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HomeMy WebLinkAboutC-8901-1 - Contract for the Improvement of Public Work Jamboree Road and University Drive 16-Inch Valve Replacement0 CONTRACT FOR THE IMPROVEMENT OF PUBLIC WORK JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACEMENT ' WITH GCI CONSTRUCTION, INC. THIS CONTRACT FOR THE IMPROVEMENT OF PUBLIC WORK ("Contract") is made and entered into as of this 4th day of August, 2022 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and GCI Construction, Inc., a California corporation ("Contractor"), whose principal place of business is 1031 Calle Recodo, Suite D., San Clemente, California 92673, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City desires to engage Contractor to perform the work necessary for the completion of this contract, including traffic control, removal of existing deteriorated valves and interfering portions of existing pipe, fittings, concrete thrust block and appurtenances, installation of (3) new 16-inch RWGV's, piping and fittings, potholing, excavation, shoring, dewatering, backfilling, pavement restoration, and striping, as more fully described in the Contract Documents ("Project"). C. City has solicited and received a proposal from Contractor and desires to retain Contractor to render services under the terms and conditions set forth in this Contract. D. Contractor has examined the location of all proposed work, carefully reviewed and evaluated the specifications set forth by City for the Project, and is familiar with all conditions relevant to the performance of services and has committed to perform all work required for the price specified in this Contract over a period of 15 Consecutive days commencing upon issuance of the "Notice to Proceed". NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. TERM The term of this Contract shall commence on the Effective Date and shall terminate on August 1, 2023, unless terminated earlier as provided for herein. 2. SCOPE OF WORK 2.1. Contract Documents. The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, and Designation of Subcontractors, attached hereto as Exhibit A; Proposal, attached hereto as Exhibit B; Insurance Requirements, attached hereto as Exhibit C; Labor and Materials Payment Bond attached hereto as Exhibit D; Faithful Performance Bond, attached hereto as Exhibit E; all Project Permits; the Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 8901-1; Standard Specifications for Public Works Construction (current adopted edition and all supplements); and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"). Exhibits A, B, C, D and E, and all other named Contract Documents, are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2.2. Scope of Work. Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project as identified in the Contract Documents ("Work" or "Services"). 2.3. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. TIME OF PERFORMANCE 3.1. Time is of the essence in the performance of Work under this Contract and Contractor shall complete the Work within 15 Consecutive days from the date of issuance of the "Notice to Proceed." Failure to complete the Work in the time allotted may result in termination of the Contract by City and assessment of damages as outlined in Section 3.2. 3.2. The parties agree that it is extremely difficult and impractical to determine and fix the actual damages that City will sustain should Contractor fail to complete the Project within the time allowed. Should Contractor fail to complete the Work called for in this Contract within 15 Consecutive days from the date of issuance of the Notice to Proceed, Contractor agrees to the deduction of liquidated damages in the sum of One Thousand Dollars ($1,000.00) for each calendar day beyond the date scheduled for completion. 4. COMPENSATION 4.1. As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of One Hundred Nineteen Thousand Five Hundred Dollars ($119,500.00), less any money deducted pursuant to Section 3.2. Contractor shall not receive any additional compensation unless approved in writing in advance by City's Project Administrator as defined herein. City shall make full payment to Contractor no later than thirty (30) calendar days after acceptance of the Work by City. GCI Construction, Inc. Page 2 4.2. This compensation includes: 4.2.1. Any loss or damage arising from the nature of the Work; 4.2.2. Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 4.2.3. Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 5. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Alan Aristondo to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 6. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Director of Public Works, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Services to be rendered pursuant to this Contract. 7. TYPE AND INSTALLATION OF MATERIALS/STANDARD OF CARE 7.1. Contractor shall use only the standard materials and equipment as described in the Contract Documents in performing Work under this Contract. Any deviation from the materials or equipment described in the Contract Documents shall not be utilized unless approved in advance by the Project Administrator. 7.2. Contractor shall comply with the terms and conditions of the Contract Documents. 7.3. All of the Work shall be performed by Contractor or under Contractor's supervision. Contractor represents that it possesses the personnel required to perform the Services required by this Contract, and that it will perform all Work in a manner commensurate with community professional standards and with the ordinary degree of skill and care that would be used by other reasonably competent practitioners of the same discipline under similar circumstances. 7.4. All Services shall be performed by qualified and experienced personnel who are not employed by City, nor have any contractual relationship with City. By delivery of completed Work, Contractor certifies that the Work conforms to the requirements of this GCI Construction, Inc. Page 3 Contract, all applicable federal, state and local laws, and legally recognized professional standards. 7.5. Contractor represents and warrants to City that it has, shall obtain, and shall keep in full force and effect during the term hereof, at its sole cost and expense, all licenses, permits, qualifications, insurance and approvals of whatsoever nature that is legally required of Contractor to practice its profession. Contractor shall maintain a City of Newport Beach business license during the term of this Contract. 7.6. Contractor shall not be responsible for delay, nor shall Contractor be responsible for damages or be in default or deemed to be in default by reason of strikes, lockouts, accidents, acts of God, or the failure of City to furnish timely information or to approve or disapprove Contractor's Work promptly, or delay or faulty performance by City, contractors, or governmental agencies. 8. CHANGE ORDERS 8.1. This Contract may be amended or modified only by mutual written agreement of the parties. 8.2. The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 8.3. There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 9. RESPONSIBILITY FOR DAMAGES OR INJURY 9.1. City and its elected or appointed officers, agents, officials, employees and volunteers shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 9.2. Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project, or the Work of any subcontractor or supplier selected by Contractor. 9.3. To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees and volunteers (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' GCI Construction, Inc. Page 4 fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 9.4. Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 9.5. Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 9.6. To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 9.7. Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 9.8. The rights and obligations set forth in this Section shall survive the termination of this Contract. 10. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. GCI Construction, Inc. Page 5 11. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with Contractor on the Project. 12. CITY POLICY Contractor shall discuss and review all matters relating to policy and Project direction with City's Project Administrator in advance of all critical decision points in order to ensure the Project proceeds in a manner consistent with City goals and policies. 13. PROGRESS Contractor is responsible for keeping the Project Administrator and/or designee informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings have been scheduled or are desired. 14. BONDING 14.1. Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit E and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit D and incorporated herein by reference. 14.2. The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 14.3. Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 15. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in this Contract, policies of insurance of the GCI Construction, Inc. Page 6 type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C and incorporated herein by reference. 16. PREVAILING WAGES Pursuant to the applicable provisions of the Labor Code of the State of California, not less than the general prevailing rate of perdiem wages including legal holidays and overtime Work for each craft or type of workman needed to execute the Work contemplated under the Contract shall be paid to all workmen employed on the Work to be done according to the Contract by the Contractor and any subcontractor. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of perdiem wages in the locality in which the Work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the Contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. The Contractor is required to obtain the wage determinations from the Department of Industrial Relations and post at the job site the prevailing rate or per diem wages. It shall be the obligation of the Contractor or any subcontractor under him/her to comply with all State of California labor laws, rules and regulations and the parties agree that the City shall not be liable for any violation thereof. 17. PREVAILING WAGES If both the Davis -Bacon Act and State of California prevailing wage laws apply and the federal and state prevailing rate of per diem wages differ, Contractor and subcontractor, if any, shall pay the higher of the two rates. Said prevailing rate of per diem wages are on file at the City, Office of the City Clerk, 100 Civic Center Drive, Newport Beach, California 92660, and are available to any interested party on request. 18. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the Work to be performed under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or co -tenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 19. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Proposal attached as Exhibit B. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor GCI Construction, Inc. Page 7 other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City. 20. OWNERSHIP OF DOCUMENTS 20.1. Each and every report, draft, map, record, plan, document and other writing produced (hereinafter "Documents"), prepared or caused to be prepared by Contractor, its officers, employees, agents and subcontractors, in the course of implementing this Contract, shall become the exclusive property of City, and City shall have the sole right to use such materials in its discretion without further compensation to Contractor or any other party. Contractor shall, at Contractor's expense, provide such Documents to City upon prior written request. 20.2. Documents, including drawings and specifications, prepared by Contractor pursuant to this Contract, are not intended or represented to be suitable for reuse by City or others on any other project. Any use of completed Documents for other projects and any use of incomplete Documents without specific written authorization from Contractor will be at City's sole risk and without liability to Contractor. Further, any and all liability arising out of changes made to Contractor's deliverables under this Contract by City or persons other than Contractor is waived against Contractor and City assumes full responsibility for such changes unless City has given Contractor prior notice and has received from Contractor written consent for such changes. 21. RECORDS Contractor shall keep records and invoices in connection with the Work to be performed under this Contract. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Contract and any Services, expenditures and disbursements charged to City, for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor under this Contract. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of City to examine, audit and make transcripts or copies of such records and invoices during regular business hours. Contractor shall allow inspection of all Work, documents, proceedings and activities related to the Contract for a period of three (3) years from the date of final payment to Contractor under this Contract. 22. WITHHOLDINGS City may withhold payment to Contractor of any disputed sums until satisfaction of the dispute with respect to such payment. Such withholding shall not be deemed to constitute a failure to pay according to the terms of this Contract. Contractor shall not discontinue Work as a result of such withholding. Contractor shall have an immediate right to appeal to the City Manager or designee with respect to such disputed sums. Contractor shall be entitled to receive interest on any withheld sums at the rate of return that City earned GCI Construction, Inc. Page 8 on its investments during the time period, from the date of withholding of any amounts found to have been improperly withheld. 23. CONFLICTS OF INTEREST 23.1. Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seq., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 23.2. If subject to the Act and/or Government Code §§ 1090 et seq., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. 24. NOTICES 24.1. All notices, demands, requests or approvals to be given under the terms of this Contract shall be given in writing, to City by Contractor and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 24.2. All notices, demands, requests or approvals from Contractor to City shall be addressed to City at- Attn: Director of Public Works Public Works Department City of Newport Beach 100 Civic Center Drive PO Box 1768 Newport Beach, CA 92658 24.3. All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attn: Alan Aristondo GCI Construction, Inc. 1031 Calle Recodo, Suite D San Clemente, CA 92673 25. NOTICE OF CLAIMS 25.1. Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to GCI Construction, Inc. Page 9 City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract, except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Govt. Code §§ 900 et seq.). 25.2. To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 26. TERMINATION 26.1. In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. 26.2. Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 27. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project Site as defined by the Contract Documents, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. GCI Construction, Inc. Page 10 28. STANDARD PROVISIONS 28.1. Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 28.2. Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator and City. 28.3. Waiver. A waiver by either party of any breach, of any term, covenant or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition contained herein, whether of the same or a different character. 28.4. Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 28.5. Conflicts or Inconsistencies. inconsistencies between this Contract and terms of this Contract shall govern. In the event there are any conflicts or any other attachments attached hereto, the 28.6. Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. 28.7. Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 28.8. Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 28.9. Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 28.10. Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, GCI Construction, Inc. Page 11 ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 28.11. No Attorney's Fees. In the event of any dispute or legal action arising under this Contractor, the prevailing party shall not be entitled to attorneys' fees. 28.12. Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one and the same instrument. [SIGNATURES ON NEXT PAGE] GCI Construction, Inc. Page 12 IN WITNESS WHEREOF, the parties have caused this Contract to be executed on the dates written below. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: �5/ L1 &Z- By: > jr n C. Harp '� fty Attorney ATTEST: d 2q�zoZ Z Date: D By:_ E- 9, Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date:_ $ 42!t 12D 2,-Z By: A" Gra eung City Manager CONTRACTOR: GCI Construction, Inc. a California corporation Date: Signed in Counterpart By: Alan Aristondo Chief Executive Officer Date: By:_ Signed in Counterpart Julie Pulley Secretary [END OF SIGNATURES] Attachments: Exhibit A — Notice Inviting Bids Exhibit B — Proposal Exhibit C — Insurance Requirements Exhibit D — Labor and Materials Payment Bond Exhibit E — Faithful Performance Bond GCI Construction, Inc. Page 13 IN WITNESS WHEREOF, the parties have caused this Contract to be executed on the dates written below. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: �51 ve'z a_ By: Pa, > r n C. Harp C' Attorney 'sue ATTEST: Date: In Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Grace Leung City Manager CONTRACTOR: GCI Construction, Inc. a California corporation Date: 1F!) ( U / Z2 By: Alan Fr-istondo Chief Executive Officer [END OF SIGNATURES] Attachments: Exhibit A - Notice Inviting Bids Exhibit B - Proposal Exhibit C - Insurance Requirements Exhibit D - Labor and Materials Payment Bond Exhibit E - Faithful Performance Bond GCI Construction, Inc. Page 13 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On 08-10-2022 before me, Koosha Rashidian Notary Public (insert name and title of the officer) personally appeared Julie Pulley and Alan Aristondo who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. r...nror►•��rlS��i+idin'�T rr•••.� WITNESS my hand and official seal. CCMM.023456M NDlnttr PUBLIC - CALIFOMMA ORANGE COUNTY ....:7.... r...••f:t::3r.•.r•.••r.•.