 APWA GSP) Revise the third paragraph to read: The Contractor shall provide signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency at no additional cost. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 43 1-10.2 Traffic Control Management 1-10.2(1) General (City of Bremerton GSP) Supplement this section with the following: The TCS will be contacted to correct any traffic control or signing deficiencies during normal working hours or during evenings or weekends as necessary or required. The TCS shall respond as required by Standard Specification 1-10.2(1)B. If the Traffic Control Supervisor or the Contractor's forces do not respond within the required time, the City will make any necessary corrections using its own or other forces and shall deduct the entire cost of all such work from sums due, or to become due, to the Contractor. All such charges against the Contractor's payments shall be made at the City's then current rates for labor, equipment, and materials. The TCS shall be certified by one of the following organizations. The TCS certification shall be submitted to the City prior to any construction: American Traffic Safety Services Association 5440 Jefferson Davis Hwy. Fredericksberg, VA 22407 (703) 898-5400 Evergreen Safety Council 401 Pontius Avenue North Seattle, Washington 98109 1-800-521-0778 or (206) 382-4090 The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 1-10.2(2) Traffic Control Plans (City of Bremerton GSP) Supplement this section by inserting the following: Where work occurs in the ROW or easement, the Contractor shall prepare and submit a traffic control plan to the City for review. The plan shall be in accordance with MUTCD requirements and WSDOT Section K Traffic Control Plans. The plan shall be submitted for review and approval at least 7 days in advance of the actual work. Work shall not begin at a site without an approved traffic control plan for that site. The following comments describes traffic at each location: Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 44 Sheets C1, C2 and C7 The following intersections have high volumes of vehicle and pedestrian traffic: Lebo Blvd, Juniper St. and Montgomery Ave at 6th and 11th St. Sheets C1 and C2 Lebo Blvd. and Juniper St. underwent a recent road construction project not shown on the aerial photography on sheets C1 and C2. Sheet C5 View Ridge elementary school is located on this work site. Work on the school property shall be either after school hours or during summer break. There are periods of heavy traffic when students are being dropped off or picked up by personal vehicles of school buses. A post office is also on this section of work. There are periods of steady traffic flow from the parking lot onto Spruce Ave. Sheets C2, C3, C5, C6, C8 and C9 Clare Ave, and Morris St. sheet C2, Eagle sheet C3, Hemlock St. and Fir Ave sheet C5, and Highland Ave. and 7th St. sheet C6, Callahan Dr. sheet C8 and Almira Dr. sheet C9 are all low volume residential sites. 1-10.3 Traffic Control Labor, Procedures and Devices 1-10.3(3) Traffic Control Devices Supplement this section by inserting the following: All signs required for traffic control as well as any other signs prescribed by the Engineer shall be furnished by the Contractor. Add the following new section 1-10.3(3)L Parking Restriction Signs (City of Bremerton GSP, New Section)) Where, in the opinion of the Engineer, parking is a hazard to thru-traffic, or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. Signs for restricting parking shall be approved by the Engineer and provided and placed by the Contractor. The Contractor shall be responsible for and shall maintain the signs, if they are used in any street or easement that is directly involved in the construction work. If parking signs are used beyond the confines of the work area, such as in another street being used as a detour, the signs will be the responsibility of the Contractor. The placement of signs restricting parking shall be as approved by the Engineer and shall be placed at least 72 hours in advance of the needed parking removal. Parking restriction signs shall be placed two working days in advance of needing the parking removed, with the start date of the "no parking" clearly shown. The area to be restricted shall be clearly marked with Type I barricades carrying signs that give the specific period City of Bremerton April 2018 2018 Sewer Rehabilitation SP - 45 (dates and times) that the area is to be clear of vehicles. Signs shall be large enough to be easily read from a distance of 50 feet and shall advise where impounded vehicles will be stored or indicate a 24-hour telephone number for obtaining that information. A minimum of 72 hours advance notice is required before towing vehicles. All signs must be approved by the Engineer prior to use. Example wording of the signs is as follows: WARNING! TOW AWAY ZONE NO PARKING FROM: DATE and TIME TO: DATE and TIME FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL BE TOWED 1-10.4 Measurement (City of Bremerton GSP) Delete the entire section and replace with the following: No specific unit of measurement will apply to temporary traffic control. 1-10.5 Payment (City of Bremerton GSP) Delete the entire section and replace with the following: Temporary traffic control, which includes all equipment, labor and vehicles for developing and implementing traffic control plans, providing flagging, uniformed traffic control, Traffic Control Supervisor, Class A and Class B construction signs, detour routes, cones, barricades, flashers, sequential arrow signs, traffic safety drums, removal of permanent striping, installing and removing temporary striping and arrows, and other temporary traffic control devices, shall be considered incidental to all other work. Variable message boards (VMS), where used as directed by the Engineer, shall be paid as force account. END OF DIVISION 1 Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 46 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS (City of Bremerton GSP) 7-08.3 Construction Requirements Section 7-08.3 is supplemented with the following: 7-08.3(5) Temporary Bypass Pumping 7-08.3(5)A General Requirements In the performance of the cure -in -place -pipe (CIPP) lining work, the Contractor shall ensure that existing sanitary sewer service to customers is maintained by the design, installation, and operation of a temporary bypass pumping system at each lining site. The bypass pumping system shall consist of pumps, piping, flow-through plugs, sand bags, and other means/materials for temporarily diverting flow from the upstream manhole and directing it to a manhole downstream of the rehabilitation operation. Bypass pumping shall be done in such a manner as not to damage private or public property, or create a nuisance or public menace. The pumped sewage shall be in enclosed hoses or pipes that are adequately protected from traffic, and shall be redirected into the appropriate sewer system. The discharge of sewage to private property. city streets, sidewalks, storm sewer, wetlands, or any location other than an approved sanitary sewer is prohibited. The Contractor shall be liable for all cleanup, damages, and resultant fines should the Contractor's operation cause any backups, overflows, or property damage. The Contractor shall notify property and business owners prior to the work in accordance with SP 1-07.16(5). Discharge water from storm lines should be captured and disposed/treated in accordance with local, state, and federal laws. The bypass pumping systems shall be designed to pump minimum 2 times the estimated flow rate shown on the plan sheets. For example, if the estimated flow rate is shown on the plan sheet as 200 gpm or less, the bypass system shall be designed to pump minimum 400 gpm. At a minimum, all bypass pumping systems shall be designed to pump no less than 100 gpm. 7-08.3(5)B Backup Equipment and Monitoring Bypass pumping shall be scheduled for continuous operation with back-up pumps, generators, and/or other equipment available on-site at all times for periods of maintenance and refueling or failure of the primary bypass pump(s). The Contractor shall provide Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 47 experienced monitoring personnel on site to verify the bypass pumping system remains functional. These individuals shall have the experience to operate and maintain the bypass system to ensure there is continuous operation of the bypass system. Prior to performing any work which requires bypass pumping (e.g. lining, cleaning, video), the primary and backup pump shall be installed, connected and tested with a piping manifold and isolation valves at the discharge so both pumps are always connected to the bypass piping and which allows switching between the primary and backup pump. Bypass pumping with only a single pump installed and operational will not be permitted, except in cases where the Owner determines that the flow is sufficiently low and the backup pump is immediately available on-site. 7-08.3(5)C Flow for Bypass System Design See plan notes for approximate flow rates. Sheets C1 and C2: Lebo Blvd., Juniper St.. and Clare Ave.: A majority of the up -stream flow can be diverted at manhole R12 -2033 located on the east side of Wheaton Way at E 31s' St. shown on sheet C3 Lebo Blvd (Sheet C1): Lebo Blvd. was reconstructed with a road improvement project in 2017. This construction was done after the aerials that were used on the plan sheet C1. 550 Lebo is a 3 building apartment complex with a clean-out at the back of walk to be used for by-pass pumping. The apartment complex is to remain in service during the CIPP lining process. 560 Lebo is a health care facility. There is a manhole on-site at the care facility that can be used for by-pass pumping. The health care facility is to be kept in service during the CIPP liningprocess. Flow can be diverted for the lining on Lebo Blvd. at the manhole R11-4045 at the intersection of Juniper St. and Lebo Blvd. to a 12" line flowing to the east for all line segments on Lebo Blvd. This is in addition to the aforementioned diversion at manhole R12-2033 shown on sheet C3. Juniper St. / Warren Ave. On -Ramp (Sheet C2) Manhole R11-4048 sits on the side of a steep slope. The line segments from manhole R11-1089 to R11-4048 to R11-4049 shall be lined through in a continuous segment so that equipment is not placed on the slope. Remove liner material at MH R11-4048 at restoration. This manhole can be accessed from the field south of the manhole. City of Bremerton April 2018 2018 Sewer Rehabilitation SP - 48 Line segments R11-1088 to R11-1089 to R11-4048 to 1111-4049, can be by-passed to the manhole on Morrison Ct. R11-1091 (Sheet C2) to avoid placing by-pass hoses across high traffic volume roads. Spruce Ave. (Sheet C5). View Ridge Elementary School is located on this project site. Work on these segments will completed either after school hours or during summer break. Montgomery Ave. (Sheet C71 Diversion manhole at 13th east of Montgomery, flow can be diverted around Montgomery Ave. to 131h and Callow. Callahan Dr. and Almira Dr. (Sheets C8 and C9) The line segments for these two sites are storm sewer lines. Lining of these sites to be scheduled for dry weather. A by-pass plan is still required due the possibility of upstream infiltration of ground water. The Owner reserves the right to stop the Contractor's work if the Inspector believes that the provided pumping equipment is inadequate for the anticipated weather conditions. In this case, the Contractor will be required to schedule the work for another day. 7-O8.3(5)D Bypass Side Sewer Laterals If the Contractor is unable to install the pipe liner and reconnect an active side sewer(s) within the time duration specified to the property owner, bypass pumping of the side sewer to the sanitary sewer system shall be required if directed by the Owner. The Contractor shall verify whether service at a property is able to be interrupted prior to lining operations. When there exist situations where impacted properties cannot be disconnected, plugged, or subjected to any other service interruption, i.e., hospitals, care facilities, restaurants, etc., bypass pumping of the side sewer to the downstream sanitary sewer system shall be required prior to insertion of the liner system. If necessary, the contractor may install a cleanout to facilitate bypass pumping. Payment for bypassing a side sewer and/or installing a clean out for a specific property or business in order to maintain sanitary service, where directed by the Owner, shall be paid via force account as described in Section 1-09.6. 7-08.3(5)E Bypass Pumping Plan The Contractor shall prepare and submit bypass pumping plans in accordance with Section 1- 05.5. The plan shall show bypassing from the upstream to a downstream manhole. The Contractor's plan for bypass pumping shall be reviewed by the City before the Contractor will City of Bremerton April 2018 2018 Sewer Rehabilitation SP - 49 be allowed to commence bypass pumping and lining work at a particular site. Submit the plan at least 2 weeks before the actual work to allow sufficient time for review by the City. The review of the bypassing system and equipment by the Engineer shall in no way relieve the Contractor of his responsibility and public liability. At a minimum, the bypass pumping plan shall include the following information: • A plan showing the location of the pumps, tanks, generators, piping, and plugs. • Method of equipment noise control in accordance with City noise ordinance. • Plugs: Method, type, and size • Piping: Size, material, location, method of installation, and sizing calculations. • Pumps: capacity, number, performance curve, method of noise control. Include calculations demonstrating the pump can hydraulically perform with consideration of static lift, friction losses, and flow velocity. • Primary and standby power generator: Power and sizing calculations for application • List of backup equipment including pumps, hoses, generators, and pipe Work shall not begin at a site without an approved bypass pumping plan for that site. Work shall not begin at a site without an approved traffic control plan for that site. 7-08.4 Measurement This section is supplemented with the following: No specific measurement shall apply to temporary bypass pumping. 7-08.5 Payment This section is supplemented with the following: Temporary bypass pumping shall include bypass pumping plan, equipment, personnel, fuel, monitoring, power, pumps, piping, barricades, emergency stand-by equipment, trenching for burial of pipe, removal of pipe, pavement restoration costs, and all other work necessary to maintain uninterrupted sanitary sewer services by bypassing the applicable sewer system flows associated with cleaning, video inspection, CIPP lining, and reinstating the respective laterals and sewers. Temporary bypass pumping shall be considered incidental to the work. 7-20 PIPE PRE -INSTALLATION CLEANING, INSPECTION AND ASSESSMENT (City of Bremerton GSP, New Section) Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 50 7-20.1 Description This work shall generally consist of cleaning, removing and disposing of waste materials, and performing CCTV inspections of all the sewer main segments included in this project. 7-20.1(1) Submittals Submittals shall be in accordance with Section 1-05.5 of these specifications. Submittals shall include, but not be limited to, the items identified in these specifications and in Section 1-05.5. The following items shall be submitted following the pipe cleaning and inspection work. 1. Pre -Lining Inspection Reports After each video inspection has been completed, the Contractor shall provide the Engineer with copies of the Pre -Installation Inspection and associated Inspection Report for each sewer main segment in digital format on a USB thumb drive. The Pre -Installation Inspection and associated Inspection Report for a sewer main segment shall be submitted to the Engineer at least five (5) working days prior to requesting "wet -out" for that sewer main segment. 7-20.3 Construction Requirements 7-20.3(1) Equipment Cleaning Equipment Cleaning equipment shall be capable of removing dirt, grease, rocks, sand, roots and other materials and obstructions from the sewer lines. Selection of equipment shall be based on field condition such as access to manholes, quantity of debris, size of sewer main pipe, condition of sewer main pipe, and pipe lining activities. Video Inspection Equipment The Contractor shall inspect the sewer interior walls of the sewer main pipe using a color CCTV camera with a lens capable of rotating 360 degrees to allow the Contractor to look directly up tees and wyes. It is entirely the Contractor's responsibility to choose and provide the correct equipment and software which will produce CCTV inspections and reports that meet the minimum CCTV inspection standards of this specification. Should any of the CCTV inspection equipment become damaged or degraded during the course of this project, such that it is not capable of producing the minimum standards, it shall be the Contractor's responsibility to repair or replace the affected equipment. No additional work days or payment will be granted for the repair or replacement of damaged or degraded equipment. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 51 7-20.3(2) Personnel All CCTV inspections shall be performed by a trained operator who documents the date of the inspection, the condition of the pipe at each phase including before and after liner installation, breaks, obstacles, and side sewers by closed circuit television. 7-20.3(3) Cleaning Prior to conducting CCTV inspection, the Contractor shall clean the sewer main segment. Clean shall be defined as the removal of all accumulations including sludge, dirt, sand, rocks, asphalt, concrete, grout, grease, roots, and any other solid or semi-solid material existing in the pipe with 100% debris removal. It will be the Contractor's responsibility to make as many cleaning passes as necessary to meet the above definition of 'clean'. Sludge, dirt, sand, rocks, grease, and other solids or semi-solid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing materials from manhole section to manhole section is not permitted. All roots shall be removed from the sewer lines. Special attention shall be used during the cleaning operation to assure removal of roots from the joints and side sewer connections. Procedures may include the use of mechanical equipment such as rodding machines, root cutters, porcupines, and high -velocity hydro -jet cleaner. During sewer cleaning operations, precautions shall be taken by the Contractor in the use of cleaning equipment to avoid any damage to the existing pipe. Any damage of the sewer main pipe resulting from the Contractor's cleaning operations, regardless of the existing condition of the pipe, shall be the responsibility of the Contractor. The Contractor shall use extreme care to not further damage the pipe during cleaning operations. 