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Performance Pipeline Technologies (May 2014) • 0.1 ctyry, CITY OF RANCHO PALOS VERDES MAINTENANCE AGREEMENT THIS AGREEMENT ("Agreement") is made and entered this Li day of M Y 2014, by and between the CITY OF RANCHO PALOS VERDES, a California municipal corporation ("City") and Performance Pipeline Technologies ("Contractor"). Contractor's license number is 825824 C-42 In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows: 1. Scope of Services. Contractor shall perform the work and provide all labor, materials, equipment and services in a good and workmanlike manner for the project identified as Abalone Cove Sewer Cleaning and Inspection and Reporting Phase II ("Project"), as described in this Agreement and in the Bid Documents(including the Scope of Work, Plan Sheets and all addenda as prepared prior to submitting his or her proposal setting forth any modifications or interpretations of any said documents), which are attached hereto as Exhibit"A" and incorporated herein by this reference, including miscellaneous appurtenant work. All work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (commonly known as the "Greenbook"), including supplements, prepared and promulgated by the Southern California Chapter of the American Public Works Association and the Associated General Contractors of California (collectively "Standard Specifications"), which is incorporated herein by this reference. In the event of any conflict between the terms of this Agreement and incorporated documents, the terms of this Agreement shall control. 2. Extra Work. Extra work, when ordered in writing by the Director of Public Works and accepted by the Contractor, shall be paid for under written work order in accordance with the terms therein provided. Payment for extra work will be made at the unit price or lump sum previously agreed upon in writing between the Contractor and the Director of Public Works.All extra work shall be adjusted daily upon report sheet furnished by the Contractor, prepared by the Director of Public Works, and signed by both parties, and said daily report shall be considered thereafter the true records of extra work done. 3. Term. This Agreement shall commence on I► 13,zoieland shall remain in effect . yuntil the tasks described herein are com leted to the City's approval, but in no event p Y pp later than June 30, 2014, unless sooner terminated pursuant to Section 11 of this Agreement. 4. Time. Time is of the essence in this Agreement. 5. Force Majeure. Neither the City nor Contractor shall be responsible for delays in performance under this Agreement due to causes beyond its control, including but not limited to acts of God, acts of the public enemy, acts of the Government, fires, floods or other casualty, epidemics, earthquakes, labor stoppages or slowdowns, freight embargoes, unusually severe weather, and supplier delays due to such causes. Neither economic nor market conditions nor the financial condition of either party shall be considered a cause to excuse delay pursuant to this Section. Each party shall notify the other promptly in writing of each such excusable delay, its cause and its expected delay, and shall upon request update such notice. 6. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of Fifteen Thousand Three Hundred Six Dollars and 111 Twenty Five Cents($15,306.25)in accordance with the prices as submitted in Contractor's Proposal, attached hereto as Exhibit "B" and incorporated herein by this reference. 7. Payments. Contractor shall submit monthly invoices for the percentage of work completed in the previous month. City agrees to authorize payment for all undisputed invoice amounts within thirty(30)days of receipt of each invoice. City agrees to use its best efforts to notify Contractor of any disputed invoice amounts or claimed completion percentages within ten (10) days of the receipt of each invoice. However, City's failure to timely notify Contractor of a disputed amount or claimed completion percentage shall not be deemed a waiver of City's right to challenge such amount or percentage. Additionally, in the event City fails to pay any undisputed amounts due Contractor within forty-five (45) days after invoices are received by City, then City agrees that Contractor shall have the right to consider said default a total breach of this Agreement and be terminated by Contractor without liability to Contractor upon ten (10)working days advance written notice. 8. Taxes. Contractor shall calculate payment for all sales, unemployment, old age pension and other taxes imposed by local, State of California and federal law. These payments are included in the total amounts in Exhibit "B." 9. Audit. The City or its representative shall have the option of inspecting and/or auditing all records and other written materials used by Contractor in preparing its billings to the City as a condition precedent to any payment to Contractor. Contractor will promptly furnish documents requested by the City. Additionally, Contractor shall be subject to State Auditor examination and audit at the request of the City or as part of any audit of the City, for a period of three (3)years after final payment under this Agreement. 10. Unresolved Disputes. In the event of any dispute or controversy with the City over any matter whatsoever, Contractor shall not cause any delay or cessation in or of work, but shall proceed with the performance of the work in dispute. Rancho Palos Verdes Municipal Code chapter 3.24 ("Claims Against the City") shall govern the procedures of the claim process, and these provisions are incorporated herein by this reference. 11. Termination. This Agreement may be canceled by the City at any time with or without cause without penalty upon thirty (30) days' written notice. In the event of termination without fault of Contractor, City shall pay Contractor for all services satisfactorily rendered prior to date of termination, and such payment shall be in full satisfaction of all services rendered hereunder. 12. Indemnity. a. Contractor's Duty. To the maximum extent permitted by law, Contractor shall defend, indemnify, and hold the City, its elected officials, officers, employees, volunteers, agents, and those City agents serving as independent contractors in the role of City officials (collectively "Indemnitees") free and harmless 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 of every kind and nature whatsoever, in any manner arising out of or incident to the performance of the Agreement, including without limitation, the payment of all consequential damages, attorneys'fees, experts'fees, and other related costs and expenses (individually, a "Claim," or collectively, "Claims"). Further, Contractor Page 2 of 7 R6876-0001\1667606v2.doc Maintenance Agreement shall appoint competent defense counsel approved by the City Attorney at Contractor's own cost, expense and risk, to defend any and all such Claims that may be brought or instituted against Indemnitees. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against Indemnitees in any such Claim. Contractor shall reimburse Indemnitees for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Contractor or Indemnitees. This indemnity shall apply to all Claims regardless of whether any insurance policies are applicable. b. Civil Code Exception. Nothing in the paragraph above this one shall be construed to encompass Indemnitees' sole negligence or willful misconduct or the City's active negligence to the limited extent that the underlying Agreement is subject to Civil Code section 2782. c. Nonwaiver of Rights. Indemnitees do not and shall not waive any rights that they may possess against Contractor because the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. d. Waiver of Right of Subrogation. Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation against the Indemnitees, while acting within the scope of their duties, from all Claims arising out of or incident to the activities or operations performed by or on behalf of the Contractor. e. Survival. The provisions of this Indemnification and Hold Harmless Agreement and Waiver of Subrogation and Contribution shall survive the termination of this Agreement and are in addition to any other rights or remedies that Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee's right to recover under this indemnity provision, and an entry of judgment against a Contractor shall be conclusive in favor of the Indemnitee's right to recover under this indemnity provision. 13. Incorporation by Reference. All of the following documents are attached hereto and incorporated herein by this reference: City of Rancho Palos Verdes Instructions for Execution of Instruments; Insurance Requirements for the City of Rancho Palos Verdes Public Works Contract; Workers' Compensation Certificate of Insurance; Additional Insured Endorsement(Comprehensive General Liability);Additional Insured Endorsement (Automobile Liability); and Additional Insured Endorsement (Excess Liability). 