>R Signature (Seal) EXHIBIT A NOTICE INVITING BIDS GCI Construction, Inc. Page A-1 CITY OF NEWPORT BEACH NOTICE INVITING BIDS (INFORMAL) Sealed bids shall be submitted via PlanetBids to 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 181 day of July, 2022 at which time such bids shall be opened and read for JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT Contract No. 8901-1 $100,000 Project Estimate Contractor License Classification(s) required for this project; "A" For further information, calf Alfred Castanon, Project Manager at (949) 644-3314 City of Newport Beach JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT Contract No. 8901-1 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City via PlanetBids in accordance with this INFORMAL NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS DESIGNATION OF SUBCONTRACTORS ADDENDA ACKNOWLEDGMENT NON -COLLUSION AFFIDAVIT INFORMATION REQUIRED OF BIDDER PROPOSAL The Public Works Department will open and read the bid results from immediately following the bid opening (Bid Due Date). The Bid Results may be made available to the public following the Bid Opening Date (Bid Due Date). 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. If no estimated quantities are provided, the Contractor shall provide a cost figure representing the total cost that it would take to complete the project scope specified in this Bid. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 5. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 6. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — 2 including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 7. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act". 8. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor,Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 9. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. 10. This project may be subject to compliance monitoring and enforcement by the California Department of Industrial Relations. 11. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. See Proposer Information Form for more details. 12. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a 3 qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been reviewed. GCI Construction, Inc. Firm Name (Complete, legal name) 755356 A Contractor's License No. & Classification 1000001150 06/30/2023 DIR Registration Number & Expiration Date m - CEO Authorized Signature/Title 7/15/2022 Date City of Newport Beach JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT Contract No. 8901-1 DESIGNATION OF SUBCONTRACTOR(S) - AFFADAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Bidders must also include DIR registration numbers for each subcontractor. GCI Construction, Inc. Bidder EJ CEO Authorized Signature/Title Fidentity public or other officer is certificate verifies only the e indhridual who signed the o which this certificate isnd not the truthfulness, validity of that document. Cats of Newport Beach JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT Contract No. 8901-1 NON -COLLUSION AFFIDAVIT State of California ) ) SS. County of Orange ) Alan Aristondo being first duly sworn, deposes and says that he or she is CEO of GCI Construction, Inc. , 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 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. I declare under penalty of perjury of the laws of the State of California that the foregoing is true and correct. GCI Construction, Inc. G� Bidder Authorized Signature/Title i+- Subscribed and sworn to or affirmed) before me on this % day of yr ` % , 2020 by proved to me on the basis_ of satisfactory evidence to be the personko"who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. A /A, T N ubli \ANTH01i ry � � COMM. # 2297071 S [SEAL] �'"; �° `k"�"�` NOTARY PUBLIC iAtffpfc'ilEl � OtriM. EXPIRES AUG, _79023 My Commission Ex Tres: lJGv�1 t / A City of Newport Beach JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT Contract No. 8901-1 ACKNOWLEDGEMENT OF ADDENDA Bidder's name GCI Construction, Inc. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received Signature 7 City of Newport Beach JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT Contract No. 8901-1 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: GCI Construction, Inc. Business Address: 1031 Calle Recodo, Suite D San Clemente, CA 92673 Telephone and Fax Number: 714-9570233 (fax) 714-5401148 California State Contractor's License No. and Class: 755356A (REQUIRED AT TIME OF AWARD) Original Date Issued: 10/16/1998 Expiration Date: 6/30/2023 List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: Micheal Pindt The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Alan Aristondo CEO 1031 Calle Recodo, Suite D San Clemente, CA 92673 714-9570233 Julie Pulley Secretary 1031 Calle Recodo, Suite D San Clemente. CA 92673 714-9570233 Richard Kay CFO 1031 Calle Recodo, Suite D San Clemente, CA 92673 714-9570233 Corporation organized under the laws of the State of California The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: N/A For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; N/A Briefly summarize the parties' claims and defenses; N/A Have you ever had a contract terminated by the owner/agency? If so, explain. No Have you ever failed to complete a project? If so, explain. No For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes / No 0 Are any claims or actions unresolved or outstanding? Yes / No If yes to any of the above, explain. (Attach additional sheets, if necessary) No Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non -responsive. GCI Construction Inc. Bidder Fy public or other officer is certificate verifies only the -ie Individual who signed the to which this certificate is and not the truthfulness, r validity of that document. AL AN A'?z5--TNT (Print name of Owner or President of Corporation/Company) Authorized Signature/Title ero Title 7 / 19/z- z Date On ! 8Pn4 '13 a-Z�efore me, .,)Notary Public, personally appeared 44,v ���► �csr t�% who proved to me on the basis of satisfactory evidence to be the person(.&Ywhose nameoj'�/are subscribed to the within instrument and acknowledged to me that kd/she/they executed the same it b1s/her/their authorized capacityhes), and that by M/her/their signature(s) on the instrument the person(. ry or the entity upon behalf of whicFi the person((ss� acted, executed the instrument. = I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. NotaV Itci in'-nd for said State My Commission Expires: 454s 'i ? 10 (SEAL) AN1*1­I0NY SCARP0N 0 COMM, A, 2297071 or,�)r:r..t: COUNTY 0 F.XPIRrS AUG.. 7. 2023 ' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT CONTRACT NO. 8901-1 PART 1 - GENERAL PROVISIONS 1 SECTION 1— TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.3 Markup SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General 5-2 PROTECTION 5-4 RELOCATION 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 4 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 4 6-1.1 Construction Schedule 4 6-7 TIME OF COMPLETION 5 6-7.1 General 5 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6 6-9 LIQUIDATED DAMAGES 6 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 6 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 6 7-1.2 Temporary Utility Services 6 7-2 LABOR 7 7-2.2 Prevailing Wages 7 7-7 COOPERATION AND COLLATERAL WORK 7 7-8 WORK SITE MAINTENANCE 7 7-8.4 Storage of Equipment and Materials 7 7-8.4.2 Storage in Public Streets 7 7-8.6 Water Pollution Control 7 7-8.6.2 Best Management Practices (BMPs) 7 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) 8 7-10 SAFETY 9 7-10.3 Haul Routes 9 7-10.4 Safety 9 7-10.4.1 Work Site Safety 9 7-10.5 Security and Protective Devices 9 7-10.5.3 Steel Plate Covers 9 SECTION 9 - MEASUREMENT AND PAYMENT 9 9-2 LUMP SUM WORK 9 9-3 PAYMENT 9 9-3.1 General 9 9-3.2 Partial and Final Payment. 11 PART 2 - CONSTRUCTION MATERIALS 11 SECTION 200 — ROCK MATERIALS 11 200-2 UNTREATED BASE MATERIALS 11 200-2.1 General 11 SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 11 201-1 PORTLAND CEMENT CONCRETE 11 201-1.1 Requirements 11 201-1.1.2 Concrete Specified by Class and Alternate Class 11 201-2 REINFORCEMENT FOR CONCRETE 11 201-2.2 Steel Reinforcement 11 201-2.2.1 Reinforcing Steel 11 SECTION 203 — BITUMINOUS MATERIALS 11 203-5 SLURRY SEAL 11 203-5.1 General 11 203-5.4 Emulsion -Aggregate Slurry (EAS) 11 203-5.4.1 General 12 203-5.4.2 Materials 12 203-6 ASPHALT CONCRETE 12 203-6.5 Type III Asphalt Concrete Mixtures 12 203-11 ASPHALT RUBBER HOT MIX (ARHM) 12 203-11.3 Composition and Grading 12 SECTION 209 — PRESSURE PIPE 12 209-1 IRON PIPE AND FITTINGS 12 209-1.1 Ductile Iron Pipe 12 209-1.1.2 Materials 12 SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 13 212-5 VALVES 13 212-5.2 Butterfly Valves 13 212-5.2.1 General 13 SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 14 214-4 PAINT FOR STRIPING AND MARKINGS 14 214-4.1 General 14 214-4.3 Preformed Green Thermoplastic Markings 14 214-6 PAVEMENT MARKERS 14 214-6.3 Non -Reflective Pavement Markers 15 214-6.3.1 General 15 214-6.4 Retroreflective Pavement Markers 15 214-6.4.1 General 15 SECTION 215 - TRAFFIC SIGNS 15 PART 3 - CONSTRUCTION METHODS 15 SECTION 300 - EARTHWORK 15 300-1 CLEARING AND GRUBBING 15 300-1.3 Removal and Disposal of Materials 15 300-1.3.1 General 15 300-1.3.2 Requirements 16 SECTION 302 - ROADWAY SURFACING 16 302-5 ASPHALT CONCRETE PAVEMENT 16 302-5.1 General 16 302-5.4 Tack Coat 16 302-5.8 Manholes (and Other Structures) 16 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 17 302-6.7 Traffic and Use Provisions 17 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 17 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 17 303-5.1 Requirements 17 303-5.1.1 General 17 303-5.4 Joints 17 303-5.4.1 General 17 303-5.5 Finishing 18 303-5.5.2 Curb 18 303-5.5.4 Gutter 18 SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION 18 306-2 DELIVERY, STORAGE, HANDLING, AND PROTECTION OF PIPELINE MATERIALS, FITTINGS, VALVES, AND APPURTENANCES 18 306-2.7 Shutdowns of Existing Pipelines 18 306-2.7.3 Temporary Bypasses 18 306-8 PREFABRICATED PRESSURE PIPE 19 306-8.9 Pipeline Pressure Testing, Disinfection, and Commissioning 19 SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 20 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 20 314-2.1 General 20 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 20 314-4.1 General 20 314-4.2 Control of Alignment and Layout 20 314-4.2.1 General 20 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 21 314-4.4.1 General 21 314-4.4.2 Surface Preparation 21 314-4.7 Application of Preformed Green Thermoplastic Markings 21 314-5 PAVEMENT MARKERS 21 314-5.1 General 21 SECTION 315 - TRAFFIC SIGN INSTALLATION 21 PART 6 - TEMPORARY TRAFFIC CONTROL 22 SECTION 600 - ACCESS 22 600-1 GENERAL 22 600-2 VEHICULAR ACCESS 22 600-3 PEDESTRIAN ACCESS 23 SECTION 601— WORK AREA TRAFFIC CONTROL 23 601-1 GENERAL 23 601-2 TRAFFIC CONTROL PLAN (TCP) 23 PART 7 - STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS 24 SECTION 700 — MATERIALS 24 700-5 TRAFFIC SIGNAL MATERIALS 24 700-5.8 Detectors 24 SECTION 701— CONSTRUCTION 24 701-17 TRAFFIC SIGNAL CONSTRUCTION 24 701-17.6 Detectors 24 701-17.6.3 Inductive Loop Detectors 24 APPENDIX A. PLANS. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS JAMBOREE ROAD & UNIVERSITY DRIVE 16-INCH VALVE REPLACMENT CONTRACT NO. 8901-1 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Appendix A) (3) the City's Design Criteria and Standard Drawings for Public Works Construction, (2021 Edition); (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The City's Design Criteria and Standard Drawings for Public Works Construction are available at the following website: http://www.newportbeachca.gov/government/departments/public-works/resources Copies of the Standard Specifications for Public Works Construction may be purchased online at www.bnibooks.com/products/standard-specifications-public-works-construction or call 888-BNI BOOK (888-264-2665). The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT At the time of the award and until completion of work, the Contractor shall possess a Class "A" license. At the start of work and until completion of work, the Contractor and all Subcontractors shall possess a valid Business License issued by the City. Page SP 1 of 24 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by the Engineer shall control. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of: • Traffic control • Removal of existing deteriorated valves and interfering portions of existing pipe, fittings, concrete thrust block and appurtenances • Installation of (3) new 16-inch RWGV's, piping and fittings • Potholing, excavation, shoring, dewatering, backfilling, pavement restoration • Striping SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.2.3 Tool and Equipment Rental Tool and equipment rental rates shall be based on the current Caltrans rental rates. 3-3.2.3 Markup 3-3.2.3.1 Work by the Contractor Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit: 1) Labor ............................................. 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. Page SP2of24 3-3.2.3.2 Work by a Subcontractor Delete this section and replace with the following: When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be applied by the Subcontractor to the actual costs and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the total subcontracted cost may be added by the Contractor. To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer with full information as to the progress of the work in its various parts and shall give the Engineer timely (48-hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until the contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sandblasting is not Page SP3of24 allowed. Any surface damaged by the removal effort shall be repaired to its pre - construction condition or better at the contractor's expense. 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, the Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. 5-4 RELOCATION All City owned pull boxes, water meter boxes, water valve boxes, sewer cleanout boxes and survey monument boxes (collectively known as "utility boxes") which are affected by the Work shall be replaced to finish grade with new utility boxes. During asphalt paving operation, manholes and utility boxes within paving area shall be temporarily lowered and covered. Upon completion of paving operation, manholes and utility boxes shall be permanently adjusted to finish grade. The Contractor shall adjust all temporarily lowered manholes and utility boxes to the new finished grade within five (5) calendar days of completing the AC finished course. The Contractor will be required to contact Southern California Edison, The Gas Company, cable television companies, telecommunication companies and any other utility companies to have their existing utilities adjusted to finish grade. The Contractor shall coordinate with each utility company for the adjustment of their facilities in advance of work to avoid potential delays to the project schedule. The Contractor shall provide the necessary survey control for all utility companies to adjust boxes and vaults to the final grade. The Contractor will be required to coordinate with these companies for inspection of the work. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. The Engineer will review the baseline schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion Page SP 4 of 24 requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by the Engineer to reflect any delay or extension of time. In addition, Contractor shall prepare 2-week look -ahead schedules on a bi-weekly basis with detailed daily activities. 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within 15 consecutive working days after the date on the Notice to Proceed. The Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time. Unless otherwise approved by the Engineer, construction shall start on [date]. Normal working hours are limited to 6:00 a.m. to 3:00 p.m., Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., outside of the working hours. For those locations where night work is allowed in order to minimize disruption to the community, the following requirements shall apply: A. Night work hours shall be considered to be from 8:00 p.m. to 6:00 a.m., Sunday night through Friday morning. No work is allowed Friday or Saturday nights. B. The Engineer must approve all requests for night work. C. The Contractor shall notify the Engineer two weeks prior to the start of any requested night work. The following days are designated City holidays and are non -working days: 1. January 1st (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11 th (Veterans Day) 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) Page SP5of24 If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full size set of plans to the Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by the Engineer. A set of approved plans and specifications shall be on the job site at all times. The Contractor shall maintain as -built drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by the Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the as -built plans. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7.1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1,000.00. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, Contractor shall arrange for a meter and tender a $973.00 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Page SP6of24 Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages In accordance with California Labor Code Section 1720.9, hauling and delivery of ready - mixed concrete for public works contracts are subject to prevailing wages. 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shut downs of water, sewer and storm drain facilities as required. The Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. The Contractor will be responsible for completing all water connections within the time period allowed. The times and dates of any utility to be shut down must be coordinated with the Engineer. It is the Contractor's responsibility to notify the affected businesses and residents of the upcoming water shutdown with a form provided by the Engineer at least 48 hours in advance of the water shut down. 