7-20.3(4) Waste Material Disposal The Contractor shall dispose of all waste materials removed from the sewers during the cleaning operation at an off-site location that accepts waste material. Trucks hauling solids or semi-solids from the site shall be watertight so that no leakage or spillage will occur. Under no circumstances shall sewage or solids be dumped onto the ground surface, streets, catch basins, or storm drains. 7-20.3(5) CCTV Inspection The Contractor shall perform CCTV inspection after cleaning the sewer lines to document the condition of the host pipe, verify the number and footages of side sewer connections, and verify the lines were cleaned in accordance with these specifications. In order to allow for an accurate analysis of the condition of the existing sewer main/host pipe, the Contractor shall ensure that the entire surface of the sewer main under inspection is clearly visible. When the depth of sewage, which may be caused by existing defects such as sags, offsets, voids, etc., obstructs the ability of the Engineer to clearly view the sewer main/host pipe surface, the Contractor shall halt the inspection and remove the sewage Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 52 from the main using high velocity jetting machines, or other non-destructive methods acceptable to the Engineer. Once the main section under inspection is clear of sewage the inspection may resume. When obtaining video footage of the side sewer connections, the video shall provide sufficient detail to allow the Owner to determine whether the connection is still active. If the incoming flows are sufficient to obstruct the ability of the Engineer to clearly view the entire surface of the sewer main/host pipe under inspection, the Contractor shall temporarily plug all incoming flows to the upstream manhole, and bypass pump around the plugged segment and the sewer main segment under inspection. Bypass pumping from the upstream manhole shall be utilized as needed. Flows introduced by laterals are unavoidable and expected, however, should these flows introduce sufficient fluids to obscure the visibility of the pipe, the Contractor shall halt the inspection until the sewage has been removed. The Contractor shall remove all rocks and sediments, grease, grout, protruding laterals, or other obstructions that would otherwise prevent the installation of a liner. This shall be done prior to completing the CCTV inspection. The Contractor shall maintain a clean and clear lens for the duration of the CCTV inspection. Should the lens become soiled, or fogged, or otherwise impaired to any degree that impedes the ability to clearly see the condition of the pipe, the Contractor shall halt the inspection and clean/clear the lens of any foreign matter impeding the visual inspection. No additional compensation will be made for re -inspections required by the Engineer due to soiled, fogged, or otherwise impaired camera lenses. The Contractor shall maintain sufficient light levels within the main to allow for visual inspection of the pipe walls for a minimum distance of three (3) feet in front of the camera lens for all 8" to 10" pipe, and four {4) feet for all pipe sizes 12" and up. Additionally, the Contractor shall make certain that the light levels are not so bright that visual inspection is impeded. Should the camera get stuck in the sewer, the Contractor shall be responsible for all costs in extracting it. Costs related to difficulties encountered during internal video inspection are incidental to the contract, and claims will not be considered. Information to be included for video and inspection reports The video files shall be recorded and submitted in MPEG -4 format and be PACP compliant databases. No other file format will be accepted unless approved by the Engineer. The CC video shall include the following information: Continuous display: - Date of inspection - Main segment number Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 53 "Wwe w1% Upstream and downstream manhole numbers Current distance along the mainline - Date of inspection - Confirmation of upstream and downstream pipe manhole numbers - Description of pipe size and pipe material - Description of setup - Description and location of defects - Description and location of lateral connections. - Upstream and downstream manhole numbers - Current distance along the mainline The inspection report shall include the following information: • Date of Inspection • Reference to name of video (MH to MH) • Corresponding plan sheet number for segment -Upstream and Downstream Manhole Numbers • Street Location -Setup (Normal or Reverse Flow) • Pipe size and material -Status (Active or Inactive) of all side sewers • Location, length, and depth of water of sags • Location and description of defects • Confirmation of ability or inability to rehabilitate the subject sewer main segment using CIPP 7-20.3(6) Assessment of Sewer Lines 7-2O.3(6)A General This work shall generally consist of assessing the existing condition and ability to line a sewer main segment. In addition to the videos, the Contractor shall prepare and submit a Pre -Lining Inspection Report which shall note the pipe condition, lateral footages and clock position, root protrusions, and any other information required to understand the pipe condition for lining. Based on a review of the video and report, the Owner will make a determination of which laterals must be restored (active) and whether spot repairs of the pipe are required prior to the work. 7-20.3(6)8 Lining Feasibility Minimum Acceptable Conditions Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 54 The Contractor is responsible for determining whether or not a sewer main segment is suitable for CIPP lining. The Contractor shall not install a CIPP liner in any sewer main segment with existing defects that interfere with or cause a reduction in hydraulic capacity, or which may interfere with future CCTV inspection operations, or which may hinder in any way the quality of installation of the CIPP liner system. If a sewer main segment is not suitable for lining it shall be noted in the Pre -Lining Inspection Report and presented to the Engineer. The following sewer main pipe defects and conditions shall be considered as guidelines when performing CCTV Inspection review and making lining feasibility assessments. Sags: Any section of a sewer main segment that has a sag which causes sewage levels to continuously reach half pipe or greater, and which is longer than ten (10) feet in length shall be noted on the Pre -lining inspection report and presented to the Engineer. The Engineer shall make the final determination of whether the sag is acceptable or needs repair prior to lining. Protruding Laterals: Any side sewer lateral that encroaches into the inside diameter of the sewer main host pipe shall be considered a protruding lateral. The Contractor shall take appropriate measures to internally remove that portion of the lateral that is protruding. The method used to remove the protrusion shall not be destructive to that portion of the side sewer lateral outside of the inside surface of the of the sewer main host pipe, and shall result in a smooth, non - jagged edge which will not hinder in any way the quality of the installation of the CIPP liner system. If the Contractor is unable to remove the protruding lateral it shall be noted in the Pre - Installation Inspection Report and presented to the Engineer. The Engineer shall make the final determination of whether the protruding lateral is acceptable or needs repair prior to lining. Internal removal of protruding laterals shall be included in the cost for "Pre - Installation Cleaning and Inspection", per linear foot. Bends and Curves: If, in the opinion of the Contractor, there exists a section in the sewer main segment with bends or curves which may prevent lining operations, or future CCTV inspections after a liner has been installed, or which may hinder in any way the quality of installation of the CIPP liner system, it shall be noted in the Pre -Lining Inspection Report and presented to the Engineer. Offset Joints: Any joint that is offset by more than one half (1/2) of an inch in an 8 -inch diameter pipe or one (1) inch in a 10 -inch diameter pipe or larger shall be noted on the Pre -lining inspection report and presented to the Engineer. The Engineer shall review the defect and make a final determination of whether the offset is acceptable or needs to be repaired prior to lining. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 55 Roots: The contactor is required to remove all roots within the sewer main pipe as part of the cleaning operations. If there are any roots growing into the main from a side sewer lateral the Contractor shall take measures to cut them back to the point that they are no longer in the main. The Contractor shall note these occurrences in the Pre -Lining Inspection Report. Other Defects: Any other defects in a sewer main segment that, in the Contractor's opinion, will impede the Contractor's ability to clean and/or line to the level of quality required within these contract provisions shall be noted in the Pre -Lining Inspection Report and presented to the Engineer. 7-20.4 Measurement Measurement for pre -installation, cleaning, and video inspection of sanitary sewers shall be per linear foot as shown on the plan sheets C1 to C9 under Pipe Length. The quantity has been determined by the Owner and is based on actual field measurements; center of upstream manhole lid to the center of the downstream manhole lid minus the radii of the two manholes. The measurement for storm lines were to the center of the upstream and downstream drainage structure lids minus half the two structures width. The measured lengths were rounded up or down to the nearest foot using the method of 0.1'-0.4' rounded down and 0.5'-0.9' rounded up. This value is fixed and will only be revised in the event of a major discrepancy. If the Contractor believes that a major discrepancy exists, they shall bring it to the attention of the Owner immediately and prior to lining. 7-20.5 Payment "Pre -Installation, Cleaning and Video Inspection of Mains, Up to 10 -inch Diameter", "Pre -Installation, Cleaning and Video Inspection of Mains, Greater than 10 -inch Diameter" As described in this section and elsewhere in the contract documents, payment for cleaning, video inspection and evaluation of all sanitary sewer and storm sewer pipe on the project prior to CIPP lining shall be per linear foot. Temporary bypass pumping and traffic control shall be considered incidental to the bid item. Where the Owner directs spot repairs of the pipe, including excavation, exposing and repair/replacement of portions of the pipe, prior to the lining installation work, these shall be paid via force account in accordance with Section 1-09.6. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 56 7-21 CURE -IN-PLACE PIPE (CIPP) REHABILITATION (New Section) (City of Bremerton GSP, New Section) 7-21.1 Description This work shall consist of rehabilitating sanitary sewer pipelines using CIPP lining within the existing, structurally deteriorated pipe. The rehabilitation of pipelines utilizing CIPP shall generally consist of the installation of a resin -impregnated flexible felt tube or composite felt and carbon or glass fiber tube which, when cured, shall extend the full length of the original pipe and provide a structurally sound, smooth, joint -less and watertight pipe. The Contractor is responsible for proper, accurate and defect free installation of the new pipe regardless of the methods described herein. Piping plan sheets with stationing from beginning to end are in Appendix C. 7-21.1(1) Reference Specifications, Codes, and Standards The following documents form a part of this specification to the extent stated herein and shall be the latest editions thereof. Where differences exist between codes and standards, the one affording the greatest protection shall apply, as determined by the City. ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured -in -Place Thermosetting Resin Pipe (CIPP) ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube. ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pull in and inflate and Curing of a Resin -Impregnated Tube. ASTM 0543 Test Method for Resistance of Plastics to Chemical Reagents ASTM 0578 Standard Specification Glass Fiber Strands ASTM 0638 Standard Test Method for Tensile Properties of Plastics. ASTM 0790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. ASTM 02122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings ASTM 03567 Standard Practice for Determining Dimensions of "Fiberglass" (Glass -Fiber - Reinforced Thermosetting Resin) Pipe and Fittings ASTM D5813 Standard Specification for Cured -in Place Thermosetting Resin Sewer Pipe NASTT Paper A-5-02 Styrene Free Resins for Cured -in -Place -Pipe (CIPP) Provide Comparable Mechanical Properties and Ease Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 57 7-21.1(2) Contractor Submittals Submittals shall be in accordance with Section 1-05.5 of these specifications. Submittals shall include, but not be limited to, the items identified in these specifications and in Section 1-05.5 of these specifications. A. Written guarantee indicating intent to comply with the manufacturer's standards for all materials and techniques being used in CIPP process. Any proposed modifications to the manufacturer's recommended standards shall be approved by the Engineer prior to installation of the product. Submit prior to purchase of any materials. B. Certified test results from the manufacturers which indicate that all materials conform to the applicable requirements. Submit prior to purchase of lining materials. C. Wall thickness calculations, stamped by a professional engineer, per 7- 21.2(5). D. Chemical Resistance Data - The Contractor shall submit CIPP test results that meet the chemical resistance requirements of ASTM F1216 and ASTM F1743. Section 5.2.6. CIPP samples tested shall be of fabric tube and the specific resin proposed for actual construction. It is required that CIPP samples without plastic coating meet these chemical testing requirements. Also reference Section 7-21.2(6). E. CIPP Field Samples -The Contractor shall submit test results from previous field installations of the same resin system and tube materials as proposed for the actual installation, Field sampling procedure shall be in accordance with ASTM F1216 or ASTM F1743 and in accordance with ASTM D5813. F. MSDS Sheets - The Contractor shall submit Material Safety Data Sheets for all resins, and other additives such as accelerants, colorants, and lubricants utilized in the pipe liner/lining process. G. Informational Handout for Public - The Contractor shall submit an informational handout that describes the materials, processes, installation, pressures, temperature limitations, and odors associated with the lining process that shall be provided at the request of concerned residents. H. "Wet -out" sheets -Reference paragraph 7-21.3(1) I. Post -Installation Inspection Report. Reference paragraph 7-21.3(5). Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 58 7.21.2 Materials 7.21.2(1) General Neither the CIPP product, nor installation, shall cause adverse effects to any of the City processes or facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by-products at the wastewater treatment plant. The Contractor shall notify the City and identify any by-products produced as a result of the operations, test and monitor the levels, and comply with any and all local waste discharge requirements. 7.21.2(2) Product Storage and Handling All materials shall be accompanied by test reports certifying that the material conforms to the ASTM standards listed herein. Materials shall be shipped, stored, and handled in a manner consistent with written recommendations of the manufacturer. Storage locations shall be approved by the Engineer. All damaged materials and pipe rejected by the Engineer shall be promptly removed from the site at the Contractor's expense and disposed of in accordance with current applicable regulations. Damage Includes, but is not limited to, gouging, abrasion, flattening, cutting, puncturing, or ultra -violet (UV) degradation. 7.21.2(3) Tube 1. The tube shall consist of one or more layers of flexible, needled felt or an equivalent non -woven or woven material, or a combination or non -woven and woven materials, capable of carrying resin, and withstanding installation pressures and curing temperatures, as required in ASTM F 1216, Section 5 or ASTM F 1743, Section 5; and ASTM D 5613, Sections 5, 6 and 8. The tube may also contain felt layers reinforced with glass or carbon fibers. 2. The tube shall be manufactured to a size that when installed will snugly fit the internal circumference and the length of the original pipe. The tube shall have sufficient strength to bridge missing pipe sections and be able to stretch to fit irregular pipe sections and negotiate bends. Allowance shall be made for circumferential and longitudinal stretching during installation. Diametric shrinking during the curing process shall meet the requirements of ASTM D 5813, Section 6.3.1 or better. 3. The outside layer of the tube shall be coated with an impermeable, flexible membrane that will contain the resin during and after impregnation, and facilitate monitoring of the resin saturation during the resin Impregnation (wet -out) procedure. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 59 4. The tube felt shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layer. No material shall be Included in the tube that may cause de -lamination in the cured CIPP. No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. S. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color so that a clear detailed examination with CCTV Inspection may be made. The hue of the color shall be dark enough to distinguish a contrast between the fully resin saturated felt fabric and dry or resin lean areas. 6. Seams in the tube shall be equal to, or greater in strength than the non -seamed felt material. 7. The outside of the tube shall be marked with the name of the manufacturer. 8. The nominal tube wall thickness shall be constructed to the nearest 1.5 mm increment, rounded up from the design thickness for that section of installed CIPP. Wall thickness transitions, in 1.5 mm increments or greater as appropriate, may be fabricated into the fabric tube between installation entrance and exit access points. 9. The minimum length of the tube for any sewer main segment shall be that deemed necessary by the installer to effectively span the distance from the starting manhole to the terminating manhole or access point, plus that amount required to run-in and run- out for the installation process. 10. Normally a pre -liner will not be required. Where groundwater is observed entering the pipe in the pre -lining video inspection, the Contractor shall install a pre -liner in the pipe prior to the felt liner. The pre -liner tube shall be a reinforced plastic sheet formed to fit the host pipe being lined and shall be continuous from manhole to manhole. The cost for the pre -liner shall be considered incidental to the cost of CIPP lining. 7-21.2(4) Resin 1. The resin/liner system shall meet the 10,000 hour test in accordance with ASTM D2990 or equivalent testing. The resin shall be a chemically resistant thixotropic vinyl ester resin that is compatible with the installation process. The resin shall be styrene -free. The resin should be able to cure both in the presence and without the presence of water and the initiation temperature for cure should be less than 180 degrees Fahrenheit. When properly cured the resin/liner system shall meet the structural and chemical resistance requirements of ASTM F1216 and or ASTM F1743. The resin shall be Corezyn CORVE8295 or equal. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 60 3. The activated resin shall contain a colorant compatible with the resin, organic peroxides and the installation and curing process, such as Creallova® CHROMA CHEM 844-7260 Phthalo-Blue, or equivalent, at a level of 0.01-0.035 % by the weight of the resin. The colorant shall be added concurrently with the organic peroxide activator solution, or immediately after adding it to the resin, to serve as a multi-purpose visual quality assurance indicator. For systems using a photo -initiator catalyst no colorant in the activated resin is required. 7-21.2(5) CIPP Structural Requirements 1. Except where the liner thickness has already been provided by the City, the thickness of each liner installed shall be determined using calculation methods that are consistent with industry standards and the requirements of all applicable ASTMS. The Contractor's Design Engineer shall submit stamped and signed designs prior to the installation of any liner. The designs shall include a step by step calculation that shows all equations, defines all variables, lists all assumptions, and clearly indicates all values used for the design. 2. The minimum liner thickness to be used in all cases, regardless of the calculated thickness, shall never be less than 6 mm. 3. For a particular bid item, the liner thickness shall be the same for all sections of pipe. For the design depth, use the maximum structure depth for each bid item. 4. The design engineer shall set the longterm (50 year extrapolated) Creep Retention Factor at 50% of the initial design flexural modulus as determined by ASTM D790 test method. 5. The cured in place pipe material (CIPP) shall conform to the structural properties as listed below. Minimum Physical Properties Property Test Method Cured Composite Wall Thickness ASTM D2122 Per ASTM F1216 Flexural Modulus of Elasticity ASTM D-790 (short term) 300,000 psi Flexural Strength ASTM D-790 4,500 psi 6. The required structural CIPP wall thickness shall be based as a minimum on the physical properties indicated above, the Design Equations in the appendix of ASTM F1216, and the following design parameters: Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 61 Design Safety Factor 2.0 Creep Retention Factor 50% Ovali 2% Modulus of passive soil reaction 1,000 psi Groundwater Depth Assume at surface Soil Depth See Plan Set Live Load H-20 (Highway Loadingl Soil Load (assumed)* 134 lb. cu. Ft. Pipe Condition Fully Deteriorated Minimum service life 50 years *No soils investigation related to this project has be performed 7-21.2(6) Chemical Resistance Chemical resistance tests should be completed in accordance with Test Method D543. Exposure should be for a minimum of one month at 73.4 degrees F. During this period, the CIPP test specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with ASTM F1216 and ASTM F1743, whichever is applicable, when subjected to the following: Chemical Solution Concentration, percent Tap Water H 6-9 100 Nitric Acid 5 Phosphoric Acid 10 Sulfuric Acid 10 Gasoline 100 Vegetable Oil 100 Deter ent 0.1 Soap 0.1 The Contractor shall be responsible for all costs associated with the chemical resistance tests. 7-21.3 Construction Requirements Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 62 7-21.3(1) Preparatory Work 1. Notification of property owners along project route. See Section 1-07.16(5) for notification requirements. 2. Cleaning and video inspection of pipes per Section 7-20 of these specifications. The values for pipe diameter and length given in the contract documents are based on best available information. Do not order materials based on the information provided in the contract. The Contractor shall independently verify pipe inner diameter and length in the field prior to ordering and prior to impregnation of the tube with resin, to ensure that the tube will have sufficient length to extend the entire length of the run. 4. Active Side Sewers: Sewers 8" diameter and greater shall be controlled by a temporary bypass as needed or required by City staff. Coordinate all bypassing with City staff. Submit a bypass plan for controlling flow into the pipe for review as described in Section 7-08. 5. "Wet -Out" Process for Resin/Tube Composite a. The quantity of resin used for the tube impregnation shall be sufficient to fill the volume of all voids in the tube material with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the host pipe wall. b. A vacuum impregnation process shall be used. To ensure thorough resin saturation throughout the length of the tube, the level of the vacuum and the speed of the resin advance shall be coordinated so that white spots (dry areas) at the inside surface of the flexible membrane shall be small, shallow, less than 10% of the tube wall thickness or 3 -mm, whichever is less, and be less than 1% of the volume of the resin per unit length. c. A roller system shall be used to uniformly distribute the resin throughout the tube. The roller gap dimension shall be calculated by a method that determines the correct volume of resin/tube per foot contained within the confining perimeter of the flexible membrane. d. The "wet -out" tube shall meet ASTM F 1216, 7.2 or ASTM F 1743, 6.2 as applicable, and shall have a uniform thickness and excess resin distribution that when compressed at installation pressures will meet or exceed the design thickness after cure. e. No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 63 f. The person in charge of the "wet -out" process, as identified in the Statement of Qualifications for CIPP Rehabilitation, shall complete and sign a "wet -out" sheet for each liner to be delivered to the site. The certified "wet -out" sheet shall include, but is not limited to, "wet -out" date, resin identification, tube length, diameter, and thickness. The Contractor shall submit to the Engineer the signed "wet -out" sheet for each liner delivered to the site within 3 business days of wet out. Additionally, the Contractor shall submit a sample "wet -out" sheet from a previous job for the Engineer's review prior to the start of the "wet -out" process for the current project. g. The City reserves the right to inspect all phases of production and testing of materials, from manufacturing, shipping, "wet -out", installation, and cure, to finished product. 7.21.3(2) Pipe Liner Installation 7.21.3(2)A General The CIPP liner shall be installed and cured in the host pipe per the manufacturer's specifications as described and submitted in Section 1-05.5 of these Special Provisions. CIPP Installation shall be In accordance with applicable ASTM F1216, Section 7, or ASTM F1743, Section 6, with the following modification: 1. Final Cleaning and Inspection: The existing host pipe shall be given a final cleaning just prior to insertion of the liner to remove any loose material that may have entered the line after the pre -installation cleaning. No more than one hour may elapse between this final cleaning/flushing pass and the insertion of the liner. After the cleaning is complete, make a final camera pass to verify the cleanliness of the line. This final pass shall be completed in the presence of the Engineer and accepted as'clean'. 2. Bypass pumping from upstream manholes shall be utilized in accordance with Section 7-08 of these Special Provisions to exclude any sewage from entering the line during inspection and to maintain sewer service for adjacent piping. All standing sewage shall be removed from the main during final cleaning to provide the Contractor with a completely unobstructed view of the host pipe. 3. Prior to installation of the liner, the heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing heat supply. Additional monitors (typically thermocouple probes) are required and shall be installed between the impregnated tube and the pipe invert at the termination to allow for the monitoring and logging of temperatures during the cure cycle. The Contractor shall have back-up monitors available at all times. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 64 4. Tube Insertion - The wet -out tube shall be positioned in the pipeline using either air or water inversion, or a pull -in method. The tube shall be pulled -in or inverted through an existing manhole or approved access point and fully extended to the next designated manhole or termination point. The pressure head shall remain constant to avoid wrinkles in the liner. The Contractor shall protect the manholes to withstand forces generated by equipment, water, or air pressures used while installing the tube. If a lubricant is used during the installation process the Contractor shall submit a material data to the Engineer prior to its use for approval. No petroleum based lubricants, such as mineral oil, shall be approved for use. The Contractor may be required to place an absorbent material in the area of installation (i.e. around truck area, gutter line, or where appropriate). If a pulling method is used, a cable shall be strung through the existing pipe to be rehabilitated and attached to the liner through an existing manhole or access point. The liner shall be pulled through the existing manhole and through the existing pipe by this cable. Care shall be taken not to damage the liner or host pipe during the installation. Liners installed in pipe segments that contain a vertical or horizontal curve shall utilize the inversion method. If, in the opinion of the Contractor, it is deemed suitable to utilize the pull -in method for any pipe with a vertical or horizontal curve, it shall be noted on the pre- installation pre -lining inspection report and presented to the Engineer for approval for this method. If neither method is deemed suitable for liner installation the line segment will be removed from the contract. 7-21.3(2)B Curing and Cool Down for Heated Water or Steam 1. After liner placement is completed, a suitable heat source and distribution equipment shall be provided to distribute or re -circulate hot water or steam throughout the pipe. The equipment shall be capable of delivering hot water or steam throughout the section to uniformly raise the temperature above the temperature required to cure the resin. This temperature shall be determined by the manufacturer based upon the resin/catalyst system employed. The curing of the CIPP must take into account the existing pipe material, the resin system, and ground conditions (temperature, moisture level, and thermal conductivity of the soil). 2. To ensure that each phase of the process is achieved at the approved manufacturer's recommended temperatures, suitable monitors to gauge and record temperatures of the incoming and outgoing heat source during the curing and cooling shall be placed between the tube and pipe invert at each end. A back-up monitor is required in the event of monitor failure. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 65 3. The Contractor shall submit the cure and cool down periods as recommended by the resin manufacturer. If an accelerant is used the Contractor shall submit the adjusted cure and cool down periods based on the accelerant Manufacturer's recommendations. Recirculation of the hot water or steam shall be maintained continuously throughout this period. 4. During the cure and cool down process, the Contractor shall keep logs, charts and/or graphs of the liner temperatures at the specified locations to ensure that proper temperatures and cure times have been achieved. Certified cure logs and cool down schedules shall be submitted for each installed liner. S. The contractor shall maintain the maximum and minimum pressure required to hold the tube tight against the host pipe during the curing process until finished curing, per manufacturer's recommendation. 6. When cooling with water or air, the exterior "skin" (interface) temperature on both ends reaches 80 F or less, the processing shall be finished. The equipment may then be disconnected. 7. Care shall be taken in the release of the static head so that a vacuum will not develop that could damage the newly installed liner. 7.21.3(2)D Finished Pipe Liner 1. The finished lining shall be continuous over the entire length of an installation run and be free of visual defects, including but not limited to, foreign inclusions, cracks, dry spots or unsaturated layers, pinholes, wrinkles, blisters, bulges, soft spots, and de- lamination. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside the lined pipe. If these conditions are present, the affected portions of CIPP will be removed and replaced with an equivalent repair equal to the product installed. 2. Any defect, which will or could affect the structural integrity, strength, capacity, or future maintenance of the installed liners, shall be repaired at the Contractor's expense, in a manner approved by the Engineer. 3. The beginning and end of the CIPP shall be cut flush at the inlet and outlet points in the manhole. The annular space at the ends shall be sealed with an epoxy or resin mixture compatible with the liner/resin system and shall provide a watertight seal at both ends of the pipe. Sealing material and installation method shall be submitted and approved by the Engineer prior to start of construction. Hydraulic cements and quick -set cement products are not acceptable. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 66 7-21.3(3) Internal Reinstatement of Side Sewers After the CIPP lining has properly cured and cooled and within 8 hours of starting the lining operation, the Contractor shall cut a temporary opening to relieve sewage flow at each lateral. This opening is temporary and full -reinstatement will occur as further described. The temporary opening shall be minimum 4 -inch diameter. Full side sewer (lateral) reinstatement shall be completed within 48 hours and shall be performed by a qualified individual with experience in successful internal lateral cuttings. The cutting device shall produce a neat, clean and smooth opening 95% minimum and 100% maximum of the same size and configuration of the existing side sewer lateral. Side sewer laterals shall not be overcut beyond the tolerances specified in these Special Provisions. In the event a side sewer lateral is overcut, the Contractor shall repair using a short liner and re -cut the side sewer lateral. The Contractor shall use extra care when reinstating connections that are PVC so as not to cut through the fitting. Cut PVC fittings will require repairs with a lateral sealing system. Overcut side sewer laterals or lateral sealing shall be repaired at the contractor's expense. The Contractor shall independently verify the location and total number of all side sewer laterals. The Owner will review the videos and pre -lining Inspection report to determine which lines are active and require reinstatement. The Owner will submit to the Contractor a list of all laterals that must be re -instated. For this reason, it is critical that the Contractor provide all Pre -Lining Inspection Reports to the Owner as soon as possible to allow the Owner sufficient time to review them. The Contractor shall only reinstate laterals that the Owner identifies as being "active'. If the contractor reinstates a side sewer lateral that is inactive, the Contractor has effectively introduced a point for infiltration to enter the sewer main segment. In this circumstance, the Contractor shall perform, at their expense, an appropriate internal or external spot repair to remove this potential source of infiltration. Spot repair methods and materials shall be approved by the Engineer prior to implementation. No additional payment shall be paid for the spot repair of side sewer lateral reinstatements. If the Contractor fails to reconnect an active side sewer lateral the Contractor shall use whatever means necessary to reinstate the side sewer lateral at his/her own expense. The Contractor shall be held financially liable for all claims for damages resulting from the missed or untimely sewer reinstatements. Where two laterals come together at a common location at the pipe wall, this shall be considered a single reinstatement. Coupons from side sewer reinstatements shall be collected and disposed of off-site. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 67 7.21.3(4) Post -Installation Video Inspection and Acceptance 1. The Contractor shall perform a CCTV inspection in accordance with section 8.6 of ASTM 1216 and ASTM F1743 after installation of the CIPP liner and reconnection of the active side sewer laterals. The quality of the Post -Installation CCTV inspection shall be held to the same standards as the Pre -Installation CCTV inspection. During the CCTV inspection the pipe invert shall be clear of any standing water and the pipe shall be continuously visible during the inspection. 2. The Contractor shall submit to the Engineer, for acceptance and approval, copies of unedited Post -Installation videos and associated Inspection Reports in a digital format on a USB thumb drive for each sewer main segment within 14 working days of the liner installation. The inspection report shall note the inspection date, video name (MH to MH), location of all reconnected side sewer laterals, debris, as well as any other defects in the liner, including, but not limited to, gouges, cracks, bumps, or bulges. The Post -Installation videos and Inspection Report submittals shall be reviewed by the Engineer within 10 working da, of receipt. The Contractor shall submit the videos and inspection reports on a USB thumb drive. Payment for Sewer Rehabilitation bid items will not occur until Post -Installation videos and Inspection Reports have been submitted, reviewed, and approved by the Engineer. 3. Immediately prior to conducting the post -installation CCTV inspection, the Contractor shall clean and flush the newly installed liner. Acceptance of the line as 'clean', (as previously defined in this Specification), shall be determined by the Engineer based upon the subsequent CCTV inspection of the line. 4. If the CCTV Inspection reveals any deficiencies in the clearing, such as remaining coupons of reinstated laterals, the contractor shall immediately correct these deficiencies at their own expense. 7-21.3(5) Clean -Up After the liner installation has been completed and inspected, the Contractor shall clean up the entire project area. All excess material and debris shall be disposed of by the Contractor in accordance with State and Federal laws and regulations. 7-21.3(6) Sampling and Laboratory Testing The physical properties of the installed CIPP liner shall meet the minimum physical properties per Section 7-21.2(5) verified through field sampling and certified third -party laboratory testing. Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 68 Per Section 8 of ASTM F1216 and ASTM F1743, the Contractor shall obtain samples from all actual installed CIPP liners. All samples shall be labeled with the following: • Date of installation • Main segment number • Upstream and downstream MH ID# All material testing shall be performed at the Contractor's expense. Final payment for the project shall be withheld pending receipt and approval of the test results. If properties tested do not meet minimum requirements, the CIPP liner is subject to rejection, replacement or a reduction in payment. The Contractor shall supply samples to an agreed upon certified third -party testing laboratory. The laboratory name and accreditation information must be submitted to the City prior to any lining work. Payment for laboratory testing will be incidental to the CIPP lining process. 7-21.4 Measurement Restoration of sanitary and storm side sewer (laterals) reinstatements will be measured per each side sewer that is restored. Measurement for rehabilitation of sanitary sewers and storm sewers using cure -in -place - pipe method shall be the linear foot as shown on the plan sheets C1 to C9 under Pipe Length. The quantity has been determined by the Owner and is based on actual field measurements; center of upstream manhole lid to the center of the downstream manhole lid minus the radii of the two manholes. The measurement for storm lines were to the center of the upstream and downstream drainage structure lids minus half the two structures width. The measured lengths were rounded up or down to the nearest foot using the method of 0.1'-0.4' rounded down and 0.5'-0.9' rounded up. This value is fixed and will only be revised in the event of a major discrepancy. 7-21.5 Payment Payment for side sewer reinstatement for both sanitary and storm sewer, per each, shall be considered full compensation for all labor, equipment, and materials necessary to perform sanitary and storm side sewer reinstatement as described in Section 7-21.3(3). Actual quantities will be determined in the field as the work progresses, and will be paid at the original bid price, regardless of final quantity. These bid items shall not be subject to the provisions of 1-04.6 of the Standard Specifications. Payment for bid items A.5 to A.10, B.4 and B.5 for rehabilitation of sanitary and storm sewers using cure -in -place -pipe method as shown on Plan Sheets C-1 to C-9, regardless of Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 69 size, shall be per lineal feet and shall include all costs for installing, testing, curing, and final video inspection of the installed liner to provide a complete and rehabilitated sewer main. END OF SECTION Cityof Bremerton Apri12018 2018 Sewer Rehabilitation SP - 70 THIS PAGE LEFT INTENTIONALLY BLANK APPENDIX A KITSAP COUNTY PREVAILING WAGE RATES THIS PAGE LEFT INTENTIONALLY BLANK 4/25/2018 abo ut: blan k State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 05/11/2018 County_ Trade Kitsap Asbestos Abatement Workers Kitsap Boilermakers Kitsap Brick Mason Kitsap Brick Mason Kitsap Building Service Employees Kitsap Building Service Employees Kitsap Building Service Employees Kitsap Building Service Employees Kitsap Cabinet Makers In Shop), Kitsap Carpenters Kitsap Carpenters Kitsap Carpenters Kitsap Carpenters Kitsap Carpenters Kitsap Carpenters Kitsap Carpenters Kitsap Carpenters Kitsap Cement Masons Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Divers Et Tenders Kitsap Dredge Workers Kitsap Dredge Workers abouttlank Job Classification Journey Level Journey Level Journey Level Pointer -Caulker -Cleaner Janitor Shampooer Waxer Window Cleaner Journey Level Acoustical Worker Bridge, Dock And Wharf Carpenters Carpenter Carpenters on Stationary Tools Creosoted Material Floor Finisher Floor Layer Scaffold Erector Journey Level Bell/Vehicle or Submersible Operator (Not Under Pressure) Dive Supervisor/Master Diver Diver On Standby Diver Tender Manifold Operator Manifold Operator Mixed Gas Remote Operated Vehicle Operator/Technician Remote Operated Vehicle Tender Assistant Engineer Assistant Mate (Deckhand) Wage Holiday Overtime $46.57 5D 1 H $30.34 1 $55.82 5A 1 M $55.82 5A 1 M $11.50 1 $11.50 1 $11.50 1 $13.22 1 $23.72 1 $57.18 5D 4C $57.18 5D 4C $57.18 5D 4C $57.31 5D 4C $57.28 5D 4C $57.18 5D 4C $57.18 5D 4C $57.18 5D 4C $57.21 7A 1M $110.54 5D 4C $72.97 5D 4C $110.54 5D 4C $67.97 5D 4C $61.65 5D 4C $61.65 5D 4C $66.65 5D 4C $61.65 5D 4C $57.43 5A 4C $56.44 5D 3F $56.00 5D 3F Note 8V um 4/25/2018 Construction abo ut: blan k Kitsap Electricians - Powerline Kitsap Dredge Workers Boatmen $56.44 5D Kitsap Dredge Workers Engineer Welder $57.51 5D Kitsap Dredge Workers Leverman, Hydraulic $58.67 5D Kitsap Dredge Workers Mates $56.44 5D Kitsap Dredge Workers Oiler $56.00 5D Kitsap Drywall Applicator Journey Level $56.78 5D Kitsap Drywall Tapers Journey Level $57.43 5P Kitsap Electrical Fixture Maintenance Journey Level $31.74 Journey Level - In -Factory Work $61.41 Workers Only Kitsap Fence Erectors Kitsap Electricians - Inside Journey Level $51.26 Kitsap Kitsap Electricians - Motor Shop Craftsman $15.37 Journey Level Kitsap Electricians - Motor Shop Journey Level $14.69 Kitsap Electricians - Powerline Cable Splicer $79.43 5A Construction Kitsap Electricians - Powerline Certified Line Welder $69.75 5A Construction Kitsap Electricians - Powerline Groundperson $46.28 5A Construction Kitsap Electricians - Powerline Heavy Line Equipment Operator $69.75 5A $69.75 5A $59.01 5A 3F 3F 3F 3F 3F 1H 1E 1 1 1 1 4D 4D 4D 4D 4D 4D $46.28 Construction 4D Kitsap Electricians - Powerline Journey Level Lineperson Kitsap Construction Journey Level Kitsap Electricians - Powerline Line Equipment Operator Kitsap Construction Boat Operator Kitsap Electricians - Powerline Meter Installer Kitsap Construction Deckhand Kitsap Electricians - Powerline Pole Sprayer Kitsap Construction Launch Operator Kitsap Electricians - Powerline Powderperson $61.81 Construction 1y Kitsap Electronic Technicians Journey Level Kitsap Elevator Constructors Mechanic Kitsap Elevator Constructors Mechanic In Charge Kitsap Fabricated Precast Concrete Journey Level - In -Factory Work $61.41 Products Only Kitsap Fence Erectors Fence Erector Kitsap Fence Erectors Fence Laborer Kitsap Flaggers Journey Level Kitsap Glaziers Journey Level Kitsap Heat Et Frost Insulators And Journeyman $69.75 5A $59.01 5A 3F 3F 3F 3F 3F 1H 1E 1 1 1 1 4D 4D 4D 4D 4D 4D $46.28 Asbestos Workers 4D Kitsap Heating Equipment Mechanics Journey Level Kitsap Hod Carriers Et Mason Tenders Journey Level Kitsap Industrial Power Vacuum Cleaner Journey Level Kitsap Inland Boatmen Boat Operator Kitsap Inland Boatmen Cook Kitsap Inland Boatmen Deckhand Kitsap Inland Boatmen Deckhand Engineer Kitsap Inland Boatmen Launch Operator abouttlank 7A 31 $69.75 5A $59.01 5A 3F 3F 3F 3F 3F 1H 1E 1 1 1 1 4D 4D 4D 4D 4D 4D $46.28 5A 4D $69.75 5A 4D $52.20 5A 4D $45.91 7E 1 D $91.24 7D 4A $98.51 7D 4A $13.50 1 $13.80 1 $11.60 1 $39.48 7A 31 $61.81 7L 1y $67.93 5.1 4H $78.17 7F 1 E $48.02 7A 31 $29.89 1 $61.41 5B 1 K $56.48 5B 1 K $57.48 5B 1 K $58.81 5B 1 K $58.89 5B 1 K 8W 9M 4/25/2018 Laborers Kitsap Inland Boatmen Kitsap Inspection/Cleaning/Sealing Of Kitsap Sewer Et Water Systems By Kitsap Remote Control Kitsap Inspection/Cleaning/Sealing Of Kitsap Sewer Et Water Systems By Kitsap Remote Control Kitsap Inspection/Cleaning/Sealing Of Kitsap Sewer Et Water Systems By Kitsap Remote Control Kitsap Inspection/Cleaning/Sealing Of Kitsap Sewer Et Water Systems By Kitsap Remote Control Kitsap Insulation Applicators Kitsap Ironworkers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers abouttlank Mate $57.31 Cleaner Operator, Foamer $11.50 Operator Grout Truck Operator $11.50 Head Operator $12.78 Tv Truck Operator $24.17 Journey Level $57.18 Journeyman $67.88 Air, Gas Or Electric Vibrating $46.57 Screed Airtrac Drill Operator $48.02 Ballast Regular Machine $46.57 Batch Weighman $39.48 Brick Pavers $46.57 Brush Cutter $46.57 Brush Hog Feeder $46.57 Burner $46.57 Caisson Worker $48.02 Carpenter Tender $46.57 Caulker $46.57 Cement Dumper -paving $47.44 Cement Finisher Tender $46.57 Change House Or Dry Shack $46.57 Chipping Gun (under 30 Lbs.) $46.57 Chipping Gun(30 Lbs. And Over) $47.44 Choker Setter $46.57 Chuck Tender $46.57 Clary Power Spreader $47.44 Clean-up Laborer $46.57 Concrete Dumper/chute Operator $47.44 Concrete Form Stripper $46.57 Concrete Placement Crew $47.44 Concrete Saw Operator/core $47.44 Driller Crusher Feeder $39.48 Curing Laborer $46.57 Demolition: Wrecking Et Moving $46.57 (incl. Charred Material) Ditch Digger $46.57 Diver $48.02 Drill Operator $47.44 (hydraulic, diamond) 5B 1K 1 1 1 1 5D 7N 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 4C 10 31 31 31 31 31 31 31 abouttlank 3/16 4/25/2018 abo ut: blan k Kitsap Laborers Dry Stack Walls $46.57 7A 31 Kitsap Laborers Dump Person $46.57 7A 31 Kitsap Laborers Epoxy Technician $46.57 7A 31 Kitsap Laborers Erosion Control Worker $46.57 7A 31 Kitsap Laborers Faller Et Bucker Chain Saw $47.44 7A 31 Kitsap Laborers Fine Graders $46.57 7A 31 Kitsap Laborers Firewatch $39.48 7A 31 Kitsap Laborers Form Setter $46.57 7A 31 Kitsap Laborers Gabian Basket Builders $46.57 7A 31 Kitsap Laborers General Laborer $46.57 7A 31 Kitsap Laborers Grade Checker Et Transit Person $48.02 7A 31 Kitsap Laborers Grinders $46.57 7A 31 Kitsap Laborers Grout Machine Tender $46.57 7A 31 Kitsap Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams Kitsap Laborers Guardrail Erector $46.57 7A 31 Kitsap Laborers Hazardous Waste Worker (level A) $48.02 7A 31 Kitsap Laborers Hazardous Waste Worker (level B) $47.44 7A 31 Kitsap Laborers Hazardous Waste Worker (level C) $46.57 7A 31 Kitsap Laborers High Scaler $48.02 7A 31 Kitsap Laborers Jackhammer $47.44 7A 31 Kitsap Laborers Laserbeam Operator $47.44 7A 31 Kitsap Laborers Maintenance Person $46.57 7A 31 Kitsap Laborers Manhole Builder-mudman $47.44 7A 31 Kitsap Laborers Material Yard Person $46.57 7A 31 Kitsap Laborers Motorman -dinky Locomotive $47.44 7A 31 Kitsap Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla Kitsap Laborers Pavement Breaker $47.44 7A 31 Kitsap Laborers Pilot Car $39.48 7A 31 Kitsap Laborers Pipe Layer Lead $48.02 7A 31 Kitsap Laborers Pipe Layer/tailor $47.44 7A 31 Kitsap Laborers Pipe Pot Tender $47.44 7A 31 Kitsap Laborers Pipe Reliner $47.44 7A 31 Kitsap Laborers Pipe Wrapper $47.44 7A 31 Kitsap Laborers Pot Tender $46.57 7A 31 Kitsap Laborers Powderman $48.02 7A 31 Kitsap Laborers Powderman's Helper $46.57 7A 31 Kitsap Laborers Power Jacks $47.44 7A 31 Kitsap Laborers Railroad Spike Puller - Power $47.44 7A 31 Kitsap Laborers Raker - Asphalt $48.02 7A 31 Kitsap Laborers Re-timberman $48.02 7A 31 Kitsap Laborers Remote Equipment Operator $47.44 7A 31 Kitsap Laborers Rigger/signal Person $47.44 7A 31 abouttlank 4/16 4/25/2018 abo ut: blan k Kitsap Laborers Rip Rap Person $46.57 7A 31 Kitsap Laborers Rivet Buster $47.44 7A 31 Kitsap Laborers Rodder $47.44 7A 31 Kitsap Laborers Scaffold Erector $46.57 7A 31 Kitsap Laborers Scale Person $46.57 7A 31 Kitsap Laborers Sloper (over 20") $47.44 7A 31 Kitsap Laborers Sloper Sprayer $46.57 7A 31 Kitsap Laborers Spreader (concrete) $47.44 7A 31 Kitsap Laborers Stake Hopper $46.57 7A 31 Kitsap Laborers Stock Piler $46.57 7A 31 Kitsap Laborers Tamper Et Similar Electric, Air Et $47.44 7A 31 Gas Operated Tools Kitsap Laborers Tamper (multiple Et Self- $47.44 7A 31 propelled) Kitsap Laborers Timber Person - Sewer (lagger, $47.44 7A 31 Shorer Et Cribber) Kitsap Laborers Toolroom Person (at Jobsite) $46.57 7A 31 Kitsap Laborers Topper $46.57 7A 31 Kitsap Laborers Track Laborer $46.57 7A 31 Kitsap Laborers Track Liner (power) $47.44 7A 31 Kitsap Laborers Traffic Control Laborer $42.22 7A 31 Kitsap Laborers Traffic Control Supervisor $42.22 7A 31 Kitsap Laborers Truck Spotter $46.57 7A 31 Kitsap Laborers Tugger Operator $47.44 7A 31 Kitsap Laborers Tunnel Work -Compressed Air $92.60 7A 31 Worker 0-30 psi Kitsap Laborers Tunnel Work -Compressed Air $97.63 7A 31 Worker 30.01-44.00 psi Kitsap Laborers Tunnel Work -Compressed Air $101.31 7A 31 Worker 44.01-54.00 psi Kitsap Laborers Tunnel Work -Compressed Air $107.01 7A 31 Worker 54.01-60.00 psi Kitsap Laborers Tunnel Work -Compressed Air $109.13 7A 31 Worker 60.01-64.00 psi Kitsap Laborers Tunnel Work -Compressed Air $114.23 7A 31 Worker 64.01-68.00 psi Kitsap Laborers Tunnel Work -Compressed Air $116.13 7A 31 Worker 68.01-70.00 psi Kitsap Laborers Tunnel Work -Compressed Air $118.13 7A 31 Worker 70.01-72.00 psi Kitsap Laborers Tunnel Work -Compressed Air $120.13 7A 31 Worker 72.01-74.00 psi Kitsap Laborers Tunnel Work-Guage and Lock $48.12 7A 31 Tender Kitsap Laborers Tunnel Work -Miner $48.12 7A 31 Kitsap Laborers Vibrator $47.44 7A 31 Kitsap Laborers Vinyl Seamer $46.57 7A 31 Kitsap Laborers Watchman $35.88 7A 31 Kitsap Laborers Welder $47.44 7A 31 Kitsap Laborers Well Point Laborer $47.44 7A 31 8R 8R abouttlank 5/16 4/25/2018 abo ut: blan k Kitsap Laborers Window Washer/cleaner Kitsap Laborers - Underground Sewer Et General Laborer Et Topman Water Kitsap Laborers - Underground Sewer Et Pipe Layer Water Kitsap Landscape Construction Kitsap Landscape Construction Kitsap Landscape Construction Kitsap Lathers Kitsap Marble Setters Kitsap Metal Fabrication In Shop), Kitsap Metal Fabrication (In Shop), Kitsap Metal Fabrication In Shop), Kitsap Metal Fabrication In Shop), Kitsap Millwright Kitsap Modular Buildings Kitsap Modular Buildings Kitsap Modular Buildings Kitsap Modular Buildings Kitsap Modular Buildings Kitsap Modular Buildings Kitsap Modular Buildings Kitsap Modular Buildings Kitsap Painters Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Pile Driver Kitsap Plasterers Kitsap Playground Et Park Equipment Or Truck Drivers Installers Kitsap Plumbers Et Pipefitters abouttlank $21.00 $35.88 7A 31 $46.57 7A 31 $47.44 7A 31 Irrigation Or Lawn Sprinkler $11.50 Installers Landscape Equipment Operators $11.50 Or Truck Drivers Landscaping Or Planting Laborers $12.92 JOURNEY LEVEL $21.00 Journey Level $55.82 Fitter $26.96 Laborer $11.50 Machine Operator $13.83 Welder $13.83 Journey Level $44.89 Cabinet Assembly $11.56 Electrician $11.56 Equipment Maintenance $11.56 Plumber $11.56 Production Worker $11.50 Tool Maintenance $11.56 Utility Person $11.56 Welder $11.56 Journey Level $41.60 Crew Tender $52.37 Hyperbaric Worker - Compressed $71.35 Air Worker 0-30.00 PSI Hyperbaric Worker - Compressed $76.35 Air Worker 30.01 - 44.00 PSI Hyperbaric Worker - Compressed $80.35 Air Worker 44.01 - 54.00 PSI Hyperbaric Worker - Compressed $85.35 Air Worker 54.01 - 60.00 PSI Hyperbaric Worker - Compressed $87.85 Air Worker 60.01 - 64.00 PSI Hyperbaric Worker - Compressed $92.85 Air Worker 64.01 - 68.00 PSI Hyperbaric Worker - Compressed $94.85 Air Worker 68.01 - 70.00 PSI Hyperbaric Worker - Compressed $96.85 Air Worker 70.01 - 72.00 PSI Hyperbaric Worker - Compressed $98.85 Air Worker 72.01 - 74.00 PSI Journey Level $57.43 Journey Level $54.89 Journey Level $11.50 Journey Level 5A 6Z 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 5D 7Q 1 1 1M 1 1 1 1 1 1 1 1 1 1 1 1 1 2B 4C 4C 4C 4C 4C 4C 4C 4C 4C 4C 4C 1R 1 $67.47 5A JG M 4/25/2018 abo ut: blan k Kitsap Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C 8P Kitsap Power Equipment Operators Assistant Engineer $56.90 7A 3C 8P Kitsap Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P Kitsap Power Equipment Operators Batch Plant Operator, Concrete $59.96 7A 3C 8P Kitsap Power Equipment Operators Bobcat $56.90 7A 3C 8P Kitsap Power Equipment Operators Brokk - Remote Demolition $56.90 7A 3C 8P Equipment Kitsap Power Equipment Operators Brooms $56.90 7A 3C 8P Kitsap Power Equipment Operators Bump Cutter $59.96 7A 3C 8P Kitsap Power Equipment Operators Cableways$60.49 7A 3C 8P Kitsap Power Equipment Operators Chipper $59.96 7A 3C 8P Kitsap Power Equipment Operators Compressor $56.90 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount$60.49 7A 3C 8P With Boom Attachment Over 42 M Kitsap Power Equipment Operators Concrete Finish Machine -laser $56.90 7A 3C 8P Screed Kitsap Power Equipment Operators Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. Kitsap Power Equipment Operators Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m Kitsap Power Equipment Operators Conveyors $59.49 7A 3C 8P Kitsap Power Equipment Operators Cranes Friction: 200 tons and$62.33 7A 3C 8P over Kitsap Power Equipment Operators Cranes: 20 Tons Through 44 Tons $59.96 7A 3C 8P With Attachments Kitsap Power Equipment Operators Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) Kitsap Power Equipment Operators Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments Kitsap Power Equipment Operators Cranes: 300 tons and over or 300' $62.33 7A 3C 8P of boom including jib with attachments Kitsap Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $60.49 7A 3C 8P Under 150' Of Boom (including Jib With Attachments) Kitsap Power Equipment Operators Cranes: A -frame - 10 Tons And $56.90 7A 3C 8P Under Kitsap Power Equipment Operators Cranes: Friction cranes through $61.72 7A 3C 8P 199 tons Kitsap Power Equipment Operators Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A -frame Over 10 Tons Kitsap Power Equipment Operators Crusher $59.96 7A 3C 8P Kitsap Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) Kitsap Power Equipment Operators Derricks, On Building Work $60.49 7A 3C 8P Kitsap Power Equipment Operators Dozers D-9 Et Under $59.49 7A 3C 8P abouttlank 7/16 4/25/2018 abo ut: blan k Kitsap Power Equipment Operators Drill Oilers: Auger Type, Truck Or $59.49 7A 3C 8P Crane Mount Kitsap Power Equipment Operators Drilling Machine $61.10 7A 3C 8P Kitsap Power Equipment Operators Elevator And Man-lift: Permanent $56.90 7A 3C 8P And Shaft Type Kitsap Power Equipment Operators Finishing Machine, Bidwell And $59.96 7A 3C 8P Gamaco Et Similar Equipment Kitsap Power Equipment Operators Forklift: 3000 Lbs And Over With $59.49 7A 3C 8P Attachments Kitsap Power Equipment Operators Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Attachments Kitsap Power Equipment Operators Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc Kitsap Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 8P Kitsap Power Equipment Operators Guardrail Punch $59.96 7A 3C 8P Kitsap Power Equipment Operators Hard Tail End Dump Articulating $60.49 7A 3C 8P Off- Road Equipment 45 Yards. Et Over Kitsap Power Equipment Operators Hard Tail End Dump Articulating $59.96 7A 3C 8P Off-road Equipment Under 45 Yards Kitsap Power Equipment Operators Horizontal/directional Drill $59.49 7A 3C 8P Locator Kitsap Power Equipment Operators Horizontal/directional Drill $59.96 7A 3C 8P Operator Kitsap Power Equipment Operators Hydralifts/boom Trucks Over 10 $59.49 7A 3C 8P Tons Kitsap Power Equipment Operators Hydralifts/boom Trucks, 10 Tons $56.90 7A 3C 8P And Under Kitsap Power Equipment Operators Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Over Kitsap Power Equipment Operators Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Not Including 8 Yards Kitsap Power Equipment Operators Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P Kitsap Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P Kitsap Power Equipment Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P Kitsap Power Equipment Operators Locomotives, All$59.96 7A 3C 8P Kitsap Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P Kitsap Power Equipment Operators Mechanics, All (leadmen - $0.50 $61.10 7A 3C 8P Per Hour Over Mechanic) Kitsap Power Equipment Operators Motor Patrol Graders $60.49 7A 3C 8P Kitsap Power Equipment Operators Mucking Machine, Mole, Tunnel $60.49 7A 3C 8P Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators Oil Distributors, Blower $56.90 7A 3C 8P Distribution Et Mulch Seeding Operator Kitsap Power Equipment Operators Outside Hoists (elevators And $59.49 7A 3C 8P Manlifts), Air Tuggers,strato Kitsap Power Equipment Operators Overhead, Bridge Type Crane: 20 $59.96 7A 3C 8P Tons Through 44 Tons Kitsap Power Equipment Operators Overhead, Bridge Type: 100 Tons $61.10 7A 3C 8P abouttlank 8/16 4/25/2018 abo ut: blan k And Over Kitsap Power Equipment Operators Overhead, Bridge Type: 45 Tons $60.49 7A 3C 8P Through 99 Tons Kitsap Power Equipment Operators Pavement Breaker $56.90 7A 3C 8P Kitsap Power Equipment Operators Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) Kitsap Power Equipment Operators Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P Kitsap Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P Kitsap Power Equipment Operators Power Plant $56.90 7A 3C 8P Kitsap Power Equipment Operators Pumps Water $56.90 7A 3C 8P Kitsap Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Kitsap Power Equipment Operators Quick Tower - No Cab, Under 100 $56.90 7A 3C 8P Feet In Height Based To Boom Kitsap Power Equipment Operators Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment Kitsap Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P Kitsap Power Equipment Operators Rigger/Signal Person, Bellman $59.49 7A 3C 8P (Certified) Kitsap Power Equipment Operators Rollagon $60.49 7A 3C 8P Kitsap Power Equipment Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P Kitsap Power Equipment Operators Roller, Plant Mix Or Multi lift $59.49 7A 3C 8P Materials Kitsap Power Equipment Operators Roto -mill, Roto -grinder $59.96 7A 3C 8P Kitsap Power Equipment Operators Saws - Concrete $59.49 7A 3C 8P Kitsap Power Equipment Operators Scraper, Self Propelled Under 45 $59.96 7A 3C 8P Yards Kitsap Power Equipment Operators Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Kitsap Power Equipment Operators Scrapers, Self-propelled: 45 Yards $60.49 7A 3C 8P And Over Kitsap Power Equipment Operators Service Engineers - Equipment $59.49 7A 3C 8P Kitsap Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A 3C 8P Kitsap Power Equipment Operators Shovel ,Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. Kitsap Power Equipment Operators Shovel, Excavator, Backhoe: Over $60.49 7A 3C 8P 30 Metric Tons To 50 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons Kitsap Power Equipment Operators Slipform Pavers $60.49 7A 3C 8P Kitsap Power Equipment Operators Spreader, Topsider Et Screedman $60.49 7A 3C 8P Kitsap Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P Kitsap Power Equipment Operators Tower Bucket Elevators $59.49 7A 3C 8P Kitsap Power Equipment Operators Tower Crane Up To 175' In Height $61.10 7A 3C 8P Base To Boom Kitsap Power Equipment Operators Tower Crane: over 175' through $61.72 7A 3C 8P abouttlank 9/16 4/25/2018 abo ut: blan k 250' in height, base to boom Kitsap Power Equipment Operators Tower Cranes: over 250' in height $62.33 7A 3C 8P from base to boom Kitsap Power Equipment Operators Transporters, All Track Or Truck $60.49 7A 3C 8P Type Kitsap Power Equipment Operators Trenching Machines $59.49 7A 3C 8P Kitsap Power Equipment Operators Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over Kitsap Power Equipment Operators Truck Crane Oiler/driver Under $59.49 7A 3C 8P 100 Tons Kitsap Power Equipment Operators Truck Mount Portable Conveyor $59.96 7A 3C 8P Kitsap Power Equipment Operators Welder $60.49 7A 3C 8P Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P Kitsap Power Equipment Operators Yo Yo Pay Dozer$59.96 7A 3C 8P Kitsap Power Equipment Operators- Asphalt Plant Operators $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Assistant Engineer $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Barrier Machine (zipper) $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Batch Plant Operator, Concrete $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Bobcat $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Brokk - Remote Demolition $56.90 7A 3C 8P Underground Sewer Et Water Equipment Kitsap Power Equipment Operators- Brooms $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Bump Cutter $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cableways $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Chipper $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Compressor $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M Kitsap Power Equipment Operators- Concrete Finish Machine -laser $56.90 7A 3C 8P Underground Sewer Et Water Screed Kitsap Power Equipment Operators- Concrete Pump - Mounted Or $59.49 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. Kitsap Power Equipment Operators- Concrete Pump: Truck Mount $59.96 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m Kitsap Power Equipment Operators- Conveyors $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes Friction: 200 tons and $62.33 7A 3C 8P Underground Sewer Et Water over Kitsap Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $59.96 7A 3C 8P Underground Sewer Et Water With Attachments abouttlank 10/16 4/25/2018 abo ut: blan k Kitsap Power Equipment Operators- Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) Kitsap Power Equipment Operators- Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 300 tons and over or 300' $62.33 7A 3C 8P Underground Sewer Et Water of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $60.49 7A 3C 8P Underground Sewer Et Water Under 150' Of Boom (including Jib With Attachments) Kitsap Power Equipment Operators- Cranes: A -frame - 10 Tons And $56.90 7A 3C 8P Underground Sewer Et Water Under Kitsap Power Equipment Operators- Cranes: Friction cranes through $61.72 7A 3C 8P Underground Sewer Et Water 199 tons Kitsap Power Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 8P Underground Sewer Et Water Attachments A -frame Over 10 Tons Kitsap Power Equipment Operators- Crusher $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer Et Water (power) Kitsap Power Equipment Operators- Derricks, On Building Work $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Dozers D-9 Et Under $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Drill Oilers: Auger Type, Truck Or $59.49 7A 3C 8P Underground Sewer Et Water Crane Mount Kitsap Power Equipment Operators- Drilling Machine $61.10 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Elevator And Man -lift: Permanent $56.90 7A 3C 8P Underground Sewer Et Water And Shaft Type Kitsap Power Equipment Operators- Finishing Machine, Bidwell And $59.96 7A 3C 8P Underground Sewer Et Water Gamaco Et Similar Equipment Kitsap Power Equipment Operators- Forklift: 3000 Lbs And Over With $59.49 7A 3C 8P Underground Sewer Et Water Attachments Kitsap Power Equipment Operators- Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Underground Sewer Et Water Attachments Kitsap Power Equipment Operators- Grade Engineer: Using Blue $59.96 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc Kitsap Power Equipment Operators- Gradechecker/stakeman $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Guardrail Punch $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Hard Tail End Dump Articulating $60.49 7A 3C 8P Underground Sewer Et Water Off- Road Equipment 45 Yards. Et Over Kitsap Power Equipment Operators- Hard Tail End Dump Articulating $59.96 7A 3C 8P Underground Sewer Et Water Off-road Equipment Under 45 Yards Kitsap Power Equipment Operators- Horizontal/directional Drill $59.49 7A 3C 8P Underground Sewer Et Water Locator Kitsap Power Equipment Operators- Horizontal/directional Drill $59.96 7A 3C 8P abouttlank 11/16 4/25/2018 abo ut: blan k Underground Sewer Et Water Operator Kitsap Power Equipment Operators- Hydralifts/boom Trucks Over 10 $59.49 7A 3C 8P Underground Sewer Et Water Tons Kitsap Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons $56.90 7A 3C 8P Underground Sewer Et Water And Under Kitsap Power Equipment Operators- Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Underground Sewer Et Water Over Kitsap Power Equipment Operators- Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Underground Sewer Et Water Not Including 8 Yards Kitsap Power Equipment Operators- Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loaders, Plant Feed $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loaders: Elevating Type Belt $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Locomotives, All $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Material Transfer Device $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Mechanics, All (leadmen - $0.50 $61.10 7A 3C 8P Underground Sewer Et Water Per Hour Over Mechanic) Kitsap Power Equipment Operators- Motor Patrol Graders $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Mucking Machine, Mole, Tunnel $60.49 7A 3C 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators- Oil Distributors, Blower $56.90 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator Kitsap Power Equipment Operators- Outside Hoists (elevators And $59.49 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato Kitsap Power Equipment Operators- Overhead, Bridge Type Crane: 20 $59.96 7A 3C 8P Underground Sewer Et Water Tons Through 44 Tons Kitsap Power Equipment Operators- Overhead, Bridge Type: 100 Tons $61.10 7A 3C 8P Underground Sewer Et Water And Over Kitsap Power Equipment Operators- Overhead, Bridge Type: 45 Tons $60.49 7A 3C 8P Underground Sewer Et Water Through 99 Tons Kitsap Power Equipment Operators- Pavement Breaker $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Pile Driver (other Than Crane $59.96 7A 3C 8P Underground Sewer Et Water Mount) Kitsap Power Equipment Operators- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Posthole Digger, Mechanical $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Power Plant $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Pumps - Water $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Quick Tower - No Cab, Under 100 $56.90 7A 3C 8P Underground Sewer Et Water Feet In Height Based To Boom abouttlank 12/16 4/25/2018 abo ut: blan k Kitsap Power Equipment Operators- Remote Control Operator On $60.49 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment Kitsap Power Equipment Operators- Rigger And Bellman $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer Et Water (Certified) Kitsap Power Equipment Operators- Rollagon $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Other Than Plant Mix $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Underground Sewer Et Water Materials Kitsap Power Equipment Operators- Roto-mill, Roto-grinder $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Saws - Concrete $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Scraper, Self Propelled Under 45 $59.96 7A 3C 8P Underground Sewer Et Water Yards Kitsap Power Equipment Operators- Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Scrapers, Self-propelled: 45 Yards $60.49 7A 3C 8P Underground Sewer Et Water And Over Kitsap Power Equipment Operators- Service Engineers - Equipment $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. Kitsap Power Equipment Operators- Shovel, Excavator, Backhoe: Over $60.49 7A 3C 8P Underground Sewer Et Water 30 Metric Tons To 50 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons Kitsap Power Equipment Operators- Slipform Pavers $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Spreader, Topsider Et Screedman $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Subgrader Trimmer $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Bucket Elevators $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Crane Up To 175' In Height $61.10 7A 3C 8P Underground Sewer Et Water Base To Boom Kitsap Power Equipment Operators- Tower Crane: over 175' through $61.72 7A 3C 8P Underground Sewer Et Water 250' in height, base to boom Kitsap Power Equipment Operators- Tower Cranes: over 250' in height $62.33 7A 3C 8P Underground Sewer Et Water from base to boom Kitsap Power Equipment Operators- Transporters, All Track Or Truck $60.49 7A 3C 8P abouttlank 13/16 4/25/2018 abo ut: blan k $59.49 7A $59.96 7A $59.49 7A $59.96 7A $60.49 7A $56.90 7A $59.96 7A $50.02 5A $47.43 5A $50.02 5A $44.64 5A $33.67 5A $67.47 5A $17.04 $42.86 5D $30.87 $42.86 5D $20.00 $27.00 $61.81 7L $13.96 $16.89 $17.04 $19.52 $21.11 $17.64 $28.95 $19.38 $27.74 $55.82 5A $11.50 $30.26 $31.14 3C 3C 3C 3C 3C 3C 3C 4A 4A 4A 4A 4A 1G 1 4C 1 4C 1 1 1Y 1 1 1 1 1 1 1 1 1 1M 1 1 1 8P 8P 8P 8P 8P 8P 8P abouttlank 14/16 Underground Sewer Et Water Type Kitsap Power Equipment Operators- Trenching Machines Underground Sewer Et Water Kitsap Power Equipment Operators- Truck Crane Oiler/driver - 100 Underground Sewer Et Water Tons And Over Kitsap Power Equipment Operators- Truck Crane Oiler/driver Under Underground Sewer Et Water 100 Tons Kitsap Power Equipment Operators- Truck Mount Portable Conveyor Underground Sewer Et Water Kitsap Power Equipment Operators- Welder Underground Sewer Et Water Kitsap Power Equipment Operators- Wheel Tractors, Farmall Type Underground Sewer Et Water Kitsap Power Equipment Operators- Yo Yo Pay Dozer Underground Sewer Et Water Kitsap Power Line Clearance Tree Journey Level In Charge Trimmers Kitsap Power Line Clearance Tree Spray Person Trimmers Kitsap Power Line Clearance Tree Tree Equipment Operator Trimmers Kitsap Power Line Clearance Tree Tree Trimmer Trimmers Kitsap Power Line Clearance Tree Tree Trimmer Groundperson Trimmers Kitsap Refrigeration Et Air Conditioning Mechanic Mechanics Kitsap Residential Brick Mason Journey Level Kitsap Residential Carpenters Journey Level Kitsap Residential Cement Masons Journey Level Kitsap Residential Drywall Applicators Journey Level Kitsap Residential Drywall Tapers Journey Level Kitsap Residential Electricians Journey Level Kitsap Residential Glaziers Journey Level Kitsap Residential Insulation Applicators Journey Level Kitsap Residential Laborers Journey Level Kitsap Residential Marble Setters Journey Level Kitsap Residential Painters Journey Level Kitsap Residential Plumbers Et Pipefitters Journey Level Kitsap Residential Refrigeration Et Air Journey Level Conditioning Mechanics Kitsap Residential Sheet Metal Workers Journey Level (Field or Shop) Kitsap Residential Soft Floor Layers Journey Level Kitsap Residential Sprinkler Fitters (Fire Journey Level Protection), Kitsap Residential Stone Masons Journey Level Kitsap Residential Terrazzo Workers Journey Level Kitsap Residential Terrazzo/Tile Journey Level Finishers Kitsap Residential Tile Setters Journey Level $59.49 7A $59.96 7A $59.49 7A $59.96 7A $60.49 7A $56.90 7A $59.96 7A $50.02 5A $47.43 5A $50.02 5A $44.64 5A $33.67 5A $67.47 5A $17.04 $42.86 5D $30.87 $42.86 5D $20.00 $27.00 $61.81 7L $13.96 $16.89 $17.04 $19.52 $21.11 $17.64 $28.95 $19.38 $27.74 $55.82 5A $11.50 $30.26 $31.14 3C 3C 3C 3C 3C 3C 3C 4A 4A 4A 4A 4A 1G 1 4C 1 4C 1 1 1Y 1 1 1 1 1 1 1 1 1 1M 1 1 1 8P 8P 8P 8P 8P 8P 8P abouttlank 14/16 4/25/2018 abo ut: blan k Kitsap Roofers Journey Level $51.02 5A 3H Kitsap Roofers Using Irritable Bituminous $54.02 5A 3H Materials Kitsap Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F JE Kitsap Shipbuilding Et Ship Repair CARPENTER $19.29 1 Kitsap Shipbuilding Et Ship Repair ELECTRICIAN $25.53 1 Kitsap Shipbuilding Et Ship Repair Heat Et Frost Insulator $67.93 5J 4H Kitsap Shipbuilding Et Ship Repair Laborer $19.64 1 Kitsap Shipbuilding Et Ship Repair MACHINIST $19.29 1 Kitsap Shipbuilding Et ShipRepair OPERATOR $19.44 1 Kitsap Shipbuilding Et ShipRepair Painter $41.60 6Z 2B Kitsap Shipbuilding Et Ship Repair PIPEFITTER $19.29 1 Kitsap Shipbuilding Et ShipRepair RIGGER $19.29 1 Kitsap Shipbuilding Et ShipRepair Sheet Metal $22.21 1 Kitsap Shipbuilding Et Ship Repair SHIPFITTER $19.29 1 Kitsap Shipbuilding Et ShipRepair WELDER/BURNER $19.29 1 Kitsap Sign Makers Et Installers Journey Level $20.58 1 .