14. Independent Contractor. Contractor is and shall at all times remain, as to the City, a wholly independent contractor. Neither the City nor any of its agents shall have control over the conduct of Contractor or any of the Contractor's employees, except as herein set forth, and Contractor is free to dispose of all portions of its time and activities which it is not obligated to devote to the City in such a manner and to such persons, firms, or corporations at the Contractor wishes except as expressly provided in this Agreement. Contractor shall have no power to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or otherwise act on behalf of the City as an agent. Contractor shall not, at any time or in any manner, represent that it or any of its agents, Page 3 of 7 R6876-0001\1667606v2.doc Maintenance Agreement • servants or employees, are in any manner agents, servants or employees of City. Contractor agrees to pay all required taxes on amounts paid to Contractor under this Agreement, and to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by this Agreement. Contractor shall fully comply with the workers' compensation law regarding Contractor and its employees. Contractor further agrees to indemnify and hold the City harmless from any failure of Contractor to comply with applicable workers' compensation laws. The City shall have the right to offset against the amount of any compensation due to Contractor under this Agreement any amount due to the City from Contractor as a result of its failure to promptly pay to the City any reimbursement or indemnification arising under this Section. 15. Prevailing Wages. City and Contractor acknowledge that this project is a public work to which prevailing wages apply. The Agreement to Comply with California Labor Law Requirements is attached hereto and incorporated herein by this reference. Eight hours of labor constitutes a legal day's work. 16. Workers' Compensation Insurance. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, the Contractor hereby certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers'compensation or to under take self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." 17. Nondiscriminatory Employment. Contractor shall not unlawfully discriminate against any individual based on race, color, religion, nationality, gender, sex, sexual orientation, age or condition of disability. Contractor understands and agrees that it is bound by and will comply with the nondiscrimination mandates of all statutes and local ordinances and regulations. 18. Debarred, Suspended or Ineligible Contractors. Contractor shall not be debarred throughout the duration of this Agreement. Contractor shall not perform work with debarred subcontractor pursuant to California Labor Code Section 1777.1 or 1777.7. 19. Compliance with Laws. Contractor shall comply with all applicable federal, state and local laws, ordinances, codes and regulations in force at the time Contractor performs pursuant to this Agreement. 20. Bonds. Contractor shall obtain a payment bond in an amount that is not less than the total compensation amount of this Agreement, and nothing in this Agreement shall be read to excuse this requirement. The required form entitled Payment Bond (Labor and Materials) is attached hereto and incorporated herein by this reference. 21. Contractor's Representations. Contractor represents, covenants and agrees that: a) Contractor is licensed, qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the services in accordance with the terms and conditions set forth in this Agreement; b) there are no obligations, commitments, or impediments of Page 4 of 7 R6876-0001\1667606v2.doc Maintenance Agreement • any kind that will limit or prevent its full performance under this Agreement; c) there is no litigation pending against Contractor, and Contractor is not the subject of any criminal investigation or proceeding; and d) to Contractor's actual knowledge, neither Contractor nor its personnel have been convicted of a felony. 22. Conflicts of Interest. Contractor agrees not to accept any employment or representation during the term of this Agreement or within twelve (12) months after completion of the work under this Agreement which is or may likely make Contractor"financially interested," as provided in Government Code Section 1090 and 87100, in any decisions made by City on any matter in connection with which Contractor has been retained pursuant to this Agreement. 23. Third Party Claims. City shall have full authority to compromise or otherwise settle any claim relating to the Agreement at any time. 24. Non-Assignability; Subcontracting. Contractor shall not assign or transfer any interest in this Agreement nor any part thereof, whether by assignment or novation, without the City's prior written consent. Any purported assignment without written consent shall be null, void, and of no effect, and Contractor shall hold harmless, defend and indemnify the City and its officers, officials, employees, agents and representatives with respect to any claim, demand or action arising from or relating to any unauthorized assignment. 25. Applicable Law. The validity, interpretation, and performance of this Agreement shall be controlled by and construed under the laws of the State of California, excluding California's choice of law rules. Venue for any such action relating to this Agreement shall be in the Los Angeles County Superior Court. 26. Attorneys' Fees. If any legal action or other proceeding, including action for declaratory relief, is brought for the enforcement of this Agreement or because of an alleged dispute, breach, default or misrepresentation in connection with this Agreement, the prevailing party shall be entitled to recover reasonable attorneys'fees, experts'fees, and other costs, in addition to any other relief to which the party may be entitled. 27. Titles. The titles used in this Agreement are for convenience only and shall in no way define, limit or describe the scope or intent of this Agreement or any part of it. 28. Authority. The person executing this Agreement on behalf of Contractor warrants and represents that he or she has the authority to execute this Agreement on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder. 29. Entire Agreement.This Agreement, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Agreement supersedes all prior oral or written negotiations, representations or agreements. This Agreement may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties which expressly refers to this Agreement. 30. Construction. In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of this Agreement shall not be resolved by any rules of interpretation providing for interpretation against the party who Page 5 of 7 R6876-0001\1667606v2.doc Maintenance Agreement • • causes the uncertainty to exist or against the party who drafted the Agreement or who drafted that portion of the Agreement. 31. Non-waiver of Terms, Rights and Remedies. Waiver by either party of any one or more of the conditions of performance under this Agreement shall not be a waiver of any other condition of performance under this Agreement. In no event shall the making by the City of any payment to Consultant constitute or be construed as a waiver by the City of any breach of covenant, or any default which may then exist on the part of Consultant, and the making of any such payment by the City shall in no way impair or prejudice any right or remedy available to the City with regard to such breach or default. 32. Notice. Except as otherwise required by law, any notice or other communication authorized or required by this Agreement shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during Contractor's or City's regular business hours or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses listed below, or at such other address as one party may notify the other: To CITY: Mr. Michael Throne, Director of Public Works City of Rancho Palos Verdes 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 To CONTRACTOR: The address listed in Exhibit "B." 33. Counterparts. This Agreement may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. 34. Severability. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect. [signatures on next page] Page 6 of 7 R6876-0001\1667606v2.doc Maintenance Agreement IN WITNESS WHEREOF, the parties hereto have executed the within Agreement the day and year first above written. CITY OF RANCHO PALOS VERDES By: Cit Manager ATTEST: g By: 7Z04 - .4(0 - • City Clerk Dated: 77174.7(17 QeAfict,4),A.A-it....., et t ("CONTRACTOR") By: Printed Name: GJ* . GuksvItivAftze Title: C.) By: Printed Name: Title: Page 7 of 7 R6876-0001\1667606v2.doc Maintenance Agreement Exhibit A • CITY OF RANCHO PALOS VERDES i PUBLIC WORKS ABALONE COVE SEWER CLEANING AND INSPECTION 4n SCOPE OF WORK 1 GENERAL DESCRIPTION OF THE WORK 1.1 The purpose of this scope of work is to clean, assess the structural integrity and general condition of the sanitary sewer manholes and pipelines in the Abalone Cove community. 1.2 The project includes a total of approximately 6,745 linear feet of sanitary sewer comprised of 8 inch diameter pipes and 31 manholes accessible in streets and city easements, some of which may be difficult to access. 