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) Page SP 7 of 24 The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by the Engineer prior to any work. The City will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) Contactor shall retain a Qualified SWPPP Developer (QSD) to prepare a SWPPP for the project. The contractor shall implement and maintain the requirements of the SWPPP, including all required BMPs during all phases of the work. The implementation of the SWPPP shall be performed by a Qualified SWPPP Practitioner (QSP) to be retained by the Contractor. SWPPP implementation shall be subject to inspection by the City and any identified deficiencies shall be corrected by the Contractor at the Contractor's expense. The SWPPP shall be amended by the Contractor whenever there is a change in design, construction, operation or maintenance which has a significant effect on the potential for discharge of pollutants. The SWPPP shall also be amended by the Contractor if it proves to be ineffective in significantly reducing pollutants from the construction site. Each submittal shall include two (2) hard copies and one (1) Adobe Acrobat "pdf' copy. The SWPPP must be kept at the construction site during construction and also be available for review when requested by the Regional Water Quality Control Board (RWQCB) or the City. Contractor is not responsible for filing a Notice of Intent (NOI) for permit coverage or a Notice of Termination (NOT) at project end. City will file the NOI and NOT through the State Water Resources Control Board (SWRCB) SMARTS system. The Contractor shall prepare and electronically submit all reports required by General Permit (including the Annual Report) to the City throughout the duration of the project for the City's review and submittal to the SWRCB SMARTS system. The Annual Report shall be submitted no later than August 1 st of each year and must include a summary Page SP 8 of 24 and evaluation of all sampling and analysis results, original laboratory reports, chain of custody forms, a summary of all corrective actions taken during the compliance year, and identification of any compliance activities or corrective actions that were not implemented. In the event the City incurs any administrative civil liability (fine) imposed by the RWQCB as a result of Contractor's failure to fully implement the provisions of this section, the Engineer may withhold from payments otherwise due the Contractor a sufficient amount to cover the fine. 7-10 SAFETY 7-10.3 Haul Routes Haul routes shall be submitted to the Engineer for review and approval. 7-10.4 Safety 7-10.4.1 Work Site Safety The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. The Contractor shall fully comply with all state, federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of the Engineer or the City's representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site. 7-10.5 Security and Protective Devices 7-10.5.3 Steel Plate Covers Steel plates utilized for trenching shall be the slip resistant type per Caltrans standards. In addition, steel plates on asphalt pavement shall be pinned and recessed flush with existing pavement surface. SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract. 9-3 PAYMENT 9-3.1 General Page SP9of24 Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Mobilization: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, insurance and financing, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 2 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K-rails, temporary striping, and flag persons. This item includes providing four (4) CMS and updating messages on the CMS as requested by the Engineer. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements. Item No. 3 & 4 Construct 12-inch and 16-inch PVC, C-900 Water Main: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, potholing and exposing utilities in advance of work, excavating, temporary patching or plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing water main, fittings, couplings, thrust blocks, installing metallic warning and locator tape, placing bedding and backfill material, repaving to match existing pavement structural section, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 5 Furnish and Install 16-inch Ductile Iron Resilient Wedge Gate Valve: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for furnishing and installing a 16-inch ductile iron resilient wedge gate valve including the valve operator, valve box and cover and valve extension, removal of existing valve and interfering portions of existing pipe, fittings and thrust block, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Page SP 10 of 24 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General Crushed Miscellaneous Base (CMB) shall be used as the untreated base material. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2-inch minimum cover unless shown otherwise on the plans. SECTION 203 — BITUMINOUS MATERIALS 203-5 SLURRY SEAL 203-5.1 General Slurry seal shall be emulsion -aggregate slurry (EAS) conforming to 203-5.4. 203-5.4 Emulsion -Aggregate Slurry (EAS) Page SP 11 of 24 203-5.4.1 General Emulsion -aggregate slurry (EAS) shall be Type I-CQS-1 h conforming to 203-3 203-5.4.2 Materials 203-5.4.2.2 Emulsified Asphalt Emulsified asphalt shall be of quick set type. 203-5.4.2.4 Latex Latex shall be Ultrapave 65K produced by the Textile Rubber and Cement Company, Inc., or equal approved by the Engineer in advance of ordering the latex additive. It shall be added to the emulsified asphalt by the co -mill method at the emulsion plant at the rate of 2'/2 percent of weight of the emulsified asphalt. Latex -added emulsified asphalt shall be kept in a suspended state by an agitating mixer and mixed every three days. 203-6 ASPHALT CONCRETE 203-6.5 Type III Asphalt Concrete Mixtures Asphalt concrete finish course and leveling course shall be Type III-C3-PG 64-10 (20% max RAP). Asphalt concrete base course shall be Type III-B2-PG 64-10 (20% max RAP). 203-11 ASPHALT RUBBER HOT MIX (ARHM) 203-11.3 Composition and Grading Asphalt rubber hot mix finish course shall be ARHM-GG-C. SECTION 209 — PRESSURE PIPE 209-1 IRON PIPE AND FITTINGS 209-1.1 Ductile Iron Pipe 209-1.1.2 Materials All flanged pipe joints shall be joined utilizing Type 316 Stainless Steel nuts, washers and hex -head bolts. Gasket shall be full-faced, cloth reinforced Buna-N rubber. Flex and transition couplings used to join pipes in water main construction shall have all threaded parts and joining hardware fabricated from Type 316 Stainless Steel. Pipe harness assemblies, valve and fitting restraints and shackle -clamp assemblies shall be joined utilizing Type 316 Stainless Steel all -thread rod, nuts, bolts and washers. Page SP 12 of 24 Clamps, shackles and other hardware may be carbon steel or ductile iron where appropriate, but must be coated liberally with corrosion protective mastic compound. Bolted connectors fabricated from stainless steel shall have threaded parts coated liberally with an approved anti -seize compound. All bolted and threaded fasteners shall be manufactured in the United States of America and shall conform to the minimum requirements for strength, material construction and dimension as established by the ASTM and the ANSI Specifications. All fasteners shall be accompanied by written certification from the manufacturer stating compliance with the appropriate specification. All mechanical joints shall be restrained joints. Water main fittings shall be manufactured in accord with AWWA C110 (ANSI A21-10) and shall be ductile iron. Cast Iron fittings shall not be accepted. Compact body fittings (AWWA C153) will not be permitted unless otherwise specified. Mechanical joint fittings shall be manufactured in accord with AWWA C110 and shall have retainer glands. All flanged pipe and fitting shall be shop fabricated, not field fabricated. Adapter flanges shall be ANSI B16.5 pattern, Class 150 flanges. Bolts and nuts for all installations shall be Type 316 Stainless Steel. Threads shall be coated with a liberal amount of anti - seize compound. Flange gaskets shall be full-faced Buna-N, nylon impregnated rubber. Ductile iron pipe fittings and valves buried underground shall be protected with a polyethylene encasement (plastic film wrap) in accord with AWWA C105 (ANSI A 21.5). Wrap shall be loose 8-mil thick polyethylene. SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-5 VALVES 212-5.2 Butterfly Valves 212-5.2.1 General All butterfly valves shall be of the tight -closing, rubber -seat type, conforming to the design standards of ANSI/AWWA C504 latest revision, except where noted herein. Valves shall be bubble -tight at the rated pressure in either direction and shall be suitable for throttling service and/or operation after longs periods of inactivity. Manufacturer shall be ISO 9001 Certified or have similar certification up and above AWWA. All butterfly valves shall be from the same manufacturer. Valves shall be manufactured by the Henry Pratt Co. or approved equal. All valve bodies shall be constructed of cast iron ASTM A126, Class B with ANSI B16.1 flange drilling. All valves shall have 316 stainless steel exterior body bolts. Discs shall be of the concentric design. Valve discs shall be constructed of ductile iron ASTM A536, Grade 65-45-12 with a 316 stainless steel edge. Valves shall have a one piece Page SP 13 of 24 through shaft of 18-8 stainless steel, corresponding to the requirements of AWWA C504, latest revision. The shafts shall fasten to the disc by means of a threaded disc pin or through pin providing a positive leak proof connection of the shaft to the disc. Seats shall be simultaneously bonded and vulcanized to the body of the valve. All interior surfaces in contact with water, excluding stainless steel and disc shall be rubber lined or epoxy coated. Valves with the rubber seat located on the valve disc will not be permitted. Seats shall be designed so that no adjustments or maintenance is required. All shaft bearings shall be of the self-lubricating, corrosion -resistant, sleeve type. Bearings shall be designed for horizontal and/or vertical shaft loading. Shaft packing shall be self-adjusting and suitable for pressure or vacuum service. The flow path for valves shall be fully rubber lined. The valve disc shall be Fusion Bonded Epoxy Coated with an AWWA NSF-61 coating system or liquid epoxy on wetted interior surfaces 16 mils, holiday free. Exterior coating shall have 16 mils of liquid epoxy. All valves to be painted at the factory by the valve manufacture. All valves shall be hydrostatic and leak tested in accordance with ANSI/AWWA C504, latest revision with the following modification: Valves shall be tested and rated at 200 PSI to facilitate field system hydro -test. All valves to be tested with the actuator installed as a complete unit by the valve manufacture. Provide certified test reports with all valve shipments. Manufacturer furnishing valves shall present proof of compliance with ANSI/AWWA C504, latest revision. The valve actuators are to be installed and tested at the factory by the valve manufacture. All actuators shall be provided with 316 stainless steel exterior body bolts. SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 214-4 PAINT FOR STRIPING AND MARKINGS 214-4.1 General Temporary striping shall be Rapid Dry paint. Final striping shall be reflectorized thermoplastic. Add Section 214-4.3 — Preformed Green Thermoplastic Markings 214-4.3 Preformed Green Thermoplastic Markings Green background bike lane legends shall consist of preformed thermoplastic markings and be the PreMark product by Ennis -Flint or approved equal. The background/marking shall include the ViziGrip anti-skid treatment. Background shall be EF Bike Lane Green. 