(Electrical). Kitsap Sign Makers Et Installers (Non- Journey Level $11.50 1 Electrical), Kitsap Soft Floor Layers Journey Level $47.61 5A 3J Kitsap Solar Controls For Windows Journey Level $11.50 1 Kitsap Sprinkler Fitters (Fire Protection), Journey Level $75.64 5C 1X Kitsap Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural), Kitsap Stone Masons Journey Level $55.82 5A 1M Kitsap Street And Parking Lot Sweeper Journey Level $16.00 1 Workers Kitsap Surveyors Assistant Construction Site$59.49 7A 3C Surveyor Kitsap Surveyors Chainman$58.93 7A 3C Kitsap Surveyors Construction Site Surveyor$60.49 7A 3C Kitsap Telecommunication Technicians Journey Level $45.07 7E 1 E Kitsap Telephone Line Construction - Cable Splicer $40.52 5A 2B Outside Kitsap Telephone Line Construction - Hole Digger/Ground Person $22.78 5A 2B Outside Kitsap Telephone Line Construction - Installer (Repairer) $38.87 5A 2B Outside Kitsap Telephone Line Construction - Special Aparatus Installer 1 $40.52 5A 2B Outside Kitsap Telephone Line Construction - Special Apparatus Installer 11 $39.73 5A 2B Outside Kitsap Telephone Line Construction - Telephone Equipment Operator $40.52 5A 2B Outside (Heavy) Kitsap Telephone Line Construction - Telephone Equipment Operator $37.74 5A 2B Outside (Light) Kitsap Telephone Line Construction - Telephone Lineperson $37.74 5A 2B Outside Kitsap Telephone Line Construction - Television Groundperson $21.60 5A 2B abouttlank 8P 8P 8P 15/16 4/25/2018 abouttlank 8L 8L abouttlank 16/16 Outside Kitsap Telephone Line Construction - Television Lineperson/Installer $28.68 5A 2B Outside Kitsap Telephone Line Construction - Television System Technician $34.10 5A 2B Outside Kitsap Telephone Line Construction - Television Technician $30.69 5A 2B Outside Kitsap Telephone Line Construction - Tree Trimmer $37.74 5A 2B Outside Kitsap Terrazzo Workers Journey Level $51.36 5A 1M Kitsap Tile Setters Journey Level $51.36 5A 1M Kitsap Tile, Marble Et Terrazzo Finishers Journey Level $12.00 1 Kitsap Traffic Control Stripers Journey Level $45.43 7A 1 K Kitsap Truck Drivers Asphalt Mix Over 16 Yards (W. $52.70 5D 3A WA -Joint Council 28) Kitsap Truck Drivers Asphalt Mix To 16 Yards (W. WA- $51.86 5D 3A Joint Council 28) Kitsap Truck Drivers Dump Truck $19.60 1 Kitsap Truck Drivers Dump Truck And Trailer $19.60 1 Kitsap Truck Drivers Other Trucks $18.37 1 Kitsap Truck Drivers Transit Mixer $20.79 1 Kitsap Well Drillers Et Irrigation Pump Irrigation Pump Installer $13.17 1 Installers Kitsap Well Drillers Et Irrigation Pump Oiler $14.08 1 Installers Kitsap Well Drillers Et Irrigation Pump Well Driller $14.40 1 Installers 8L 8L abouttlank 16/16 Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. L All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule, either Monday thin Thursday or Tuesday thin Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 3 Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. L All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. 4 Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thm Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1'/z) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holidav Codes A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 5 Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). L Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half - Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). C. Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 6. H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). L Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 7 Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 7. L Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after orbefore Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. R Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. Q Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Note Codes Continued 8. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100'- $2.00 per foot for each foot over 50 feet. Over 101' to 150'- $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. 10 APPENDIX 6 CONSTRUCTION FORMS THIS PAGE LEFT INTENTIONALLY BLANK rL' Z O w 5W G LW W LL O F- 5 U 6 m Z Z Us E E -0 U 7 I N =; a) O > U) IL i i > a) a) Q E O U O m E U � U) O Ul E (u U) Q a) ul � 3 Y U U) E- Z O U Ul O C O Q Y Z U � X W ULD E Q O O U U E U) O U O (6 O � O O U Q O U Ul t U) U) U) Q E O U U) m H c � � U � \ w Q d Of U) CL NO z N C C O O U) t Ul Ul IL CITY OF BREMERTON REQUEST FOR INFORMATION Log No. Project Title: Contractor: Project No.: Contract Date: (For Contractor's Use) Date: Subject: Information Description: Contractor's Authorized Signature: (For Owner's Use) Date: Subject: Information Description: Owner's Authorized Signature: (Unique, Chronological) CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) WCD #: Date: Project Name Project #: Contractor: Notice to Proceed Date: YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price ❑ Unit Price ❑ Lump Sum ❑ Time & Materials ❑ Other: Estimated increase (decrease) in Contract Price If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR By: PAGE 1 OF 1 Method of determining change in Contract Times: ❑ Contractor's Records ❑ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: By: CITY OF BREMERTON E 0 v @ � It 0 � : a : 0 > v a Q � � @ u O LL W a } 3 ( 3 ( m m \ \ a- O} } \ /� ee \ / }A \ }� ( 0 \ -\ - o @ I 2( ) c \ � Ot � \\ / \ I 4 �U) \ 2 0 } \ / \C)- \ } ( 2 @ § 12 ) 0 ° \ \ 0 0 } } \ \ } \ .� vi C) } \£ ( }R \/ CL }� \� } <w . ( \ I } \ \ \o ( / D E } \ w b \ } \ 3 \ d} . 2} \ \ oU } \ } a : < : ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS <Project Title> <City Project Number>- <City Construction Contract Number> <CONTRACTOR>, hereby indicates agreement with, and acceptance of, the final Contract Payment of <$000,000>, the total Contract Price of <$000,000,000>, including Washington State sales and/or use taxes, and the final Contract Time of <NNN Days>, as full and final compensation for all Work performed in connection with Contract Number <City Construction Contract Number>, and does hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever, arising from performance of that Contract. <CONTRACTOR> Date: Title: Certificate of Notary Subscribed and sworn to before me this day of THIS PAGE LEFT INTENTIONALLY BLANK APPENDIX C CONSTRUCTION DRAWINGS THIS PAGE LEFT INTENTIONALLY BLANK NouvJ nlevH3a a3al3s a�oz z ¢ _ (D w LL c0 (7 w w ¢ N n zw w a (7 w� o xw w OO J � W � W O ¢z w >O w w w a w ¢ w w w o ¢ U LLJ �; n� w o LJ Z Q X o� �ZWZo a o z C O a z QQ o� ("il (~jFw J Z i>>.i Q Q z xx Uw Yww= z LJ F- J U '> Lu Ow LL=www- w U W O¢ p OW o(ww¢ z \ Z U LO W (~jw (7Q�-�w()0~ U Q \ Li 2 N I> amQZo=Owo ¢ C uJ i0 QO�z2xZz LL _ W Qw zwO��w>aa �w 1 �) W O x¢ O�azOwF�w �w w V /� x QQw Q�LL wUaF ww d W mp�(¢j� pOQO z0 W Y co N �¢U >� WWOZO wOmW Qw Y w m N uj xx� rn .¢LL(nxLLwmFF az m J 00 �¢�(n¢rn mzww�(nwox¢ ww z xwzz zwpg xw Z a p wW _ ww�WO�O�w ¢OZw LLQ¢ zw oa LLJ � Z O H J O ��W°W��U)� z�;�oLLo�°� 00 WON QQ~3:zp=Zo oU`�zww,J2z DU Q <<Un) QO>�w Uww Qo=,Pozw �� o FooM��W}>o �a>o(ao(pnWZF wW � w a Q w��Wui�>wow >a Qzwo a�pz FO p a W =wwuiQOo�zir zw2¢ J JoFp za O w w S U) WUZO¢w gz<Tr OE O w QM wwmm w�0a�Qm wwz,wEOQUQ>- www a z0 p w w >mm(7w�=z�g rn0C90-rn -=z,o FF ww O �F w F ~> Qaw¢F OF OOOz rn ap z w¢ x zW J } FU��W(Oxx2U¢ m¢ ww wFLLw>�z a¢ w> U w w J wUwa000,o=o(7O wz -w zw(j aw ww M.O z; a QOz>(~jw Uwzcdwzw ¢OZow OFw (nw}w�wZ wXz O O (nw¢¢¢(n¢wg�wzF �w�ZOzw ~¢� z~¢ Oxo- �¢O F-a°z =3 _ X W W U) se�mQ�~�� Zw�(nWwz>w (nQOOW=(�i azr< C'Y� m z N9UU UUUUUUU Zj�QO0 U�� UU OU�wW �¢U?=�Q�a�O¢nn rLC% n W O a 3o W Q F u aw�Up Exxx w��=w O Wt717 ` w W I 0 n F F F U n LL w= z C' 3 Z g 5 Ma��1�m w N Ma m>�_a0oIEd(n��(MDW 000 mow t N n ry UUU Uw wwwLL 7Wx2 m w 000 1Law O LL Z z �Zsa cc � w w - m J OC �2 00 LL w a o E3 a - Be W o f m uj BB Z Z eB W Cf) o `e w _ B8 O W y cc O in CL Ll O c Q 0000 � U 0000 � MEN c ❑�� 6 0 N mm > o U wp D V � U U TJ G m N w $#Fwo # w w �bM J w g N N O W w F W Yh o M 0 m LL J V �NOp w O 33 6 Q ci _ 8 ZEm O 2 W W F F W G o ' W qroW z 2 W m N Q � 6pZONpp„e N N m fn co W O J NpJ„g Q z U) 3: e 0 U) XX W OZZ F W O Om w g 'o zF0 > p Do o FD wm 0 W QW ZOU OwgJ W >w¢Jp0 cj �mrYw J} Z>Uw� wa w��mm¢O mx Zj a mmWwmZ x0 OOdz =3 jz¢Ox W¢ x~Z O ~NO � m U Z~ O~ 0 N UJ 2O�WQU ��O 30 oJmm�LL 802-Ww���� 261w-¢00¢O v m u o Q:jz mmC a Q C O�'x0 0z v p 8 Lu LLLL2 GO—u, �x FU) Mm wo-wF z LL �� ".wo �fz ¢ w Z w w w \ ll �W W a W W wF ZO ¢ OF N U (n r2 0200U Jm�OFm W d w'wFrnwaoZo 0_ wZm �O� D U Q d W _> . gZxwW W �mm �^W~ w c w�3:0 - 7Fow to �j¢Z�� c7zZOx � z°F Oow0N2oWQ� C, x� a ww w q N 3 a 0 0 F w O O�O�Z~O o O¢ ? a o Gw w¢ 0�w<w, O—w¢w�awwza mw� ¢ z ¢wo c o zrnx�xx>ax?> = o Fw�u) mom w- N O— wz Z m wUI F�O O J C) (If N d O r7 N O 0 C 0 O N ¢ N ccq ¢ J z N W $ F- O c� Zlo Q1 M J~ LO O Q1 2 N00 .._. 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We hereby authorize City of Bremerton to date the Performance & Payment Bond, jurat and powers of attorney to coincide with the date of the contract. If you should have any questions or concerns, please call me at (314) 594-2700. Sincerely, J. W. Terrill, a arsh & McLennan Agency, LLC company Aidre crt y, Attorney -In -Fact Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company of America Travelers Casualty and Surety Companyj TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: l hat Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Andrea McCarthy, of Chesterfield, Missouri, their true and lawful Attorney -in -Fact 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. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. �W �•1�.� tY AHO �E bV�` y�ry Z State of Connecticut By: City of Hartford ss. Robert L. Raney, Se for Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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. In Witness Whereof, I hereunto set my hand and official seal. o f� My Commission expires the 30th day of June, 2021 TAN mAAx1 AJtT/�,Oy�1..� * p�pp ,t Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 shalt 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 Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance 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 remains in full force and effect. Dated this 15 day of Julie 2018 �ttr .�tY "Ha i k caaw co �t Kevin es, Assi, tant Secretary ro verify the authenticity of this Power of Attorney, please call us at 1-900-421-3880. Please refer to the above-named Attorney-in-fact and the details of the bond to which the power is attached. ACORD® CERTIFICATE OF LIABILITY INSURANCE 111 7/1/2019 DATE(MM/DD/YYYY) 6/20/2018 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 have ADDITIONAL INSURED provisions or 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 Lockton Companies Three City Place Drive, Suite 900 St, Louis MO 63141-7081 RECEIVED (314) 432-0500 l J 1uL _ 2 2 L018 LI tt CONTACT NAME: PHONE A/C, No, Ext): A/C, No ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A: XL Insurance America, Inc. 24554 INSURED Insituform Technologies, LLC 1347996 17988 Edison Avenue City Of Bremerton Chesterfield MO 63005 City Attorney's Offil INSURER B: ACE American Insurance Company 22667 saSURER C: Indemnity Insurance Co of North America 43575 INSURER D: Starr Indcmnity & Liability Company 38318 INSURER E: INSURER F: COVERAGES INSTE02 CERTIFICATE NL1MRFR: I i4294RN RFVISIr111 WI IMRFR• YYYYI'YY 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 LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A COMMERCIAL GENERAL LIABILITY X y y CGD300084903 7/1/2018 7/1/2019 EACH OCCURRENCE s 2,000,000 A CLAIMS -MADE OCCUR BROAD FORM PD/CONTRAC UAL PREMISESOERENTED oocu ence $ 1,000,000 MED EXP (Any oneperson) $ 10,000 X Indeoendt Contractor X XCU PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY �E� LOC PRODUCTS - COMP/OP AGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY y y ISA H25158945 7/1/2018 7/1/2019 Ea aocldeDtSINGLE LIMIT $ 5,000,000 X ANY AUTO BODILY INJURY (Per person) $ XXXy�� AUTOS ONLY SCHEDULED BODILY INJURY (Per accident $ )CXXY�YIXX HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ XXXXXXX $ XXXxCXX D UMBRELLA LIAB XOCCUR y y 1000095154181 7/1/2018 7/1/2019 EACH OCCURRENCE $ 10 000 000 X EXCESS UAB CLAIMS -MADE AGGREGATE $ 10 000 000 DED I I RETENTION $ $ XXXixXX $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N y WLRC65224987 (CA/MA) 7/1/2018 7/1/2019 PER OTH- X STATUTE ER C C ANY PROPRIETOR/PARTNDED? CUTIVE OFFICER/MEMBER EXCLUDED? N / A WLRC6522494A (AOS) (EXCLUDING MONOI�OLISTI 7/1/2018 ) 7/1/2019 E.L. EACH $ 1,000,000 E.L. DISEASE - EA EMPLOYEE 1,000,000 (Mandatory d ory in and Il yes, describe under E.L. DISEASE - POLICY LIMIT 1-000-000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSITUFORM JOB NO. 202276: 2018 SEWER REHABILITATION. CITY OF BREMERTON, ITS OFFICERS, ELECTED OFFICIALS, EMPLOYEES, AGENTS, AND VOLUNTEERS ARE ADDITIONAL INSUREDS UNDER GENERAL LIABILITY, AUTOMOBILE LIABILITY, EXCESS LIABILITY, AND CONTRACTOR'S POLLUTION LIABILITY WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT AND SOLELY FOR "COVERED OPERATIONS" PERFORMED BY OR ON BEHALF OF THE NAMED INSURED, ON A PRIMARY AND NON-CONTRIBUTORY BASIS WHERE APPLICABLE BY WRITTEN CONTRACT, BUT ONLY WITH RESPECT TO LIABILITY ARISING OUT OF THE NAMED INSURED'S OPERATIONS. CERTIFICATE HOLDER CANCELLATION See Attachments 15429480 CITY OF BREMERTON 345 6TH STREET, SUITE 100 BREMERTON WA 98337 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REPRESENTATIVE Q► ACORD 25 (2016/03) @ 1 988_-2&tKi50_AD't0W_0RATT0N. All rights reserved The ACORD name and logo are registered marks of ACORD ONTINUATION DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS (Use only if more space is required) WAIVER OF SUBROGATION APPLIES UNDER GENERAL LIABILITY, AUTOMOBILE LIABILITY, WORKERS' COMPENSATION WHERE PERMISSIBLE BY LAW, EXCESS LIABILITY, AND POLLUTION LIABILITY AS REQUIRED BY WRITTEN CONTRACT. ►CORD 25 (2016/03) Certificate Holder ID: 15429480 Attachment Code : D545910 Master ID: 1347996, Certificate ID: 15429480 i ! i CITY OF BREMERTON 345 6TH STREET, SUITE 100 BREMERTON WA 98337 To whom it may concern: In an effort to meet demand for more timely delivery of certificates, Lockton Companies now provides paperless delivery of Certificates of Insurance. Thank you for your patience and willingness to help lessen our environmental footprint. To ensure electronic delivery for future renewals of this certificate, we need your email address. Please contact us via one of the methods below, referencing the Certificate ID found at the top of this page. • Email: PCertificateglockton.com; • Phone: (866) 728-5657 (toll-free) Please notify us if this certificate is no longer needed. Thank you, Lockton Companies Lockton Companies Three CityPlace Dr, Suite 900 l St. Loris, MO 63141-7088 314-432-0500 / lockton.com Attachment Code: D544786 Certificate ID : 15429480 POLICY NUMBER: CGD300084903 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN VARIOUS AS REQUIRED PER WRITTEN CONTRACT. A WRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE AS AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN AGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 0413 © Insurance Services Office, Inc., 2012 Page 1 of 2 Attachment Code: D544786 Certificate ID : 15429480 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 04 13 Attachment Code: D544786 Certificate ID : 15429480 POLICY NUMBER: CGD300084903 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or anization s Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION THAT YOU ARE VARIOUS AS REQUIRED PER WRITTEN REQUIRED IN A WRITTEN CONTRACT OR CONTRACT. WRITTEN AGREEMENT TO INCLUDE AS AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY' OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN AGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. T t ��Q�i aPft� ss wig Arffg V%888ycable CG 20 37 04 13 0 Insurance Services Office, Inc., 2012 Page 1 of 1 Attachment Code: D544796 Certificate ID : 15429480 ENDORSEMENT # This endorsement, effective 12:01 a.m., 7/1/2018, forms a part of Policy No. CGD300084903 issued to AEGION CORPORATION By XL Insurance America, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY INSURANCE CLAUSE ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS COVERAGE PART It is agreed that to the extent that insurance is afforded to any Additional Insured under this policy, this insurance shall apply as primary and not contributing with any insurance carried by such Additional Insured, as required by written contract. All other terms and conditions of this policy remain unchanged. XIL 424 0605 ©, 2005, XL America, Inc. Attachment Code: D544456 Certificate ID : 15429480 ENDORSEMENT # This endorsement, effective 12:01 a.m., 7/1/2018, forms a part of Policy No. CGD300084903 issued to AEGION CORPORATION By XL Insurance America, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. Number of Days Name of Person(s) or Entity(ies) Mailing Address: Advanced Notice of Cancellation: AS PER SCHEDULE ON FILE WITH 30 THE COMPANY. All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. Attachment Code: D543763 Certificate ID : 15429480 NOTICE TO OTHERS ENDORSEMENT SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE Named Insure egion Uorporation Endorsement Number 54 Policy Symbol Policy Number Policy Period Effective Date of Endorsement ISA ISA 7/1/2018To 7/1/2019 H25158945 Issued By (Name of Insurance Company) ACE American Insurance Company Insert