1.3 The Contractor shall be licensed in the State of California as a General Engineering Contractor, General Building Contractor, or C42 Specialty Contractor with current and valid certificates of license. Additionally, the Contractor shall submit a sample DVD or CD and related documentation of a CCTV inspection to be used in determining the quality of the Contractor's work. The City reserves the right to disqualify and reject the proposal of any Contractor who submits a sample showing an inspection that does not meet the specifications provided herein. If it is determined that any sewer line has not been completely cleaned the contractor will be required to re-clean and provide a CCTV inspection report following the re-cleaning at no cost to the City. 1.4 Confined Space and Safety—All manholes in this work are defined as Title 8 Permit Required Confined Spaces. The Contractor's attention is directed to the General Industry Safety Orders of the State of California, Article 108, Confined Spaces, Section 5157 (Title 8 of California Code of Regulations, Sections 5167, 5157, 5158). All work shall be conducted from above ground. Manhole entry, if required, shall be conducted in strict accordance with permit required confined space entry regulations. These regulations include, at a minimum: entry permit, trained authorized entrants(s), attendant(s), entry supervisor(s),full body harness (with life line), mechanical retrieval device, continued force air ventilation, continuous air monitoring, communication system (minimum two types), and all other protective and safety equipment that may be required. Work shall be conducted in accordance with all Federal, State, and local laws and regulations. 1.5 The CCTV inspection work must be completed by certified National Association of Sewer Service Companies (NASSCO) Pipeline Assessment and Certification Program (PACP)trained operator(s) using established PACP coding and observations. 1.6 The work to be accomplished in this project includes all labor, material, and equipment necessary for sanitary sewer cleaning, inspection, inspection reporting, and traffic control unless specified otherwise in this document. 1.7 Water for Cleaning: The Contractor will be responsible for obtaining a transient water meter from California Water Company (310) 257-1400 and paying for water used during the course of cleaning. 4110 • . • 2 SCHEDULING AND EXECUTION OF THE WORK 2.1 The Project Performance Period is 7 calendar days as stated on the Notice To Proceed (NTP). 2.2 Work crews shall be on site between 9:00 a.m. to 3:30 p.m., Monday through Thursday. Sewers are property of the City of Rancho Palos Verdes located in easements on private property. 3 WORK AND MATERIALS PROVIDED BY THE CITY 3.1 Project Manager: Ron Dragoo, P.E., of Public Works Department may be contacted at (310) 544-5250, or via e-mail at rond@rpv.com Monday through Friday, 8 a.m. to 5 p.m. 3.2 The City shall provide notification to local residents that CCTV inspection will be occurring within their area. 3.3 The City shall provide maps containing manhole numbering and street names which are to be referenced during video, photographs and inspection reports. 3.4 Sewers to be cleaned and inspected are shown on the Maps included in this specification. Cleaning and inspection shall begin at upstream manholes and continue to lower elevations to completion. 3.5 City crews will provide assistance as requested by the Contractor to locate sewer manholes. 3.6 The City shall provide the Contractor with the following media and documents prior to the start of the project: 3.6.1 PDF copies of the maps, required pipe segments cleaning list. 3.6.2 Two (2)printed copies of each PDF documents provided: 3.6.2.1 11 x 17 overview map showing a detailed overview of the project area. 3.6.2.2 11 x 17 maps indicating the direction of flow. 4 WORK AND MATERIALS PROVIDED BY THE CONTRACTOR GENERAL: 4.1 The Contractor shall be responsible, during all phases of the work, to provide for public safety by use of traffic cones, signs, lighted barricades, lights, and flagmen as described and specified in CA MUTCD latest edition. 4.2 Crew Size—Contractor shall provide a minimum of a three-person crew at all times, one person shall witness the jetting nozzle reach the upstream manhole. A three person crew shall be used for all work in confined spaces or as required by safety agencies. Additional personnel shall be used when needed for traffic control flagmen. • 4.3 The Contractor shall verify the manhole locations and information provided prior to performing cleaning and CCTV inspections, and notify the Project Manager in writing of any discrepancies. 4.4 The Contractor shall obtain all permit(s), insurance(s) and licenses, including a Rancho Palos Verdes City Business License. See attachment 'C'for additional requirements. 4.5 Pre-construction Submittals: 4.5.1.1 The Contractor shall submit a Project Schedule prior to the video o inspection start date. 4.5.1.2 Sample Data Submittal. 4.5.1.3 Specifications for odor and trailerable leak proof containers to be used in conjunction with the cleaning operations. 4.5.2 The Project Schedule shall also include the planned feet of sewer line to be video inspected and cleaned daily, which pipe segments are planned to be inspected and cleaned each day, and the which manholes are planned to be cleaned and inspected daily. 4.5.3 The Contractor shall submit a Quality Control Program prior to the Construction Start Date. 4.5.4 The Contractor shall submit a photocopy of the PACP certificates for all CCTV operators working on the project. 4.5.5 Costs related to difficulties encountered during the CCTV inspection or cleaning activities are incidental to this Contract and claims for additional compensation, therefore, will not be considered. SEWER CLEANING: 4.6 The Contractor shall provide all equipment necessary to perform high-velocity jet (hydrocleaning)sewer cleaning as outlined in this scope of work. Refer to NASSCO specifications for sewer line cleaning. See attachment 'A'. 4.7 During sewer cleaning operations, satisfactory precautions shall be taken in the use of cleaning equipment to ensure that the water pressure or head created does not damage or cause flooding of public or private property being served by the sewer. Care shall be exercised in the selection and use of the cleaning tools to avoid manhole, pipeline and lateral line damage. Use of a nozzle skid is required to prevent accidental entry of nozzle into house lateral connections. 4.8 Sewers will be cleaned by removing all sludge, dirt, sand, rocks, grit, loose solids, roots and grease, leaving residual debris of no more than 5% of the pipe diameter, which should be sufficient to facilitate the video inspection and assessment of the pipes' structural integrity. In no case shall roots or vegetative matter remain in the pipe following cleaning activities. This does not include the removal of hard deposits such as minerals and cast iron scale. • • . 4.9 The required cleaning will typically require no more than two passes of the hydro-jetter which should be sufficient in removing material and debris as indicated in Section 4.8 to allow the camera to advance through the pipe and perform the inspection. 4.10 If the pipeline requires more effort than the required cleaning as described in Section 4.9, then the Contractor shall report this to the project manager immediately for additional instructions. 4.11 Cleaning shall be completed by the Contractor within 72 hours and no less than one hour prior to inspection to reduce the impact of the natural flow within the pipeline during inspection. 4.12 The Contractor shall be careful not to damage any manholes, pipes, including the plastic liners, if any. The Contractor shall be responsible for repairing any damage they may have caused at no additional cost to the City. 4.13 The Contractor shall be responsible for the removal of debris from the manholes & pipelines and cleaning and/or relining the pipe wall to the City's satisfaction. All sludge, dirt, sand, rocks, roots, grease and other solid or semisolid material resulting from the cleaning operation shall be removed from the system. Passing material from manhole section to manhole section, which may cause line stoppages, shall not be permitted. 4.14 Liquids shall be decanted and drained back to the sewer. All solids or semisolid resulting from the cleaning operations will be removed from the work site and disposed of properly at no added cost to the City. All materials will be removed from the work site at the end of each workday. Under no circumstances will the Contractor be allowed to accumulate debris, etc. on the site of work beyond a single workday, except in totally enclosed leak and odor proof containers and as approved by City representative(s). 4.15 Preparatory cleaning shall be performed prior to sewer manhole inspections. This preparatory cleaning shall include the use of required tools including but not limited to hydraulic cleaning equipment and Vacuum Trucks to remove sludge, dirt, grease, etc. from the interior walls and benches of the manhole so that defects are visible. 4.16 Cleaning of manholes shall include entire manhole interior, including manhole benches and walls. It also includes removal of all foreign object or debris from the manholes which shall be removed either manually or mechanically. 