214-6 PAVEMENT MARKERS All pavement markers shall comply with Section 85 of the State of California Standard Specifications. Page SP 14 of 24 214-6.3 Non -Reflective Pavement Markers 214-6.3.1 General All new non -reflective pavement markers Types A and AY shall be ceramic. 214-6.4 Retroreflective Pavement Markers 214-6.4.1 General All retroreflective pavement markers shall be 3M Series 290 with glass -covered faces, or approved equal. SECTION 215 - TRAFFIC SIGNS Signs shall be standard size per the California MUTCD unless otherwise shown. Retroreflective sheeting shall be Type 4 or greater. Sign shall be made of aluminum (0.08 inch thickness). New sign posts shall be 14 gauge 2 inch square (OD) unistrut installed into a 12 gauge 2 '/4 inch unistrut (OD) base. Sign mounting hardware and brackets shall be stainless steel. Unless otherwise specified, mounting hardware shall be 5/16"-18. PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchised Haulers List. 300-1.3.1 General The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer. All areas of roadway removal and replacement shall have a minimum trench width of 3-feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement. Page SP 15 of 24 Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to the Engineer prior to release of final retention. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. 300-1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersections. Concrete shall be removed from existing joint to existing joint. Alternatively, with prior approval from the Engineer, existing concrete may be neatly sawed to form straight edges to join proposed concrete improvements. Saw cuts on concrete surfaces shall be a minimum of two (2) inches deep. Saw cuts on asphalt pavement shall be full depth. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. SECTION 302 - ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General All cracks %-inch or greater in width shall be cleaned, have weed kill applied and sealed with a hot -applied crack sealant approved by the Engineer. In residential areas, no highway rated equipment or trucks are to be used (eg. no super trucks). Use truck and trailers or transfers. Use of heavier rated trucks must be approved by Engineer. The top layer of asphalt concrete (finish course) shall be placed in a separate lift. Longitudinal joints between two passes of asphalt concrete shall be along a lane line. Holes, spalls, and cracks greater than 1/4-inch in width shall be filled and compacted to 95% minimum. The pavement shall then be cleaned with a power broom. 302-5.4 Tack Coat Tack coat shall be trackless. 302-5.8 Manholes (and Other Structures) Page SP 16 of 24 All manholes, water valve boxes, and utility boxes shall be temporarily lowered prior to pavement cold milling. Upon completion of asphalt concrete finish course, the top of manholes, water valve boxes, and utility boxes shall be adjusted to grade to meet the smoothness requirement as specified in 302-5.6.2. 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 302-6.7 Traffic and Use Provisions The Contractor shall not allow vehicular traffic on new concrete until the concrete has attained a minimum compressive strength of 3000 psi. High early strength concrete may be attained to meet the time constraints by the use of additional portland cement or chemical admixtures in accordance with Section 201-1 and with prior approval of the Engineer. The cost of high early strength concrete shall be included in the unit prices for all concrete bid items. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 303-5.1 Requirements 303-5.1.1 General Sidewalks and curb access ramps shall be opened to pedestrian access on the day following concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfill or asphalt concrete patchback shall be placed within 72 hours following concrete placement. Contractor shall provide field survey elevations twenty (20) feet on either side of the proposed concrete improvements along the flowline to confirm positive drainage. If positive drainage is not attainable, Contractor shall notify the Engineer prior to completing the concrete improvements. Concrete replacement shall extend from existing joint to existing joint. 303-5.4 Joints 303-5.4.1 General The Contractor shall sawcut parallel to the centerline of the alley, 2 feet along each side of centerline, over the entire length of the alley. The Contractor may also sawcut the Page SP 17 of 24 property lines, adjacent to the alley, in lieu of scoring the pavement along the property lines or constructing an edged cold joint. All sawcuts shall be made to a depth of 2 inches. 303-5.5 Finishing 303-5.5.2 Curb The Contractor shall repaint any red curb that is damaged or removed. The curb shall be repainted to match the original red curb lengths." Red Paint shall be "Red Fast Dry", Product Code 181 manufactured by American Traffic Products, Inc. or approved equal. Paint can be purchased by contacting Scott Givens, Roadline Products, 562-404-8889. The Contractor shall repaint any blue curb that is damaged or removed. The curb shall be repainted to match the original blue curb lengths. Curb marking shall be reinstalled within 48 hours from re -pouring of concrete curbs. Contractor shall place Temporary No Parking ANYTIME signs on barricades where red curb marking has been removed and maintain the signs until the curb marking has been replaced. 303-5.5.4 Gutter The Contractor shall hold the flow line tolerances to within 0.01 feet of those elevations shown on the plan. SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION 306-2 DELIVERY, STORAGE, HANDLING, AND PROTECTION OF PIPELINE MATERIALS, FITTINGS, VALVES, AND APPURTENANCES 306-2.7 Shutdowns of Existing Pipelines 306-2.7.3 Temporary Bypasses The Contractor will be responsible for the installation of a temporary by-pass system as described in these special provisions and the plans. The Contractor can commence installation of new mains once the temporary by-pass system is in place and has passed a disinfection test. The Contractor shall have the by- pass line inspected by City personnel prior to commencing the project. If at any time, the temporary by-pass water system is damaged, it will be the Contractor's responsibility to repair and replace any damaged or destroyed section to the satisfaction of the City. Page SP 18 of 24 The Contractor shall adhere to the following special provisions when installing temporary by-pass systems: 1. Water service shall be maintained to all customers at all times except as necessary to install the temporary by-pass system. The Contractor's method of providing such continuous service shall be approved by the City prior to construction. 2. It is recommended that two (2) 2-inch steel by-pass lines shall be installed, one on either side of the alley adjacent to the meter boxes. All temporary piping crossing streets shall be buried and paved flush with the existing surface. 3. The Contractor shall make arrangements with the City's Utilities Division for disinfection, bacteriological testing and certification of the by-pass systems. The Contractor shall be responsible for disinfection and flushing the by-pass systems as well as pulling the bacteriological samples and running the incubations tests for coliform bacteria. 4. The Contractor will then remove meters and connect services to temporary by- pass systems. Upon acceptance by the City of new water mains, after the water services have been reinstalled by the Contractor, the Contractor will disconnect the temporary by-pass system at each service connection and reinstall meters. The temporary water main by-pass system installed at any given time shall not exceed the water services between any single alley section (from local street intersection to local street intersection) unless approved in writing by the City in advance of the work, including specific limits of the proposed by-pass. 306-8 PREFABRICATED PRESSURE PIPE 306-8.9 Pipeline Pressure Testing, Disinfection, and Commissioning The Contractor will be responsible for pressure testing, disinfection and flushing of the new water mains. The Contractor shall adhere to the following special provisions for pressure testing, disinfection and flushing of new water mains and services. 