the policy number. The remainder of the information is to be completed only when this endorsement Is issued subsequent to the preparation of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. A. If we cancel this Policy prior to its expiration dale by notice to you or the first Named Insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will In turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply In the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. Authorized Representative ALL -32686 (01/11) Page 1 of 1 STATE OF WASHINGTON I F259 NOTICE TO THE OWNER R( Uu IMPORTANT: READ ALL PAGES OF THIS NOTICE CAREFULLY OCT 19 2018 PROTECT YOURSELF FROM PAYING TWICE t,.. The Name and Address of the Owner or Reputed Owner is: CERTIFIED# 71966575029026263493 CITY OF BREMERTON 345 SIXTH ST SUITE 600 BREMERTON, WA 98337 The Name and Address of the Original Contractor is: CERTIFIED# 71966575029026263509 INSITUFORM TECHNOLOGIES LLC 17988 EDISON AVE CHESTERFIELD, MO 63005 The Name and Address of the Reputed Lender and/or Bonding Company is: CERTIFIED# 71966575029026263516 TRAVELERS CASUALTY & SURETY CO OF AMERICA ATTN BOND CLAIM ONE TOWER SQUARE STE# 2S2B HARTFORD, CT 06183 The Name and Address of the Person with whom the Claimant has Contracted is: CERTIFIED# 71966575029026263523 INSITUFORM TECHNOLOGIES LLC 17988 EDISON AVE CHESTERFIELD, MO 63005 This Preliminary Notice has been completed by: HOFFMAN SOUTHWEST CORP. DBA PROFESSIONAL PIPE SERVICES -#69 28655 SW BOONES FERRY RD WILSONVILLE, OR 97070 aty (A ktnuneuton 1. The following is a general description of the labor, senric&itgoftff1ttif aftee materials furnished or to be furnished by the undersigned: CLEAN & CCN SERVICES 2. Estimated Price: $41,342.06 3. The name of the person who furnished that labor, service, equipment, or materials is: HOFFMAN SOUTHWEST CORP. DBA PROFESSIONAL PIPE SERVICES469 28655 SW BOONES FERRY RD WILSONVILLE, OR 97070 4. The name of the person who contracted for purchase of that labor, service, equipment,or material is: INSITUFORM TECHNOLOGIES LLC 17988 EDISON AVE CHESTERFIELD, MO 63005 5. The description of the jobsite is: 2018 SEWER REHAB EAGLE & SPRUCE BREMERTON WA EAGLE & SPRUCE BREMERTON WA BREMERTON WA {SUPPLEMENTAL NOTICE TO PRELIEN #11053782} {SUPPLEMENTAL NOTICE TO PRELIEN #11056042}❑ EAGLE & SPRUCE BREMERTON WA NOTICE TO PROPERTY OWNER THIS IS NOT A LIEN: This notice is sent to you to tell you who is providing professional services, materials, or equipment for the improvement of your property and to advise you of your rights of these persons and your responsibilities. Also, take note that laborers on your project may claim a lien without sending you a notice. OWNERIOCCUPIER OF EXISTING RESIDENTIAL PROPERTY Under Washington law, those who work on or provide materials for the repair, remodel, or alteration of your owner -occupied principal residence and who are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. The law limits the amount that a lien claimant can claim against your property. Claims can only be made against that portion of the contract you have not yet paid to your prime contractor as of the time you received this notice. Review this notice for more information and ways to avoid lien claims. COMMERCIAL AND/OR NEW RESIDENTIAL PROPERTY We have or will be providing labor, materials, professional services, or equipment for the improvement of your commercial or new residential project. In the event you or your contractor fail to pay us, we may file a lien against your property. A lien may be claimed for all materials, equipment, and professional services furnished after a date that is sixty days before the notice was given to you or mailed to you, unless improvement to your property is the construction of a new single-family residence, then ten days before this notice is given to you or mailed to you. I declare that I am authorized to file this claim on behalf of the claimant. I have read the foregoing document and know the contents thereof; the same is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed at Mesa, Arizona on 10/16/2018 for Hoffman Southwest Corp. dba Professional Pipe Services -i69. By: y� Lindsay Cline, Notice Preparer I declare that I served a copy of the above document, and any related documents, by (as required by law) first-class, certified or registered mail, postage prepaid, addressed to the above named parties, at the addresses listed above, on 10/16/2018. 1 declare under penalty of perjury that the foregoing is true and correct. Executed at Mesa, Arizona on 10/16/2018. By: �A Lindsay Cline, Notice Preparer Accurate Lien, 1853 South Horne, Suite 2, Mesa, AZ 85204 (480) 941-0844 Prelien #: 1309971 90192259 )�;,/Accuvate Lien 1853 South Horne, Suite 2 Mesa, AZ 85204 WA 1309971 6509 - 90192259 1 CM 1 1 CERTIFIED# 71966575029026263493 CITY OF BREMERTON 345 SIXTH ST SUITE 600 BREMERTON, WA 98337 lillllnlilllllll11llllll�llllllllll Important Information for your Protection This notice is sent to inform you that we have or will provide professional services, materials, or equipment for the repair, remodel, or alteration of your property. We expect to be paid by the person who ordered our services, but if we are not paid, we have the right to enforce our claim by filing a construction lien against your property. LEARN more about the lien laws and the meaning of this notice by discussing them with your contractor, suppliers, Department of Labor and Industries, the firm sending you this notice, your lender, or your attorney. COMMON METHODS TO AVOID CONSTRUCTION LIENS: There are several methods available to protect your property from construction liens. The following are two of the more commonly used methods: DUAL PAYCHECKS (Joint Checks): When paying your contractor for services or materials, you may make checks payable jointly to the contractor and the firms furnishing you this notice. LIEN RELEASES: You may require your contractor to provide lien releases signed by all the suppliers and subcontractors from whom you have received this notice. If they cannot obtain lien releases because you have not paid them, you may use the dual payee check method to protect yourself. You should take appropriate steps to protect your property from liens. Your prime contractor and your construction lender are required by law to give you written information about lien claims. If you have not received it, ask them for it. Accurate Lien, 1853 South Home, Suite 2, Mesa, AZ 86204 (480) 941-0844 Dear Owner/ Contractor/ Customer: Enclosed is'a preliminary notice that we have sent to our customer, the original contractor and the owner of the project to whom we have recently provided labor, materials, and/ or rental equipment. Accurate Construction Notice Service completes and mails this documentation on our behalf. This notice, however, is NOTA LIEN and is not recorded against your property. This notice is not a reflection of the credit worthiness or financial standing of our customer nor is it an indication of their ability or desire to pay us. It is our policy to serve a preliminary notice for projects where we have provided labor, materials, and/or rental equipment so that you, the contractor or owner, are aware of materials and/or equipment supplied to your job. By the time you receive this notice there is a possibility that some or all of your balance has been paid. Should you have any questions or concerns, please contact us directly at the information provided on the attached. If the attached document contains any inaccuracies please submit corrections to amends@accuratelien.com or fax: 866-858-9369. Attachment Code: D544740 Certificate ID : 15429480 Workers' Compensation and Employers' Liability Policy Named Insured EndorsementNumber AEGION CORPORATION 17988 EDISON AVENUE Policy Number CHESTERFIELD MO 63005 Symbol: WLR Number: WLRC6522494A (AOS) PolicyPeriod Effective Date of Endorsement 7/1/2018 TO 7/1/2019 7/1/2018 IssuedBy (Name of InsuranceCompany) Indemnity Insurance Co of North America Insert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. NOTICE TO OTHERS ENDORSEMENT — SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE A. If we cancel this Policy prior to its expiration date by notice to you or the first Named insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will in turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply in the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. This endorsement is not applicable in the states of AZ, FL, ID, ME, NC, NJ, NM, TX and WI. Authorized Representative WC 99 03 69 (01/11) Page 1 of 1 Attachment Code: D544807 Certificate ID : 15429480 Policy # 1000095154181 Starr Indemnity & Liability Company Dallas, TX 1-866-519-2522 9 NO CHANGES ❑ TO BE ADJUSTED AT AUDIT ADDITIONAL PREMIUM RETURN PREMIUM Endorsement Effective: 7/1/2018 Countersigned By: Named Insured: Aegion Corporation (Authorized Representative) POLICY CHANGES ENDORSEMENT DESCRIPTION A. Sub -paragraph 3. of item I. Other Insurance under SECTION IV CONDITIONS is replaced with the following: 3. Insurance held by a person(s) or organization(s) qualifying as an additional insured in "Underlying Insurance", but only when the written contract or agreement between you and the additional insured: a. Requires that your insurance be primary and not contribute with that of the additional insured; and b. Executed prior to the loss. In such case as described in sub -paragraph 3. above, we shall not seek contribution from the additional insured's primary or excess insurance for which they are a named insured for amounts payable under this insurance. All other terms, definitions, conditions and exclusions of this policy remain unchanged. Signed for the Company as of the Effective Date above: Attachment Code: D544757 Certificate ID : 15429480 Starr Indemnity & liability Company Dallas, TX 1-866-519-2522 Policy Number: 1000095154181 Named Insured: Aegion Corporation SCHEDULE Number Of Days' Notice 90 Earlier Notice of Cancellation Provided by US Effective Date: 7/1/2018 at 12:01 A.M. For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation, as provided in Paragraph 2. of either the Cancellation Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in the Schedule above. All other terms and conditions of this Policy remain unchanged. Signed for the company as of the Effective Date above: Charles H. Dangelo, President Nehemiah E. Ginsburg, GeneralCounsel XS 147 (10108) Page 1 of 1 Copyright (0 C. V. Starr 8 Company and Starr Indemnity 8 Liability Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc.. used with Its permission. ACC)REY CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `� 7/1/2021 6/23/2020 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 INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or 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 holW,IV V@&@4uch endorsement(s). PRODUCER Lockton Companies t"(CVGI Y IL—` Three City Place Drive, Suite 900 St, Louis MO 63141-7081 (314) 43M500 JUL 0 6 2020 INSURED Insituform Technologies, LLC Glry oT ote"'�""" wsuRER e : ACE American Insurance Com an 22667 1347996 17988 Edison Avenue Risk Management Chesterfield MO 63005 INSURER C : Indemnity Insurance Co of North America 43575 INSURER D : Starr Indemnity & Liability Company 38318 INSURER E : INSURER F : CnVFRAGFS INST_170? CFRTIFICATF NIIMBFR 1 5429490 REVISION NUMBER: XXXXXXX 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 LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MMIDD/YYYY LIMITS A A `r A COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR X❑ Independt Contractor Y Y CGD300084905 BROAD FORM PD/CONTRAC 7/1/2020 UAL 7/1/2021 EACH OCCURRENCE 25000000 DAMAGE TO RENTED PREMISES Ea occurrence 150005000 MED EXP (Any oneperson) 10,000 X PERSONAL & ADV INJURY $ 29000,000 X XCU GENERAL AGGREGATE $ 4,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JE�FX] LOC OTHER: PRODUCTS - COMP/OP AGG $ 4,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY Y Y ISA H25302540 7/1/2020 7/1/2021 Ea accidentSINGLE LIMIT $ 5,000,000 BODILY INJURY (Per person) $ XXXXXXX BODILY INJURY (Per accident $ XXXXXXX I PROPERTY DAMAGE Per accident $ XXXXXXX $XXXXXXX D UMBRELLALIAB EXCESS LIAR X OCCUR CLAIMS -MADE Y Y 1000095154201 7/1/2020 7/1/2021 EACH OCCURRENCE $ 1090005000 X AGGREGATE $ 10 000 000 DED RETENTION $ $ XXXXXXX BWORKERS C C COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? N❑ (Mandatory in NH) If yes, descnbe under DESCRIPTION OF OPERATIONS below NIA Y WLRC67457262 CA/MA) WLRC67457225 (CA/MA) (EXCLUDING MONOPOLISTIC) 7/1/2020 7/1/2020 7/1/2021 7/1/2021 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE 1,000,000 E.L. DISEASE - POLICY LIMIT S 1 p05000 DESCRIPTION OF OPERATI6NS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSITUFORM JOB NO. 202276: 2018 SEWER REHABILITATION. CITY OF BREMERTON, ITS OFFICERS, ELECTED OFFICIALS, EMPLOYEES, AGENTS, AND VOLUNTEERS ARE ADDITIONAL INSUREDS UNDER GENERAL LIABILITY, AUTOMOBILE LIABILITY, EXCESS LIABILITY, AND CONTRACTOR'S POLLUTION LIABILITY WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT AND SOLELY FOR "COVERED OPERATIONS" PERFORMED BY OR ON BEHALF OF THE NAMED INSURED, ON A PRIMARY AND NON-CONTRIBUTORY BASIS WHERE APPLICABLE BY WRITTEN CONTRACT, BUT ONLY WITH RESPECT TO LIABILITY ARISING OUT OF THE NAMED INSURED'S OPERATIONS, CERTIFICATE HOLDER CANCELLATION See Attachments 15429480 CITY OF BREMERTON 345 6TH STREET, SUITE 100 WA 98337 BREMERTON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) ©19883C"F�ACORD COR�ORATidN. All rights reserved The ACORD name and logo are registered marks of ACORD CONTINUATION DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS (Use only if more space is required) WAIVER OF SUBROGATION APPLIES UNDER GENERAL LIABILITY, AUTOMOBILE LIABILITY, WORKERS' COMPENSATION WHERE PERMISSIBLE BY LAW, EXCESS LIABILITY, AND POLLUTION LIABILITY AS REQUIRED BY WRITTEN CONTRACT, ACORD 25 (2016103) Certificate Holder ID: 15429480 Attachment Code : D545910 Master ID: 1347996, Certificate ID: 15429480 CITY OF BREMERTON 345 6TH STREET, SUITE 100 BREMERTON WA 98337 To whom it may concern: In our continuing effort to provide timely certificate delivery, Lockton Companies is transitioning to paperless delivery of Certificates of Insurance. To ensure electronic delivery for future renewals of this certificate, we need your email address. Please contact us via one of the methods below, referencing Certificate ID 154294800 Email: STL-edelivery@lockton.com Phone: (866) 728-5657 (toll -free) If you received this certificate through an Internet link where the current certificate is viewable, we have your email and no further action is needed. In the event your mailing address has changed, will change in the future, or you no longer require this certificate, please let us know using one of the methods above. The above inbox is for providing e-Delivery email addresses for next year's renewal certificates ONLY. Your information will be input within 90 days. Thank you for your cooperation and willingness in reducing our environmental footprint. Lockton Companies Lockton Companies Three: C'itvl'I��ce 1)r, `quite 900 % fit. Louis, iv1C> Cal 1(-7088 314-432-0500 / locicton.com Attachment Code : D544786 Certificate ID : 15429480 POLICY NUMBER: CGD300084905 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS -SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons) Or Or anization s Locations Of Covered O erations NY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN VARIOUS AS REQUIRED PER WRITTEN CONTRACT WRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE S AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN GREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS. Information re uired to com lete this Schedule if not shown above will be shown in the A. Section II —Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the persons) or additional insureds, the following additional organizations) shown in the Schedule, but only exclusions apply: with respect to liability for "bodily injury", "property This insurance does not apply to "bodily injury" or damage" or "personal and advertising injury" "property damage" occurring after: caused, in whole or in part, by: 1. Your acts or omissions; or 1. All work, including materials, parts or equipment furnished in connection with such 2. The acts or omissions of those acting on your work, on the project (other than service, behalf; maintenance or repairs) to be performed by or in the performance of your ongoing operations for on behalf of the additional insureds) at the the additional insureds) at the locations) location of the covered operations has been designated above. completed; or However: 2. That portion of "your work" out of which the 1. The insurance afforded to such additional injury or damage arises has been put to its insured only applies to the extent permitted by intended use by any person or organization other than another contractor or subcontractor law; and engaged in performing operations for a 2. If coverage provided to the additional insured principal as a part of the same project. is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 10 12 19 ©Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code : D544786 Certificate ID : 15429480 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 ©Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code : D544786 Certificate ID : 15429480 POLICY NUMBER: CGD300084905 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE AS VARIOUS AS REQUIRED PER THE WRITTEN CONTRACT. N ADDITIONAL INSURED PROVIDED THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN AGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS. Information required to complete this Schedule, if not shown above will be shown in the A. Section 11—Who Is An Insured is amended to include as an additional insured the persons) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 ©Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code : D544796 Certificate ID : 15429480 ENDORSEMENT # This endorsement, effective 12:01 a.m., 7/1/2020, forms a part of Policy No. CGD300084905 By XL Insurance America, Inc. issued to AEGION CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY INSURANCE CLAUSE ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS COVERAGE It is agreed that to the extent that insurance is afforded to any Additional Insured under this policy, this insurance shall apply as primary and not