4.17 Contractor shall immediately notify the City representative(s)of any manhole overflow or interruption/backup of customer service and Contractor shall be responsible for any fines levied by others as a result of the Contractor's work. "Notification Guidelines for a Spill", if the Contractor is involved with a spill, he must: • Immediately notify the City at(310) 544-5252. The City will then make the required notifications. • The Contractor must attempt to contain the spill to isolate it from entry to any storm drain systems or waterways. • The Contractor must mitigate the spill. Once the spill has been contained and mitigated, the area must be cleaned up. • • Follow-up reports must be made after spill has been stopped and cleaned up detailing the amount of the spill, amount of wash water used and final destination of the sewage. Contractor shall be responsible for any fines levied by others, reimbursement of any City incurred costs, damage, cleanup, restoration of flow, and any disruption of service and/or other costs to customers as of a result of Contractor's work. 4.18 Water for sewer cleaning shall be purchased by the Contractor. If the water is obtained from a potable supply, appropriate backflow prevention shall be provided to protect the potable system from cross connections and contamination as required by the Water supplier. Contractor shall be solely responsible for preventing cross contamination of any public or private water systems used for this purpose. SEWER INSPECTION: OPERATORS 4.19 Video inspection shall be performed by a certified NASSCO PACP trained operator. EQUIPMENT 4.20 The Contractor's CCTV equipment shall include video cameras and all equipment necessary to perform a CCTV inspection as outlined in this scope of work. 4.20.1 The CCTV inspection can be conducted using Red Zone Robotics Technology, or traditional tethered CCTV camera setups, as long as they meet the performance guidelines indicated in this scope of work. 4.21 The cameras shall meet Cal-OSHA requirements for operating in the sanitary sewer environment. 4.22 The television system shall be capable of performing line segment inspection in increments of 600 feet with one setup. 4.23 During CCTV inspection, lighting intensity shall be adjusted to minimize glare. Lighting and picture quality shall be adjusted to provide a clear, in-focus picture of the entire periphery of the pipeline for all conditions encountered. 4.24 All recordings shall be in color with the ability to achieve proper balance of tint and brightness. The loss of color or severe redness due to equipment malfunction, and all black and white pictures irrespective of quality is a cause for rejection. 4.25 The camera lens must be kept clean and clear; any fogging due to oil, grease, or other water content or debris that obscures the lens shall be cleaned off before proceeding with the recording operation. The camera is to be operative in 100% humidity conditions. 4.26 All camera systems shall be able to navigate around minor objects, roots, and debris. The system used to move the camera through the pipe shall not obstruct the camera's view or interfere with proper documentation of the sewer conditions. • 4.27 The distance shall be measured between the exit of the start manhole and the entrance of the finish manhole for a true measurement of the length of the pipe segment, as required by PACP. It shall be recorded in standard units and the video display readout shall display units to one-tenth of a foot. 4.28 The footage-counter shall be accurate to plus or minus 2 feet per 1,000 feet. 4.29 Video inspection and reporting may be submitted in WinCan format or similar as approved by Project Manager. OBSERVATIONS 4.30 All observations and defects shall be documented in a database and shall include digital video recording and digital photographs as defined in Sections 4.35, 4.36 and 4.37. 4.31 Each video clip and photograph provided shall correspond to inspection data in the database, and each set of inspection data listed in the database shall be properly linked to the appropriate video clip and photos. 4.32 All observations shall be selected from a standard table of descriptions incorporated in the inspection reporting software, as required by PACP. Any additional comments regarding the observation shall be indicated in the remarks box. A sample of the codes to be used is attached, Attachment 4.33 The severity of each defect or observation shall be recorded and rated according to the PACP method. 4.34 All observations shall be recorded using PACP codes as outlined in NASSCO's PACP Reference Manual. 4.35 Video: 4.35.1 Prior to performing CCTV inspection activities, the Contractor shall thoroughly clean the manholes and sewer line(s)to be televised. 4.35.2 The Contractor shall make a continuous color digital recording in MPEG 4 format for each pipe segment inspected, unless specified by the City. 4.35.3 Video files shall have a minimum resolution of 640 x 480 pixels and an interlaced frame rate at a minimum of 24 frames per second. 4.35.4 All recordings shall have an audio descriptive narration by the CCTV operator. Audio quality of final recordings submitted to the City shall be of excellent quality and the quality of the audio is subject to the approval of the City. The operator shall clearly identify in the audio all important features: date, time, project owner's name, beginning and ending manhole numbers, street address adjacent to the segment being inspected, number of lateral connections observed, pull direction, viewing direction, pipe size and material. The operator shall clearly identify the location of the following: all wye-tee junctions, taps, breaks, roots, or other defects. 4.35.5 Video inspection will not exceed a traverse rate of 30 feet per minute. 4.35.6 The Contractor shall pause the digital recording at any time there is a delay in the inspection and restart the digital video recording in the same digital file. The pause shall in no way affect, freeze, or interrupt the replay of the video and shall not close the video file during the inspection. 4.35.7 Each pipe segment (manhole to manhole) shall be identified with an initial text screen and shall be completed in accordance with PACP's CCTV inspection form header Instructions and shall be as follows: Line Number&Description Line 1: Surveyed By Line 2: City Line 3: Street Line 4: Location Code* Line 5: Weather* Line 6: Direction of Survey Line 7: Use of sewer* Line 8: Pipe Material Line 9: Pipe Diameter/Height Line 10: Pipe Length (on plans) Line 11: Start Manhole Number Line 12: End Manhole Number Line 13: Inspection Time/Date 4.35.8 Line items noted with an asterisk (*) are optional depending on the line capacity of the text overlay equipment. 4.35.9 This data must completely match the data entered in the database header information. 4.35.10 The initial text screen shall appear no more than 15 seconds at the beginning of the video footage, and shall appear before the 360 degree pan of the starting manhole. 4.35.11 During the CCTV inspection, the video shall show the following text at all times: Line Number Description Line 1: City Line 2: Street/Start Manhole Number/ Direction of inspection/ End Manhole Number Line 3: Pipe Material / Pipe Size Line 4: Inspection Time/Date/Running Total 4.35.12 During the CCTV inspection, the camera shall stop at all defects and significant observations to ensure a clear and focused view of the pipe condition and shall rotate the camera head at the defect to allow for later adequate evaluation. 4.35.13 All defects and significant observations shall include a text overlay of the recorded observation. . • 40 • 4.35.14 Any other unidentifiable defect such as equipment interference or malfunction blurred or obscured images from an unknown source that detracts from the ability to completely and with reliable accuracy to read the image shall constitute a basis for rejection. 4.35.15 The video recording shall include on-screen observation text for every observation recorded in the database, including AMH, in addition to the text in Section 4.35.11. 4.35.16 The naming of the video file shall consist of the "FROM MANHOLE NUMBER", "TO MANHOLE NUMBER", and the eight digit inspection date, as shown in the following example, or as pre-approved by the City: SSAC62_SSAC63 20140327 (FromMHJoMH_YYYYMMDD) 4.36 Photographs 4.36.1 Digital photographs in JPEG format shall be made of all recorded defect observations. These photographs will be computer generated with the use of the inspection reporting system software. 4.36.2 JPEG images shall be captured at a minimum resolution of 640x480 pixels. 4.36.3 At a minimum, all photographs shall be named consisting of the following descriptions: "From Manhole Number", "To Manhole Number", eight digit inspection date, and the defect 'station' location along the pipe (e.g. SSAC62_SSAC63_20140327_125). It is in the Contractor's discretion as to additional data information that may be needed in the naming of the files to make each file unique within the file naming constraints of their inspection software. 4.36.4 Any additional information shall be included after the mandatory info specified above. The naming convention shall be consistent throughout the project and approved by the Project Manager. 4.36.5 A minimum of TWO photographs of each defect shall be taken, one with a perspective view and one with a close-up view. 4.36.6 ONE photograph is required for each lateral connection looking directly at the connection and each AMH observation from the bottom of the manhole looking up. 4.37 Additional Inspection Procedures 4.37.1 A full 360 degree pan of all manholes is required. This video footage shall occur at the beginning of each pipe segment survey inspection from the bottom of the manhole panning up the manhole shaft. The Contractor shall cover or shade the manhole opening to prevent too much light from entering the structure and to ensure a clear and focused view of the manhole interior. In instances when the manhole is the terminating manhole, then the pan shall occur at the end of the pipe segment survey inspection. 