1. Water service shall be maintained to all customers at all times except as necessary to transfer service from the old main to the new main. The Contractor's method of providing such continuous service shall be approved by the City prior to construction. 2. Contractor shall pressure test new main lines including any services prior to disinfection. 3. The Contractor shall make arrangements with the City's Utilities Division for disinfection, bacteriological testing and certification of the new main and services. The Contractor shall be responsible for disinfection and flushing the main and Page SP 19 of 24 services as well as pulling the bacteriological samples and running the incubation tests for coliform bacteria. 4. Upon successful completion of the pressure testing and disinfection, the Contractor shall thoroughly flush all mains and services prior to connection to customers. Flushing of services shall be done at the new angle stop and fittings shall be utilized such that the meter box is not flooded by the flushing operation. SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-2.1 General The Contractor shall remove all existing traffic striping and pavement markings by grinding. Other methods such as sandblasting will not be allowed. Temporary painted striping shall be placed within 24 hours of removal. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.1 General Temporary painted traffic striping and markings shall be lane marking paint applied at 15 mil in one coat, as soon as possible and within 24 hours after the level course, finish course or slurry seal has been placed. The width of the temporary lane line stripes shall be one-half the width of the permanent final stripes. Temporary crosswalks and stop bars stripes shall be full width and shall be placed prior to opening the street to traffic. Tabs and/or "cat -tracking" stripes shall also be placed prior to opening the street to traffic. Tabs and/or "cat -tracking" will not be accepted as temporary striping. Upon completion of AC base or leveling course, temporary striping shall be installed. 314-4.2 Control of Alignment and Layout 314-4.2.1 General The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown on the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. No street shall be without proper striping over a weekend or holiday. Stop bars and crosswalks shall not remain unpainted overnight. Page SP 20 of 24 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 314-4.4.1 General The final reflectorized thermoplastic striping shall not be applied until the finish course pavement or slurry seal has been in place for at least 10 days but no later than 15 days. The thermoplastic shall be applied at 1.5 mm (60 mil) to 2.0 mm (80 mil) thickness for all striping except crosswalks and limit lines which shall be 2.5 mm (100 mil) to 3.0 mm (120 mil) thickness. Striping shall be applied by extrusion method. Sprayable thermoplastic striping shall not be allowed. If the Contractor fails to perform striping as specified herein, the Contractor shall cease all contract work until the striping has been properly performed. Such termination of work shall require the Contractor to re -install "NO PARKING, TOW -AWAY" signs and re -notify the affected residents, at the Contractor's sole expense. In addition, if the Contractor removes/covers/damages existing striping and/or raised pavement markers outside of the work area, he shall re-stripe/replace such work items at no cost to the City. 314-4.4.2 Surface Preparation Primer shall be applied to concrete surfaces prior to application of thermoplastic striping. The primer shall be formulated for the intended application. The concrete surface shall be roughened along the thermoplastic striping. The width of the roughened concrete surface shall match the width of the striping. Add Section 314-4.7 — Application of Preformed Green Thermoplastic Markings 314-4.7 Application of Preformed Green Thermoplastic Markings Install preformed green thermoplastic markings per manufacturer's recommendations. 314-5 PAVEMENT MARKERS 314-5.1 General Raised pavement markers shall not be placed until the finish course pavement or slurry seal has been in place for at least 10 days but not later than 15 days. SECTION 315 - TRAFFIC SIGN INSTALLATION Location of traffic signs shown on plans is approximate and shall be approved by the City prior to installation. Signs shall be installed at a clear height of seven feet at minimum unless otherwise shown on plans. Unistrut base shall be installed at a depth of 18 inches in concrete and 30 inches in dirt. Contractor shall USA location prior to installing sign. Page SP 21 of 24 Anti -seize lubricant shall be applied to hardware/fasteners prior to installation. Refer to CNB DWG 924 for typical sign installation. Signs shall be reinstalled within 72 hours of removal. Regulatory signs, including but not limited to "STOP", "YIELD", Lane Designation and/or "No Parking" signs, shall be installed on barricades and placed where the removed sign was installed. Contractor shall maintain the temporary sign(s) until the sign(s) are reinstalled. Temporary "No Parking" signs, printed with specific information regarding the no parking zone, may temporarily replace removed "No Parking" signs. PART 6 - TEMPORARY TRAFFIC CONTROL SECTION 600 - ACCESS 600-1 GENERAL Five (5) working days prior to starting work, the Contractor shall distribute construction notices to residents within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notices. Forty-eight (48) hours prior to the start of construction, the Contractor shall distribute to the residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notices when construction operations will start for each block or street. An interruption of work at any location in excess of 14 calendar days shall require re -notification. The Contractor shall insert the applicable dates and times at the time the notices are distributed. The written notices will be prepared by the City, but shall be completed and distributed by the Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re -notification using an explanatory letter furnished by the City. 600-2 VEHICULAR ACCESS The Contractor shall install and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which shall be posted at least forty- eight hours in advance of the need for enforcement. The signs will be provided by the City at no cost to the Contractor. However, the City reserves the right to charge $2.00 per sign following any excessive abuse or wastage of the signs by the Contractor. In Page SP 22 of 24 addition, it shall be the Contractor's responsibility to notify the City's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. City "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2-inch high non -erase letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. 600-3 PEDESTRIAN ACCESS Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. The Contractor shall cooperate with the Engineer to provide advance notice to any and all establishments whose access will be impacted by construction operations, particularly sidewalk construction. SECTION 601 — WORK AREA TRAFFIC CONTROL 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, changeable message signs (CMS), and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. Messages for the CMS shall be updated by the Contractor as directed by the Engineer. 601-2 TRAFFIC CONTROL PLAN (TCP) The Contractor shall provide traffic control and access in accordance with Section 7-10 of the Standard Specifications and the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic control and detours shall incorporate the following items: 1. Emergency vehicle access shall be maintained at all times. 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. The Contractor shall accommodate the City's trash collection. If the Contractor elects to work on a street or alley during its trash collection day, it shall be the Contractor's responsibility to make alternative trash collection arrangements by contacting the City's Refuse Superintendent, at (949) 718- 3466 and all affected property owners. Page SP 23 of 24 5. At a minimum, the Contractor shall maintain one lane of traffic on University Drive and two lanes of traffic on Jamboree Road at all times when completing the work. 6. Sidewalk closures shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure and SIDEWALK CLOSED USE OTHER SIDE signs on barricades at the closest crosswalk or controlled intersection. 7. Bike lane closures shall have BIKE LANE CLOSED AHEAD, BIKE LANE CLOSED, and SHARE THE ROAD/BICYCLE WARNING (combination) signs mounted on barricades in order on the approach and at the closure. PART 7 - STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS SECTION 700 — MATERIALS 700-5 TRAFFIC SIGNAL MATERIALS 700-5.8 Detectors Loop wire shall be Type 2. Loop detector lead-in cable (DLC) shall be Type B. Loop sealant shall be Hot -Melt Rubberized Asphalt Sealant. SECTION 701 — CONSTRUCTION 701-17 TRAFFIC SIGNAL CONSTRUCTION 701-17.6 Detectors 701-17.6.3 Inductive Loop Detectors All installed loop detectors shall be completely functional to the satisfaction of the Engineer within five consecutive working days after placement of pavement finish course. Page SP 24 of 24 EXHIBIT B PROPOSAL GCI Construction, Inc. Page B-1 EXHIBIT B LINE ITEMS Item Quantity UOM Unit Total Mobilization 1 LS $6,300.00 $6,300.00 Traffic Control 1 LS $5,300.00 $5,300.00 Construct 12-Inch PVC, 2 LF $9,200.00 $18,400.00 C-900 Water Main Construct 16-Inch PVC, 4 LF $9,250.00 $37,000.00 C-900 Water Main Furnish and Install 16- Inch Ductile Iron Resilient 3 EA $17,500.00 $52,500.00 Wedge Gate Valve TOTAL NOT TO EXCEED TO COMPLETE THE WORK $119,500. EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees and volunteers. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than one million dollars ($1,000,000) per occurrence, two million dollars ($2,000,000) general aggregate and two million dollars ($2,000,000) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an insured contract (including the tort liability of another assumed in a business contract). C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 GCI Construction, Inc. Page C-1 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ($1,000,000) combined single limit for each accident. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to contain, the following provisions: A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that City, its elected or appointed officers, agents, officials, employees and volunteers shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its elected or appointed officers, agents, officials, employees and volunteers. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days notice is required) for each required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of GCI Construction, Inc. Page C-2 insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. GCI Construction, Inc. Page C-3 F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self -insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self -insured retention, the self -insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self - insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. City Remedies for Non Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after GCI Construction, Inc. Page C-4 completion of the Project or to obtain coverage for completed operations liability for an equivalent period. GCI Construction, Inc. Page C-5 THE FINAL PREMIUM IS Executed in two original counterparts. Bond No. 0823554 PREDICATED ON THE FINAL CONTRACT PRICE CITY OF NEWPORT BEACH BOND NO.0823554 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to GCI Construction, Inc. hereinafter designated as the "Principal," a contract for the Improvement of Jamboree Road & University Drive 16-Inch Valve Replacement located at Jamboree Road & University Drive, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, We the undersigned Principal, and, Harco National Insurance Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of One Hundred Nineteen Thousand Five Hundred dollars ($119,500.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. GCI Construction, Inc. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 8th day of August , 2022 . GCI Construction, Inc. Name of Contractor (Principal) Harco National Insurance Company Name of Surety 2400 E. Katella Ave., Suite 250, Anaheim, CA 92806 Address of Surety (714)602-9170 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date:�l By: <�vc on . Harp 10AG ty Attorney %�M4%'X Au orized Signature/Title Id I) I I 9�L�' Auth ri-VA%M Signat Michael D. Stong, Attorney -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED GCI Construction, Inc. ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On 08-10-2022 before me, Koosha Rashidian Notary Public (insert name and title of the officer) personally appeared Alan Aristondo who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. .AMMUM•85 468 COMM. N234MM �ORAAW E COUNTY m ex " Oy07M026 p Signature (Seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of )SS. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Riverside } ss. On August 8 2022 before me, R. Nappi "Notary Public" Notary Public, personally appeared Michael D. Stong proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. iS R. NAPPI /) s Notary Public - California Riverside County 4 Commission # 2327915 (seal) Sig ature C9(IF00.NP My Comm. Expires Jun 7, 2024 41W 4dW - GCI Construction, Inc. POWER OF ATTORNEY HARCO NATIONAL INSURANCE COMPANY Bond No. 0823554 j�1 "(� STATE OF NEW JERSEY STATE OF ILLINOIS r vp� SEAL L A County of Essex County of Cook / iy1904 L71 (/��• 1N' E Kenneth Chapman Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 4200 Six Forks Rd, Suite 1400, Raleigh, NC 27609 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint BENJAMIN WOLFE, MICHAEL D. STONG, CHELSEA ARNOLD, BEN STONG, DWIGHT REILLY, DANIEL HUCKABAY, ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI Orange, CA their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2021 *,,,,,,,,� ,INS(/ r 1�o Gw P4 *-. 0 �zs SEAL ro: .u.•� 9 6b;,<LfNO�,r ti Vol,, On this 31 st day of December, 2021 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. II"''�., A IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, :S��r.�� •OGj�'. :.Z� ��. ExP. a10g •. ��� New Jersey the day and year first above written. CO: TA oAso 79 . '%•'••...... •' ���JJJ Shirelle A. Outley a Notary Public of New Jersey My Commission Expires April4, 2023 A3=1:i111119L01-1mrol I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day. August 8th , 2022 A00835 Irene Martins, Assistant Secretary THE FINAL PREMIUM IS Executed in two original counterparts. Bond No. 0823554 PREDICATED ON THE Premium: $1,635.00 FINAL CONTRACT PRICE EXHIBIT E CITY OF NEWPORT BEACH BOND NO. 0823554 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 13,68 , being at the rate of $ 1,635.00 thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to GCI Construction, Inc. hereinafter designated as the "Principal," a contract for the Improvement of Jamboree Road & University Drive 16-Inch Valve Replacement located at Jamboree Road & University Drive in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Harco National Insurance Company , duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of One Hundred Nineteen Thousand Five Hundred dollars ($119,500.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys fees, incurred by the City, only in the event the City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. GCI Construction, Inc. Page E-1 Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by the City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 8th day of August 2022 . GCI Construction, Inc. Name of Contractor (Principal) Harco National Insurance Company Name of Surety 2400 E. Katella Ave., Suite 250, Anaheim, CA 92806 Address of Surety (714)602-9170 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: Sf / 107-2- 1 By: -�4 a on C. Harp y Attorney ��rir ) Authorized Signature/Title W ( I ) �kl� - — Auth rized g Signatur Michael D. Stong, Attorney -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED GCI Construction, Inc. Page E-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On 08-10-2022 before me, Koosha Rashidian Notary Public (insert name and title of the officer) personally appeared Alan Aristondo who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal."'""""""ih03`f+b'►Idl'i8t'"""811 COMM. p - CAL14 IiOfA ORN gg ORANGE COUNTY $n��i�iY.MMMEX iii� 7/2025�n� Signature (Seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of )Ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California (seal) County of Riverside } ss. On August 8 2022 before me, R. Nappi "Notary Public" Notary Public, personally appeared Michael D. Stong proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. „r R. NAPPI Notary Public California z i ;~ Riverside County ZLCommission 2327975 Signat re f °^ F�F� My Comm. Expires Jun 7, 2024 (seal) •4W4W GCI Construction, Inc. STATE OF NEW JERSEY STATE OF ILLINOIS County of Essex County of Cook Kenneth Chapman Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company POWER OF ATTORNEY Bond No.0823554 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of [AT Insurance Group, Headquartered: 4200 Six Forks Rd, Suite 1400, Raleigh, NC 27609 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint BENJAMIN WOLFE, MICHAEL D. STONG, CHELSEA ARNOLD, BEN STONG, DWIGHT REILLY, DANIEL HUCKABAY ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI Orange, CA their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31 st day of December, 2021 �,..ti 1NS1Iq 0, �'• S•Oa, r pA ti . 0 SEAL :& s;�b�<CENO��• D; On this 31 st day of December, 2021 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. II1j"I" IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, VVE A: OG,,� New Jersey the day and year first above written. � �Q; FF• ExF• yob <, Y Y Y •(nr �, •� 0AU Ul9,0 Shirelle A.Outley a Notary Public of New Jersey I"` My Commission Expires April 4, 2023 CERTIFICATION I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, August 8th , 2022 A00835 Irene Martins, Assistant Secretary aV f PORT August 17, 2022 GCI Construction, Inc. 1031 Calle Recodo Suite D San Clemente, CA 92673 City of Newport Beach Insurance Compliance PO Box 100085 - FV Duluth, GA 30096 Reference Number: 8901-1 This Account has moved from non -compliant to COMPLIANT status and currently in compliance for certificate of insurance requirements. As of the date above, your insurance meets City of Newport Beach insurance requirements. We appreciate your efforts and those of your insurance agent in working with our insurance representatives. Please call us at (951) 766-2285 if you have any questions. Sincerely, City of Newport Beach Compliant Notice [CA1]