contributing with any insurance carried by such Additional Insured, as required by written contract. All other terms and conditions of this policy remain unchanged. XI L 424 0605 ©, 2005, XL America, Inc. Attachment Code : D544456 Certificate ID : 15429480 ENDORSEMENT # This endorsement, effective 12:01 a.m., 7/1/2020, forms a part of Policy No. CGD300084905 By XL Insurance America, Inc. issued to AEGION CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification Number of Days Advanced Name of Person(s) or Entity(ies) Mailing Address: Notice of Cancellation: AS PER SCHEDULE ON FILE WITH 30 THE COMPANY. All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. Attachment Code : D543763 Certificate ID : 15429480 NOTICE TO OTHERS ENDORSEMENT SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE Named Insured Aegion Corporation Policy Symbol Policy Number I SA I SA H25302540 Policy Period 7/1 /2020To 7/1 /2021 Issued By (Name of Insurance Company) ACE American Insurance Company Insert the policy number. The remainder of the information is to the policy. Effective Date of Endorsement when this endorsement Is issued subsequent to the THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. A. If we cancel this Policy prior to its expiration dale by notice to you or the first Named Insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. Co We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will In turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply In the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. Authorized Representative ALL-32686 (01/11) Page 1 of 1 Attachment Code : D544740 Certificate ID : 15429480 Named Insured AEGION CORPORATION 17988 EDISON AVENUE CHESTERFIELD MO 63005 PolicyPeriod 7/1/2020 TO 7/1/2021 Workers' Compensation and EmployersLiability Policy EndorsementNumber Policy Number Symbol: WLR Number: WLRC67457225 (AOS) Effective Date of Endorsement 7/1/2020 IssuedBy (Name of InsuranceCompany) Indemnity Insurance Co of North America Insert the oolicv number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. NOTICE TO OTHERS ENDORSEMENT —SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE A. If we cancel this Policy prior to its expiration date by notice to you or the first Named insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organizations) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will in turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply in the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. This endorsement is not applicable in the states of AZ, FL, ID, ME, NC, NJ, NM, TX and WI. Authorized Representative WC 99 03 69 (01/11) 0age 1 of 1 Attachment Code : D544807 Certificate ID : 15429480 Policy IF 1000095154201 Starr Indemnity & Liability Company Dallas, TX 1-866-519-2522 ❑x NO CHANGES ❑ TO BE ADJUSTED AT AUDIT ADDITIONAL PREMIUM RETURN PREMIUM Endorsement Effective: 7/1/2020 1 Countersigned By: Named Insured: Aegion Corporation (Authorized Representative) POLICY CHANGES ENDORSEMENT DESCRIPTION A. Sub -paragraph 3. of item I. Other Insurance under SECTION IV CONDITIONS is replaced with the following: 3. Insurance held by a persons) or organizations) qualifying as an additional insured in "Underlying Insurance", but only when the written contract or agreement between you and the additional insured: a. Requires that your insurance be primary and not contribute with that of the additional insured; and b. Executed prior to the loss. In such case as described in sub -paragraph 3. above, we shall not seek contribution from the additional insured's primary or excess insurance for which they are a named insured for amounts payable under this insurance. All other terms, definitions, conditions and exclusions of this policy remain unchanged. Signed for the Company as of the Effective Date above: Attachment Code : D544757 Certificate ID : 15429480 1111, 1XIMM 111, 1111111 11, 111 • Dallas, TX 1-866-519-2522 Policy Number: 1000095154201 Named Insured: Aegion Corporation SCHEDULE Number Of Days' Notice 90 Earlier Notice U1 Cancellation Provided by US Effective Date: 7/1/2020 at 12:01 A.M. For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation, as provided in Paragraph 2. of either the Cancellation Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in the Schedule above. All other terms and conditions of this Policy remain unchanged. Signed for the company as of the Effective Date above: Charles H. Dangelo, President Nehemiah E. Ginsburg, GeneralCounsel XS 147 (10108) Page 1 of 1 Copyright (0 C. V. Starr 8 Company and Starr Indemnity 8 liability Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc.. used with Its permission. �1 oRo` CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 7/1/2022 6/23/2021 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 INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or 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 Lockton Companies Three City Place Drive, Suite 900 13 V E® St. Louis MO 63141J081 Cv (314) 432-0500 .JUL 0 6 202 INSURED Insituform Technologies, LLC 1347996 17988 Edison Avenue City of Bremerton IN Chesterfield MO 63005 Risk Management I IN C0VPRAr;F14 TNCTFn? CPRTIFICGTP NI IMRPR• 1 5d79dRO suRER c : Indemni Insurance Co of North America 43575 SLIRFR n • Starr Indemnitv & Liability COmnanV 3R31 R 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. 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 LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF IMMIDDIYYYY POLICY EXP MM/DD/YYYY LIMITS A A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX] OCCUR Independt Contractor Y Y CGD300084906 BROAD FORM PD/CONTRAC 7/1/2021 UAL 7/1/2022 EACH OCCURRENCE 2 OOO 000 DAMAGE TO RENTED PREMISES Ea occurrence 1 OOO OOO X MED EXP (Any oneperson) 10 000 X XCU PERSONAL & ADV INJURY $ 2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECT LOC OTHER: GENERAL AGGREGATE $ 4 000 OOO PRODUCTS - COMP/OP AGG $ 4 000 000 $ B AUTOMOBILE LIABILITY ANY AUTO AUTOS ONLY SCHEDULED AUTOS ONLY AUUTOS ONLY Y Y WIS H2554867A 7/1/2021 7/1/2022 COMBINED SINGLE LIMIT Ea accident $ $ 5 000 5 000 X BODILY INJURY (Per person) $ X�}{X BODILY INJURY (Per accident $ X}{X'xxxx (Per accdenDAMAGE $ XXXXXXX $XXXXXXX 10 UMBRELLA LIAB EXCESS LIAB CLAIMS -MADE Y Y 1000095154211 7/1/2021 7/1/2022 EACH OCCURRENCE $ 1 O 000 O00 X NOCCUR AGGREGATE $ 1 O 000 O00 DED RETENTION $ $ XXXXXXX B C C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICERIMEMBER EXCLUDED? N❑ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A Y WLRC67822389 CA/MA) WL'RC67822341 AOS) (EXCLUDING M NOPOLISTI I 7/1/2021 7/1/2021 ) 7/1/2022 7/1/2022 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE Is 1,000,000 E.L. DISEASE. POLICY LIMIT Is 11000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSITUFORM JOB NO. 202276: 2018 SEWER REHABILITATION. CITY OF BREMERTON, ITS OFFICERS, ELECTED OFFICIALS, EMPLOYEES, AGENTS, AND VOLUNTEERS ARE ADDITIONAL INSUREDS UNDER GENERAL LIABILITY, AUTOMOBILE LIABILITY, EXCESS LIABILITY, AND CONTRACTOR'S POLLUTION LIABILITY WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT AND SOLELY FOR "COVERED OPERATIONS" PERFORMED BY OR ON BEHALF OF THE NAMED INSURED, ON A PRIMARY AND NON-CONTRIBUTORY BASIS WHERE APPLICABLE BY WRITTEN CONTRACT, BUT ONLY WITH RESPECT TO LIABILITY ARISING OUT OF THE NAMED INSURED'S OPERATIONS. CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 15429480 AUTHORIZED REPRESENTATIVE CITY OF BREMERTON 345 6TH STREET, SUITE 100 BREMERTON WA 98337 ACORD 25 (2016/03) ©1988CORD COR�ORA1i0N. All rights reserved The ACORD name and logo are registered marks of ACORD CONTINUATION DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS (Use only if more space is required) WAIVER OF SUBROGATION APPLIES UNDER GENERAL LIABILITY, AUTOMOBILE LIABILITY, WORKERS' COMPENSATION WHERE PERMISSIBLE BY LAW, EXCESS LIABILITY, AND POLLUTION LIABILITY AS REQUIRED BY WRITTEN CONTRACT. ACORD 25 (2016/03) Certificate Holder ID: 15429480 Attachment Code: D592023 Master ID: 1347996, Certificate ID: 15429480 CITY OF BREMERTON 345 6TH STREET, SUITE 100 BREMERTON WA 98337 To whom it may concern: In our continued effort to provide timely certificate delivery, Lockton Companies is transitioning to paperless delivery of Certificates of Insurance going forward. To ensure future renewals of this certificate, we need your email address. Please contact us via one of the methods below, referencing Certificate ID 15429480 Email: stl-edeiivery@lockton.com Phone: (866) 728-5657 (toll -free) If we do not receive your email address via one of the above methods prior to the client's next renewal, we will assume you no longer need the certificate. If you received this certificate through an Internet link where the current certificate is viewable, we have your email and no further action is needed. The above inbox is for collecting email addresses for renewal electronic certificate delivery ONLY. You will not receive a response from this inbox. Thank you for your cooperation. Lockton Companies Lockton Companies Three C'ityPlace hi,r, Suite 9001 St. Louis, I�/i0 63I41-70g� 314-432-0�00 / lockton.com Attachment Code : D544786 Certificate ID : 15429480 POLICY NUMBER: CGD300084906 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN VARIOUS AS REQUIRED PER WRITTEN CONTRACT WRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE S AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN AGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS. Information required to complete this Schedule, if not shown above will be shown in the A. Section II —Who Is An Insured is amended to include as an additional insured the persons) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. Your acts or omissions; or 1. All work, including materials, parts or equipment furnished in connection with such 2. The acts or omissions of those acting on your work, on the project (other than service, behalf; maintenance or repairs) to be performed by or in the performance of your ongoing operations for on behalf of the additional insured(s) at the the additional insured(s) at the location(s) location of the covered operations has been designated above, completed; or However: 2. That portion of "your work" out of which the 1. The insurance afforded to such additional injury or damage arises has been put to its insured only applies to the extent permitted by intended use by any person or organization law; and other than another contractor or subcontractor engaged in performing operations for a 2. If coverage provided to the additional insured principal as a part of the same project. is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 10 12 19 ©Insurance Services Office, Inc., 2018 Page 1 of 2 Attachment Code : D544786 Certificate ID : 15429480 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under insurance; whichever is less. the applicable limits of This endorsement shall not increase applicable limits of insurance. Page 2 of 2 ©Insurance Services Office, Inc., 2018 CG 20 10 12 19 Attachment Code: D544786 Certificate ID : 15429480 POLICY NUMBER: CGD300084906 COMMERCIAL GENERAL LIABILITY CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oraani*7n+1qn1p1 Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN A WRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE AS VARIOUS AS REQUIRED PER THE WRITTEN CONTRACT, N ADDITIONAL INSURED PROVIDED THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN AGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS. Information required to complete this Schedule, if not shown above, will be shown in the A. Section II —Who Is An Insured is amended to include as an additional insured the persons) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section I11— Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 ©Insurance Services Office, Inc., 2018 Page 1 of 1 Attachment Code: D544796 Certificate ID : 15429480 ENDORSEMENT # This endorsement, effective 12:01 a.m., I/1/2021, forms a part of Policy No. CGD300084906 By XL Insurance America, Inc. issued to AEGION CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY INSURANCE CLAUSE ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS COVERAGE WARM It is agreed that to the extent that insurance is afforded to any Additional Insured under this policy, this insurance shall apply as primary and not contributing with any insurance carried by such Additional Insured, as required by written contract. All other terms and conditions of this policy remain unchanged. XI L 424 0605 ©, 2005, XL America, Inc. Attachment Code : D544456 Certificate ID : 15429480 ENDORSEMENT # This endorsement, effective 12:01 a.m., 7/1/2021, forms a part of Policy No. CGD300084906 By XL Insurance America, Inc. issued to AEGION CORPORATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification Number of Days Name of Person(s) or Entity(ies) Mailing Address: Advanced Notice of Cancellation: AS PER SCHEDULE ON FILE WITH 30 THE COMPANY. 11 All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. Attachment Code : D543763 Certificate ID : 15429480 NOTICE TO OTHERS ENDORSEMENT SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE Named Insured Aegion Corporation Policy Symbol Policy Number Policy Period Effective Date of Endorsement ISA WIS 7/1/2021To 7/1/2022 H2554867A Issued By (Name of Insurance Company) ACE American Insurance Company Insert the policy number. The remainder of the information is to be completed only when this endorsement Is issued subsequent to the preparation of the policy. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. A. If we cancel this Policy prior to its expiration dale by notice to you or the first Named Insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. Co We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will In turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply In the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. Authorized Representative ALL-32686 (01/11) Page 1 of 1 Attachment Code : D544740 Certificate ID : 15429480 Workers' Compensation and Employers' Liability Policy Named Insured AEGION CORPORATION 17988 EDISON AVENUE CHESTERFIELD MO 63005 PolicyPeriod 7/1 /2021 TO 7/1 /2022 IssuedBy (Name of InsuranceCompany) Indemnity Insurance Co of North America EndorsementNumber Policy Number Symbol: WLR Number: WLRC67822341 (AOS) Effective Date of Endorsement 7/1 /2021 NOTICE TO OTHERS ENDORSEMENT —SCHEDULE NOTICE BY INSURED'S REPRESENTATIVE A. If we cancel this Policy prior to its expiration date by notice to you or the first Named insured for any reason other than nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our notice to you or the first Named Insured, and any other party whom we are required to notify by statute and in accordance with the cancellation provisions of the Policy. B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy notification to the persons) or organizations) named in the Schedule in the event of a pending cancellation of coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any cancellation of the Policy. C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information that you or your representative may use. D. We will only be responsible for sending such notice to your representative, and your representative will in turn send the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the Schedule. E. This endorsement does not apply in the event that you cancel the Policy. All other terms and conditions of this Policy remain unchanged. This endorsement is not applicable in the states of AZ, FL, ID, ME, NC, NJ, NM, TX and Al. Authorized Representative WC 99 03 69 (01/11) Page 1 of 1 Attachment Code: D544807 Certificate ID : 15429480 Policy # 1000095154211 Starr Indemnity & Liability Company Dallas, TX 1-866-519-2522 ❑X NO CHANGES ❑ TO BE ADJUSTED AT AUDIT ADDITIONAL PREMIUM RETURN PREMIUM Endorsement Effective: 7/1/2021 Countersigned By: Named Insured: Aegion Corporation (Authorized Representative) POLICY CHANGES ENDORSEMENT DESCRIPTION A. Sub -paragraph 3. of item I. Other Insurance under SECTION IV CONDITIONS is replaced with the following: 3. Insurance held by a persons) or organization(s)gualifying as an additional insured in "Underlying Insurance", but only when the written contract or agreement between you and the additional insured: a. Requires that your insurance be primary and not contribute with that of the additional insured; and b. Executed prior to the loss. In such case as described in sub -paragraph 3. above, we shall not seek contribution from the additional insured's primary or excess insurance for which they are a hamed insured for amounts payable under this insurance. All other terms, definitions, conditions and exclusions of this policy remain unchanged. Signed for the Company as of the Effective Date above: 757 Certificate ID : 15429480 Carr Indemnity & Liability Company Dallas, TX koou6 519-2522 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. Notice of Cancellation or Nonrenewal to Designated Additional Insured Policy Number: 1000095154211 Named Insured: Aegion Corporation Effective Date: 7/1/2021 at 12:01 A.M. This endorsement modifies insurance provided under the following: EXCESS LIABILITY POLICY FORM ADDITIONAL ENTITY RECEIVING NOTICE OF CANCELLATION OR NONRENEWAL NAME: Where Required By Written Contract ADDRESS: Where Required By Written Contract CANCELLATION: Number of Days Notice: 30 WHEN WE DO NOT RENEW (Nonrenewal): Number of Days Notice: 30 The following is added to the Cancellation Condition, When We Do Not Renew Condition or as amended by an applicable state cancellation/nonrenewal endorsement: If we cancel or do not renew the Named Insured's policy for any statutorily permitted reason, other than nonpayment of premium, we will mail written notice of such cancellation or nonrenewal to the additional person or organization designated in the Schedule above. The Number of Days Notice indicated in the Schedule above is the minimum number of days we will mail notice to the person or organization designated above before the effective date of such cancellation or nonrenewal All other terms and conditions of this Policy remain unchanged. Signed for the Company as of the Effective Date above: Steve Blakey, President Nehemiah E. Ginsburg, General Wounsel XS 106 (04/11) Copyright ©C. V. Starr &Company and Starr Indemnity 8 Liability Company. All rights reserved. Includes copyrighted material of ISO Properties, Inc., used with its permission. Page 1 of 1