4.37.2 Video footage shall be taken centered on the pipe with the water level running horizontally. The camera shall run along the invert of the pipe and not at its side, 4110 unless it is passing a point obstacle. If extended driving on the side of the pipe is required, then either the pipe needs a more thorough cleaning or an observation should be noted from the PACP codes describing the nature of the obstacle. 4.37.3 Obstructions may be encountered during the course of the CCTV inspection that prevent the travel of the camera. In instances when obstructions are not passable, the Contractor shall withdraw the equipment and begin a CCTV inspection from the opposite end of the sewer reach. See Section 5.2, Reverse Inspection. 4.37.4 If an undocumented manhole is discovered (no green card)during the inspection, then a separate inspection shall be started for the additional pipe segment. The project manager shall be notified at the end of the work day when an undocumented manhole is discovered. 4.37.5 For undocumented manholes, the Contractor shall use the Upstream Manhole number followed by the letter "A", "B", etc (e.g. Upstream MH#_A) and upon the discovery of the undocumented manhole a comment using the MGO observation code shall be made indicating the undocumented manhole. 4.37.6 If an additional pipe segment is discovered within the current project boundary (i.e., it is branching off of an already-assigned MH), then it shall be cleaned, CCTV inspected, and documented in the same manner as the assigned segments. The Contractor shall label these segments either with existing MH numbers, if available, or with the A, B, C system described in Section 4.37.5. This segment shall include an MGO observation indicating this is a new segment. 4.37.7 If a particular line is inspected more than once, then the Contractor shall include all versions of the inspections in the database. The MGO observation shall be used on all inspections except at the first occurrence. The Contractor shall provide an explanation for the additional inspections in the Remarks section. 4.37.8 When the Contractor encounters a severe defect with a grade of"5" (e.g. broken pipe with soil/void visible, collapsed pipe, root ball barrel), the Contractor shall immediately contact the Project Manager for immediate remediation. 5 SPECIAL CONDITIONS INCOMPLETE SEGMENTS 5.1 A segment is considered complete when it has been videotaped entirely between two manholes or when a reverse inspection has been completed when a survey has been abandoned. Otherwise, the segment is considered incomplete. REVERSE INSPECTIONS 5.2 During a reverse inspection, the Contractor will access the opposite manhole of the segment and finish inspecting the remaining portion of the segment in the opposite direction. The camera shall televise the line from the opposite direction until the camera can no longer proceed due to the previously encountered obstacle, another encountered obstacle, or at the end of the segment at the END MH if no obstacle is encountered. At • • this time, the project manager will be notified and provisions will be made to clear the obstruction. 5.3 A reverse inspection is required when a situation is encountered during the inspection that prevents the camera from passing. Examples could include such things as protruding service connections,joint offsets, severe roots, collapsed pipe, etc. If it is not possible to complete a reversal due to circumstances such as a connection to a drop manhole or a regional trunk line or a buried manhole, this should be indicated by using the MGO code and documenting a comment why the reversal inspection was not able to be completed. The segment will then be considered complete. ABANDONED PIPELINES 5.4 If the Contractor encounters abandoned pipelines, such as those that are capped, the typical inspection procedures shall apply, including a 360 degree pan of the manhole, and an AMH code to start the inspection. However, the inspection shall terminate with an AEP code when there is a stub (short pipe segment) and terminates without a manhole. An MSA code shall be used for segments that have NO pipe segment and are terminated at the start manhole, in addition a comment shall be made indicating a capped pipeline. 5.5 All abandoned pipe segments shall be included on the "Special Segments List" for confirmation by the Project Manager before the line is excused. EXCESSIVE DEPTH OF FLOW 5.6 Maximum depth of flow for CCTV inspections shall be 25 percent of the pipe diameter. If the depth of flow is greater, then the CCTV inspection shall be performed during the low flow periods as approved in writing by the project manager. 5.7 The Contractor shall pay special attention to all local jurisdiction rules and regulations, especially regarding activities during off-peak hours. 5.8 If the flow is still above 25 percent on the return trip, then the Contractor has the following options: 5.8.1 The Contractor can use a flow-controlling mechanism (i.e. flow reducer) to control the flow and proceed with the inspection. After the initial screen and AMH observation, the MGO observation shall be used to note the reason for the return to this location and indicate the use of such flow-controlling equipment, in the appropriate box in the section header information screen. 5.8.2 The Contractor can include the segment on the Status Report. The City will either accept the inspection at this time or exercise the option to return with the Contractor to assist in diverting flows to get a thorough inspection. 5.8.3 In the event of high flows and a documented attempt during off-peak hours has been made, a reversal inspection should also be attempted (See Section 5.2). If the flow is high at this manhole, then a photo, a short video of the high flow condition and appropriate coding shall satisfy this segment as complete. • 5.8.4 The Contractor shall include the original inspection in the final submittal even with high flow conditions. 5.8.5 If the Contractor encounters a surcharging manhole (whereas the flow at the manhole is at least 50 percent of the sewer pipe diameter), then the Contractor shall immediately notify the Public Works Department at(310) 544-5252, and the Project Manager. 6 SEWER INSPECTION SUBMITTALS AND DELIVERABLES AND REVIEW SUBMITTALS 6.1 The Contractor shall provide Sample Data Submittal at the pre-construction meeting. 6.2 The City shall provide the Contractor with digital samples of all required documents for submittals on a CD at the preconstruction meeting. SAMPLE SUBMITTAL • 6.3 After the first working day of televising, the Contractor shall submit the work completed from all trucks and operators that are scheduled to work on this project to verify the quality of the work being performed. 6.4 This submittal shall include a database, videos, and photographs containing the first day of data collected from each operator and vehicle being used during the duration of the project and is due by 10 AM on Wednesday of the first week. 6.4.1.1 A summary table of all manholes and pipeline segments inspected shall be included with the following fields in the order listed: Column 1: Date of Cleaning Column 2: Date of Inspection Column 3: Start Manhole Column 4: Stop Manhole Column 5: Total Pipe Length Column 6: Feet TV'd Televised Length Column 7: Quick Maintenance Rating Column 8: Quick Structure Rating 6.5 The submittal data, videos, and photographs shall be complied onto a single CD or DVD or approved data collection/storage device. FINAL REPORT 6.6 Prior to the final report, a progress report shall be submitted within 5 working days via e- mail to the Project Manager to provide the City with adequate time to address any new remaining issues. 6.7 The final report shall be submitted within 10 working days from the starting date as noted on the Notice to Proceed. PAYMENT 1110 6.8 Prior to invoice submittal for the completion of all work as stated in this scope of work, the following shall be completed and submitted including all DELIVERABLES and REVIEWS: 6.8.1 The Contractor shall complete the requested work by the end of the Project Performance Period or submit a written request to the Project Manager for additional time THREE calendar days before the end of the Project Performance Period. The City will review the request and shall notify the Contractor in writing. 6.8.2 Submit copies of the final invoices and payment receipts from the water companies for the water utilized throughout the duration of the project. The paid invoice shall include the start and ending dates the contractor had custody of the water meter, as well as the meter's start and ending counter reading. DELIVERABLES 6.9 All deliverables become property of the City, including the external hard drives. 6.10 As part of the final report submittal, the Contractor shall submit all video recordings, image files, for all the required sewer line segments and manholes inspected and a database that includes ALL of the collected data, including the data provided in the progress report submittal. These items shall be stored on one (1) Western Digital My Passport Ultra 2 TB (color= Black) external hard drive, or approved equal ultra portable external hardrive, as pre-approved by the City. The submittal shall include the power cord and connection cable. The external hard drive and cables will become property of the City upon completion of the project. 6.11 External hard drive(s), binder cover and binder spine label shall include the following information on computer-generated labels: City of RPV—Abalone Cove Sewer System General Contractor Name and Sub-contractor Name Project Name(e.g. Abalone Cove Sewer Cleaning and Inspection 2014) Start Date of CCTV Inspections (e.g. MM/DD ) Finish Date of CCTV Inspections(e.g. MM/DD ) 6.12 All files included as part of the deliverables shall be contained within one single folder on the hard drive and labeled with the project name, the date, and the name of the submittal (i.e. first, second, final, punch list)as: Abalone Cove Sewer Cleaning and Inspection 2014_20140327_Punchlist (ProjectName_YYYVMMDD_SubmitalName) 6.13 The Contractor shall maintain a complete backup of all versions of electronic data submitted for a minimum of two years from date of project completion, and shall provide the City with a complete copy within this timeframe upon request at no cost. REVIEW 6.14 The video recordings, photographs, and data shall be reviewed by the Project Manager for focus, lighting, clarity of view, and technical quality. 0 6.15 Videos or photographs recorded while a camera has flipped over in the process of traveling or the viewing of laterals, obstructions, or defects are blocked by cables, skids or other equipment will not be accepted. 6.16 Shape, focus, proper lighting, and clear, distortion-free viewing during the camera operations shall be maintained. Failure to maintain these conditions will result in the rejection of the video and/or photographs by the Project Manager. 6.17 Videos or photographs recorded showing steam, inadequate lighting, or other poor image quality or poor audio quality will be cause for rejection and non-payment by the City. 6.18 Any reach of sewer where video/audio recording quality, inspection, and/or report is not acceptable according to this Scope of Work to the Project manager shall be re-televised, or data modified at no cost to the City if directed by the Project Manager. Otherwise, a credit may be applied to the final invoice for any inadequate work. 7 ADDITIONAL RESPONSIBILITIES OF THE CONTRACTOR 7.1 In the event of any Contractor-related overflow or interruption/backup of customer service, the Contractor shall immediately notify the Public Works Department at (310) 544-5252, and shall contain and eliminate the overflow. The Contractor shall also immediately notify the Project Manager. 7.2 The Contractor shall be responsible for any fines levied by others, reimbursement of any agency incurred costs, damage, cleanup, restoration of flow, and any disruption of service costs to customers as a result of the Contractor's work. This is in addition to any and all costs incurred by the customer. 7.3 The Contractor shall respect the rights of property owners, and not enter upon private property without obtaining permission from the owner of the property. 7.4 Manholes are located in easements on private property, the Contractor shall provide the resident with 72-hour advanced notice for easement access prior to entering the property, unless the resident provides immediate permission. The City shall provide a template of this notification which will include the City's logo and contact information. Notifications must include on-site contractor and CITY direct emergency phone numbers should residents experience sewer problems during the project. 7.5 Lines may be located in easements that are difficult to access. ALL sections shall be cleaned and CCTV inspected by the Contractor, unless otherwise excused or arranged by the City to be cleaned by others. 8 MEASUREMENTS OF PAYMENTS 8.1 Sewer line cleaning shall be paid for at the unit price bid per linear foot. Measurement of the actual number of feet cleaned shall be made from the center of the manholes in accordance with the specifications provided. 8.2 Television inspection of the sewer lines shall be paid for at the unit price bid per linear foot. Measurement of the actual number of feet inspected shall be made from the wall of the manhole in accordance with the specifications provided. Electronic media • documentation of all inspection observations (all labor, equipment and materials required to perform this task)shall be incidental to the sewer lines inspection. It should be noted that if reverse setups(a situation that arises when the television camera cannot pass through the manhole section, making it necessary to reverse the positions of the television equipment and enter the sewer from the opposite direction) are required during television inspection, the unit price bid per linear foot of television inspection will be paid for the actual footage between the manholes involved. Measurement of the actual number of feet inspected shall be made from the wall of the manhole to the point where the survey was abandoned from each direction. 8.3 Sewer Manhole Cleaning: Measurement for this item shall be based on each manhole. Payment for this Item shall be full compensation for all labor, equipment, plugging, debris removal and disposal in accordance with the specifications provided. 8.4 Sewer Manhole Inspection & Inspection Reporting: Measurement for this item shall be based on each manhole. Payment for this Item shall be full compensation for all labor, equipment and inspection reporting (electronic media documentation of all inspection observations) in accordance with the specifications provided. 8.5 In accordance with Labor Code Section 1770 et seq., this Project is a "public work," and thus, the Contractor and any Subcontractors must pay wages in accordance with the determination of the Director of the Department of Industrial Relations ('DIR") regarding the prevailing rate of per diem wages. Copies of those rates are on file with the Director of Public Works, which are available to any interested party upon request. Contractor shall post a copy of the DIR's determination of the prevailing rate of per diem wages at each job site. Sanitary Sewer Cleaning and Inspection for Abalone Cove Sewer System Base Bid Line Description Unit Estimated Unit Price Extended Price Quantity . (Estimated Quantity x Unit Price) 1. Sewer Line Cleaning LF 6,745 $ $ (See note no. 8.1) 2. Sewer Line Television Inspection & LF 6,745 $ $ Inspection Reporting (See note no. 8.2) 3. Manhole Cleanup EA 15 $ $ (See note no. 8.3) 4. Manhole Inspection & EA 31 $ $ Inspection Reporting (See note no. 8.4) Total Bid in Numbers: $ TOTAL COST ADD LINES 1-4 Total Bid in Words: Estimated quantities are for bid purposes only. The City reserves the right to increase or decrease the estimated quantity. Name,job title and company name Date 411 Attachment 'A' SPECIFICATION FOR SEWER LINE CLEANING (As Provided by NASSCO) 1 Intent:The intent of sewer line cleaning is to remove foreign materials from the lines and restore the sewer to a minimum of 95%of the original carrying capacity or as required for proper seating of internal pipe joint sealing packers. Since the success of the other phases of work depends a great deal on the cleanliness of the lines, the importance of this phase of the operation is emphasized. It is recognized that there are some conditions such as broken pipe and major blockages that prevent cleaning from being accomplished or where additional damage would result if cleaning were attempted or continued. Should such conditions be encountered, the Contractor will not be required to clean those specific manhole sections. If in the course of normal cleaning operations, damage does result from preexisting and unforeseen conditions such as broken pipe,the Contractor will not be held responsible. 2 Cleaning Equipment: (2.1) Hydraulically Propelled Equipment:The equipment used shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper around the outer periphery to insure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. (22) High Velocity Jet (Hydrocleaning) Equipment AN high-velocity sewer cleaning equipment shall be constructed for ease and safety of operation. The equipment shall have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank,auxiliary engines,pumps,and hydraulically driven hose reel. The NASSCO Jetter Code of Practice shall be consulted as a guide for the selection of different type nozzles and recommended pressure applications for various cleaning requirements (2.3) Mechanically Powered Equipment:Bucket machines shall be in pairs with sufficient power to perform the work in an efficient manner. Machines shall be belt operated or have an overload device. Machines with direct drive that could cause damage to the pipe will not be allowed. A power rodding machine shall be either a sectional or continuous rod type capable of holding a minimum of 750 feet of rod. The rod shall be specifically heat treated steel. To insure safe operation, the machine shall be fully enclosed and have an automatic safety clutch or relief valve. (2.4) Large Diameter Cleaning: For cleaning large diameter sewer,storm or combination pipes, consideration should be given to a combination hydraulic high volume water and solids separation system. The flow from the sewer will provide water for the pump operation so no potable water is necessary and treatment costs are not a factor. Water volume of up to 250 GPM at 2000 PSI+ will move solids to the downstream manhole in high flow conditions. The separation system will dewater solids to 95% (passing a paint filter test) and transfer them to a dump truck for transport to a sewage treatment plant or approved landfill. Sewer water will be filtered to a point where it can be used in the pump for continuous cleaning. No by-passing of sewer flows will be necessary. The unit shall be 41110 capable of 24 hour operation and the unit shall not leave the manhole until a section is fully cleaned. 3 Cleaning Precautions: During sewer cleaning operations,satisfactory precautions shall be taken In the use of cleaning equipment. When hydraulically propelled cleaning tools (which depend upon water pressure to provide their cleaning force)or tools which retard the flow in the sewer line are used, precautions shall be taken to insure that the water pressure created does not damage or cause flooding of public or private property being served by the sewer. When possible,the flow of sewage in the sewer shall be utilized to provide the necessary pressure for hydraulic cleaning devices. When additional water from fire hydrants is necessary to avoid delay in normal work procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. 4 Sewer Cleaning: The designated sewer manhole sections shall be cleaned using hydraulically propelled,high-velocity jet,or mechanically powered equipment. Selection of the equipment used shall be based on the conditions of lines at the time the work commences. The equipment and methods selected shall be satisfactory to the Owner's Representative. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. if cleaning of an entire section cannot be successfully performed from one manhole,the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or the equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists and the cleaning effort shall be abandoned. 5 Root Removal: Roots shall be removed in the designated sections where root intrusion is a problem. Special attention should be used during the cleaning operation to assure almost complete removal of roots from the joints. Any roots which could prevent the seating of a packer or could prevent the proper application of chemical sealants shall be removed. Procedures may include the use of mechanical equipment such as rodding machines, bucket machines and winches using root cutters and porcupines, and equipment such as high-velocity jet cleaners. Chemical root treatment may be used at the option of the Contractor. 6 Chemical Root Treatment: To aid in the removal of roots and at the option of the Contractor, manhole sections that have root intrusion may be treated with an approved herbicide. The application of the herbicide to the roots shall be done in accordance with the manufacturer's recommendations and specifications in such a manner to predude damage to surrounding vegetation. Any damaged vegetation so designated by the Engineer shall be replaced by the Contractor at no additional cost to the Owner. All safety precautions as recommended by the manufacturer shall be adhered to concerning handling and application of the herbicide (see SEWER CHEMICAL ROOT TREATMENT). • 0 Attachment 'B' CCTV Codes Ob:rrsmca=Full: - Ol::errstie.Fadi: ',2r9�:'- --4G e-siCult 1 Du.crgurs FarZY Or C Det j DY:crt�a:z .,i, NI=N:::t MCU C s.:.-a Jade:xsx: MGO Gana:obm-.-azoa 0 Sr M care.. R=Looe; RF Boot:-Fi A MGP Gaarri Pnorc MJ 3cire Loc.:.Chante RM tort:-13ed,--- MI.0 L:ice Charsc MSC Siape or Sit&Chasse Ab React.-Sas Ma Ware:Lime. MWLS Water Levi:5 is RT Root;-Tap MWM Aare:Mark1'=Vero= A:C '1'srarn-C ccl-cac}.o: mV' D,e r.:t1.ti bio VR. Veca'..n-Rae Nn-N Dye Tett Not t'i:ale ! VZ v.rs:=-Cthar MMC Mate al Clans Saar rural Brick-a-n:1 DB D:tpicsd Brick MSA SZrteti Aloud=d DI Dropped Invert Coi rricdoa 4.=Arms PcJi: .CCB Cala Bas:. MB MissiniB:ick Yesrnre: AID C Inzrze 1 24 CC=Mics ap AD? D::Carp.Pct C=C:acl CC Crack C=o.=is--aan l AEF End of Pipe ( CL Cra:k Lea:- d=1 A0? Spa:i:]Ciaaoks: CTS, C:ack Loagi:udzzl t:::ji: ATC Tee Cc=er6c: C113 Crack Longrarnal Il is AWW Wm Wel: CIf4 Crack Loa a--n•Fre: - ' A1B 3•:.zzcn 5 as C1. Crack 1.1n.....411, AN: ,M.:s: CS 'Crack Spiral AMR Ma_.Dcle F:Fracru. Ft Fract.m-s Ccco.:.�a-.cta: AWA t.asx:.ar.:Aeca:Drica FL Fracrr.C.=gir ale=s: ?S=Izr..dinf Seal IS GT Ln alma Seal Groat !HZ Fru^-.Coed medi=a:ELI r:. : FH' Fracras 1-anlitudira:l-:ir:.' ISM Latrudili Seal Riaz FIR Frurcrs Loalarade..s:Hinge. 1SZ Lacs3ins Sall Cite: FU Frac rare ainitiis I.=Line Alam' 1.D Al.isnit,ero n o r FS ?morns Spats. LU .42-4=--=Up 5:Broken B Broksa 1L A:i :Lep: 5Sv Bra=-Sail Viaab'.s LR Antis:,Right DVV Bram-Void 1 isit:s L. A:-is+:a _ :L•iUporLotDown ' H=Hole H F.Cs; A.=cm=Lir.L'p cr Riga DM= 1 HSV I?c::-Sc:]V:ill. T=Tap IS T4 Brsal-I3(Ab.C.ar D) 1 HVV Hees-Void Vinbla IF T.=Ts nor,.(A.B.C.or D) ;=Deformariaz D Deforzsd Pips 77, Tap Rs::abi.hated 4A.3.C.ac D' 79 Dasarr cad Brick•Her.z=ra: TS Tap SadiLs(A.B.C.cr D) D1• Dsb.d 3si:k-Verna_ 0 O. s1 D=Depc:i:. DA Atta:bed doom S=Collapse Col: ed Brick Sow,: Det Iap+a:ed deposits CoL p:ed Sewer Pips DS SenCed dsposrti : .,•_;-GT=Gr .' Two o C- Grata Air Twit Passed 1=hi=ire :1 J e in' • Grote Air Tett Failed :C. 3citt • . Urat.e to perform Gtr:.Tett JS lc in!Sopa.-rk: 1=Iafilitato= i LIE:zazca Staff, ALF=Lizia4 Facers .FAC I.You •AEar4ansa tzaae.-zc= ::Z' Laii:zritz Weeper cr Fai'.rts LFAS Lrning Fai:zro-Aeries:S arc *.zazcap:: LF8 Lziag Feature-Blis L:. 723:a Rr:mas LF3K Ltaiaz Fai:=+s-Buckled Loll:trainn titular LFBL' LziC4 Faarc.•e-Brills 03 a Obamcle: 155 Obstacle-B:ict LFCS L Fai:-Ccmaction Car Sli ? CB: Ott.-a:]s•Thi Caaaarton I.FD Lei:t faatt:.-e-D.tscbaj OBI Ot:tarle-Iacuen;t Wall LFD C Lrnirg fair-DieccCara 053 Ot.:arle-Ia 1c:oi LFDE Lisp Faun e-Deficit End OBM Oksrar10-Pip meati"-al I trot Lung Fair-De:an iasaor. OBIT Obstacle-Como:Bekaa 1 L.f02 L Feet.-0 er Connect= OSP Obrracle-External Pie cr cable I LFL': L Feat.-U:.derrer CAI:atsctoa 05R 0luacle-Rai.a LFPH L. g Fai-mrs-Paiho:e 055 CSFrracle-Eta i into aa-..r:ge LFRS Lrnirig Eelam•Resit Slii OBZ Of-.tach-C s; L73 L :.g Eaters-Wrinkled I.FZ Lzi t Feature-C►tc: • '►'t:_Waid=uis.-e WFC Aeld=si:'zs-Carur-fs.-ant a: WTI. Weld Fai* c-Laced-dim: WFlI! Weld Furan•Mtxlcipls WFS WeldFai s-Spa: A'FTWald f ai::ss-O*10 boa Damage SA.Sztfacs S.434 1 Ssrfue its-as=a1 Mitains Atgrssax Dagga SAP Sarfar.Agr.px Projectins SAV S.atfue Agz�s�rat.Viiittle ._ SC�n.•fa:a Conner SC? Szsfaca C ouica-Moral PYa RsF Upon.RP= per Rr . Repair Localized .mac SM=Surfare\sit ize _ S.MW Srsfa:a Minas-Wall RP= Roc air Localized LiwiC rIG:FS:i SK=S;.--fa ce SRC Szrface rs :Ca-tc3:3 Ra? Rcp:ir Pa-:i laid=azsat 53.? 'Status F sous:sem:.:P:ajec:iza Ttias�D fair Parma Defie.-zts S3.V Szrface F.szfar;e=an-Vi-.31:4 RPR 1,4 sir Point Pipe Karla:e.f SR eStt--fere Rcul t:ss&. 5R1 Szrface Kouah:as.It:reassd RPRD Bait Point Defactvs SS=Soria re Ssa:lira S55 5=far s Spelling 1L7Z F.:p La-Cesar SZ=Sto a-Lear SZ__ _Q.e7: _ _ RP= _peYar- defecti,e Attachment 'C' CHECKLIST FOR EXECUTION OF MAINTENANCE AGREEMENT TO BE SUBMITTED BY SUCCESSFUL BIDDER: [II Contractor's License Certificate/State of California Card (must be current) r 1 Agreement to Comply with California Labor Law Requirements C� Workers Compensation Insurance Certificate 11 Liability Insurance Certificate in the Amount of$1 Million, Naming the City as a Co-insured ri Automobile Insurance Certificate in the Amount of $1 Million, Naming the City as a Co- insured C' General Aggregate Insurance Certificate in the Amount of $2 Million, Naming the City as a Co-insured C Additional Insured Endorsement - Comprehensive General Liability - City of Rancho Palos Verdes must be Endorsed (See samples attached) C City Business License with the City of Rancho Palos Verdes • •• • , AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS 1. Contractor acknowledges that the project as defined in this Agreement between Contractor and the City, to which this Agreement to Comply with California Labor Law Requirements is attached and incorporated by reference, is a "public work" as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code ("Chapter 1"), and that this Agreement is subject to (a) Chapter 1, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director of Industrial Relations ("DIR") implementing such statutes. Contractor shall perform all work on the project as a public work. Contractor shall comply with and be bound by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in full herein. 2. California law requires the inclusion of specific Labor Code provisions in certain contracts. The inclusion of such specific provisions below, whether or not required by California law, does not alter the meaning or scope of Section 1 above. 3. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Agreement are on file at City Hall and will be made available to any interested party on request. Contractor acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and Contractor shall post such rates at each job site covered by this Agreement. 4. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor. 5. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to (1) keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776, (2)certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. 6. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6 and 1777.7 and California Administrative Code title 8, section 200 et seq. concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement. 7. Contractor acknowledges that eight (8) hours labor constitutes a legal day's work. Contractor shall comply with and be bound by Labor Code Section 1810. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight(8) hours in any one (1) calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Contractor in excess of 8 hours per day, and 40 hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 11/2 times the basic rate of pay. 8. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows: • "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." 9. For every subcontractor who will perform work on the project, Contractor shall be responsible for such subcontractor's compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and Contractor shall include in the written contract between it and each subcontractor a copy of those statutory provisions and a requirement that each subcontractor shall comply with those statutory provisions. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a periodic review of the certified payroll records of the subcontractor and upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any failure. 10. To the maximum extent permitted by law, Contractor shall indemnify, hold harmless and defend (at Contractor's expense with counsel reasonably acceptable to the City) the City, its officials, officers, employees, agents and independent contractors serving in the role of City officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed above by any person or entity (including Contractor, its subcontractors, and each of their officials, officers, employees and agents) in connection with any work undertaken or in connection with the Agreement, including without limitation the payment of all consequential damages, attorneys' fees, and other related costs and expenses. All duties of Contractor under this Section shall survive termination of the Agreement. Date: Signature 1: Signature 2: • • . •• POLICY NEER: COMMERCIAL GENERAL LIABILITY CG201007M THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS -- SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional insured Persontsj Or OrSardzadonls): Looation(s)Of Covered Operations *tomato' ntouired to oorrdele this Schedule-If rasho n above.will be sit m the Declarations. A. Section N—Who Is An hsured is amended to B. With respect to the insuranoe afforded to these include as an additional insured the person(s)or additional insureds.the following additional maaiu- organialion(s) shown in the Schedule. but only sions appy: with to Babe ity for"beyInjury".'property This insurance does not apply to'bodily*jun/or damage` or 'personal and advertising injury" *property damage"occurring anter. caused.in whole or in Part,by i. Your cols or or 1. Al work, including materiels, parts or equip- mmnt furnished in connection with such work. 2. The rids or omissions of those acting on your on the project(other than service.maintenance behalf or repairs)to be performed by or on behalf of in the a of your ongoing operations for the addr0orral insured(s)at location of the the additional insured(s)at the location(s) twig- covered operations has been compleiect or nated above 2. That portion of 'your work' out of vitiate the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or s en- gaged in perming operations for a peireical as a part of the same project CG 2010 07 IN 0 ISO Properties,Inc.,2004 Pape 1 of 1 0 111111 POUCY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 37 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL.UABIUTY COVERAGE PART SCHEDULE Name of Person or Organization: Location And Description of Completed Operations: Additional Premium: (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) Section II —Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule.but only with respect to liability arising out of"your work"at the location designated and described in the schedule of this endorsement performed for that insured and included in the"products-completed opereions haz- ard'. azard'. 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T ‘' i Ia +rt } /1:41kH,.:.., Abalone Cove Sewer System Overview MapRANCHO PALC)S VERDES • Not to Scale 30940 HAWTHORNS BOULEVARD RANCHO PALOS VERDES,CA 90275 , F e 0 1 PIPELINE SEGMENTS TO BE CLEANED &VIDEO INSPECTED Note: All manholes shall be inspected for any sludge, dirt,sand,rocks, grit, loose LEGEND solids, roots, grease and any other debris and shall be photographed with FROM TO FROM TO GPS data recording camera prior to cleaning. Manholes shall be cleaned C) Sewer Manhole prior to pipeline segment cleanup and video inspection. Care shall be exercised in the selection and use of cleaning tools to avoid manhole& 8" Sewer Pipeline SSAC71 SSAC72 SSAC59 SSAC60 sewer pipeline clogging and/or damage. p SSAC72 SPAC4 SSAC60 SPAC2 — —}— — Force Main SSAC69 SSAC68 SSAC61 SSAC62 SSAC68 SSAC67 SSAC62 SSAC63 SSAC67 SSAC18 SSAC63 SSAC64 i Y' � �'.•�". �,.r, ;r � �p,f'��^�`a •iitkilid . � � �,,,, .•�. � `ice �• BJP. _ ,,,,*-. b• , �4 r„y 5.„. ” RLi>tri�J J'1 ; *1 �I,,,,/ r f ` .. �1 *'1M . s .,,,c.:22 r.,t- '''''- 4, isiligirisai,""*: - ' itkw ... . ., ... - . ..,.., . di 2., , , . r oN SSAC23 SSAC18 SSAC64 SPAC3 y ' -� 5' m . ",�� P ,. { z� im , L. SSAC58 SSAC59 SSAC66 SPAC3 '. \-- it' ill '` I �r1 ' ''. ---1 141e. ':' . i :' - - 44'w _lot :'-' 11;. • w_s . __ T^ �, l� (y .� �, ,+:, ink "�1' t\;, 345' ` , ...%,:p*. mart - ,, '�.,, � •_,w �.�r►.� I - � 't �"i. -. -,i �' ,. S lir. $,,,:: 1k 1 '.1 - ' , to .k.,-4, _ • _- - .+ •S S,A,C� ° S S.AC 0`1 . _„ i '` I 1 1 4.10A,-.. 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'''''' -,IA- • ,,, .,,, , . ,f - 7.:,,,, if Iiiiii - , ' 1 :,_ ,. 7,..,,,,, I. ,.c.c4. / .,: , ,,...„..,_....,,,..,..,. . {� a rrr,''�S . - # f J I :'"�i' , ,." �J•"l.0 ° I j ' lik 1 00. 0, 1140 Fih. .,‘ r.--/ -._ SSAC64 1 ,' 1j _ r _ . 250D r l AL : r SS_�+�C 71 ,r ' '. 260' i , , : / ;;7.7 1.Y.: „.-. ..::;,,c, .,../ ' ... vi 4_,--__...-- I •t . .1.4- „ . 4 i ,i- i' . , .... N ' -;'''.'ft' .1 i ' .1 , 1V. '\14:4LI: ' ''.t ..,..4: ''S' 7' -4:"SI 1:t.i'' ' ,.. .....=''''.1 t; '14 .- i i t 1 ''''''.4_,..1-;‘, : ''''N„: -,., in -.;,, Ilk : - - , , ,\ ,, -,,,.,, 1 - ,:-,:, ilk .‘ ir - mimr.e. 1 ..- -, N. _ • .� t._v�.�"kC r� (o27L; d tt `. ,, L. adipi:%,, SF 'J .• � 4 ;_vsi .• Nj ,\:*. .A. ..l',.:-,..., :7'0°' -`- .r.,- - i,' 1 1- , i *---. . , -....i..,. .... 44,. . . .._P AC.-.4.. .'.",, li i tt .,,,,, , IN ., ,. ...1 s " t soi .i. .., .., N% dr,,.*. , ,, 1' ., . - , /-_ "T. is 111.. ' . • r a .„ ' l 4 , -1, -.X"%el N ' g c :N.N.04, , , . . ..--------1-. t, ,,,, ....-,,,. i_. , .1- ,,, , ' -...:, 4 , ,,, . . -. * •. -A * All dimensions are an approximation. — ' RANCHO PAL()S VERDES 41 Sewer I'VE a N 1 (Map is for reference purposes only) Not to Scale 30940 HAWTHORNS BOULEVARD RANCHO PALOS VERDES,CA 90275 • i • 0 PIPELINE SEGMENTS TO BE LEGEND CLEANED &VIDEO INSPECTED Sewer Manhole 8" Sewer Pipeline ___ FROM TO FROM TO ''"�� • � ---- - = � ... — Force Main ..if . 1 . SSAC18 SSAC17 SSAC10 SSAC09 ''t:/at`' ' ', p. N ` ' ' 4 e .4: W - -,� 285' _,-. SSAC17 SSAC16 SSA 09 SSA ' -; _ ' St Oh " ifSSAC17 SSAC16 SSAC15 SSAC08 SSAC07 - ti ' ". , . , 300 •t SSAC15 SSAC14 SSAC07 SSAC06 ., ` SSAC14 SSAC13 SSAC06 SSAC05k r : --• '.-- ^1:1' ; , - " ti T" SSAC 16r' ... A' II, e' r SSAC13 SSAC12 SSAC05 SSAC04 : - lit \%4Iik - .-;1:' Note: : , .: �,Vt it' - SSA 12 All manholes shall be inspected for any sludge, dirt, sand,rocks,grit,loose . / ,. ' , C SSAC 11 SSAC04 SSAC03 'X'' .,, .' ' . - i_ solids, roots, grease and anyother debris and shall bephotographed with w GPS data recording camera prior to cleaning. Manholes shall be cleaned .,,., .: srly y �i, r, ,,,. �. : A 11 SSAC 10 SSAC03 S PAC 1 prior to pipeline segment cleanup and video inspection. Care shall be ,;' exercised in the selection and use of cleaning tools to avoid manhole& "' *t , '� sewer pipeline clogging and/or damage. ....... ..? .f I -": �1'.\-.., •': N 1 a kw ", t SSr•C 1 s - �• - 4):411tr is - ...„ . _. ...P -- Pim... s . , • to _. ', y , ts.„, . ... : „4, ,...4-4`40^ . sty' 7.4441 t . di6 44*- Boa' � _..._- •�:":11'.'t ,,; _ SSAC01 - .44. - A. a a , , 350' + y�* T w u. it'', '*NAM' c .** , ..,iL '44 _,„,- 15' 11 -•":# 0 17NF ' '141,',.# ,- -wr ',,,,,, ,-Rif ' ...e'''..-; , , '41.. 'St -a..414140 ".4., % DIY a' '• �`rx ' S J AL `t W , ,s '� it4 4414' -4 - ,... .i .... . 7 -, . /* • t ' . . k iii, ' *.:11' ,.. 0 S SAC 11'7,,,*, , it*4, . -/ ,.f ,*. I' , ' ( ,itat,'Or,* -A* s'' .. --- - -,:—- -- , , PCx . :- . 1 S ,,.:.7. : • ,, _ 4144,„‘vfigi, ' ''''-",,„, ‘''''''''''''-' 2.°' 4-1. ''44 1 ' li.' . ; 4; *;4641wfr ' -' 'k Nilifil , :/...,SSAC 04 --"*.,-.. , it 4w t.,, , . Ai' - ‘:' \ '' . INIV 1..#4,4 :** - . , -, 1.4, - • 0.-- .1%- . . . .,.. , .., ,,,, - , i il, 4 -zr''''' SS AC 0' , 1 Ili - ,... .".11' , II* 4- '-= N.4 ii,,,,4,.. .. ,' - \.-' ._ •IL (4 0 i , 'Nox,,,,* `, :-", ' :,..4 1 iii:11, F• t • � ' Y ` y 6� y , ,' -,!.t.' k iikeviimea ; 73 �4V4� �4r` li •ro-_.B�.:Se. _....e 1. _,--^��..,..re...:-.l..i�'.�i+-.'��mG.:�._..:..�.yrw,a:L-.,i4.s��..:...,..�..,.�.-.�=.allOass.-...-:1:.E..�.:tfif�.ir..YMfe�Yt.. .. -a..•.::' . L- .,.a`, �. * All dimensions are an approximation. .111:b,111 RANCHO PALC)S VERDES Sewer Map No . 2 • (Map is for reference purposes only) Not to Scale 30940 HAWTHORNE BOULEVARD RANCHO PALOS VERDES,CA 90275 . 0 0 _ Exhibit B Sanitary Sewer Cleaning and Inspection for Abalone Cove Sewer System Base Bid Line Description Unit Estimated Unit Price j Extended Price Quantity ', (Estimated Quantity , _ x Unit Price) 1 1. � Sewer Line Cleaning LF 6,745 I $6.60 $ 40 LA-7. cfiN (See note no.8.1) 2. '! Sewer Line Television r Inspection& LF 6,745 � $0.(s5 $ 9i l� . Z 7 Inspection Reporting l (See note no.8.2) — 3. I Manhole Cleanup EA 15 S $ � (See note no.8.3) 2cL .uo 4W .06 4. I Manhole Inspection & EA 31 $ t $ 5.n Inspection Reporting 1Z7•° 3 �l (See note no.8.4) Total Bid in Numbers: $ TOTAL COST t S �1 O LD Z 5 ADD LINES 1-4 Total Bid in Words: L S I c%P-oci,,,J 'tkAdoSAIJ 1 ILI."4'' \lefkki4 il-tA 5,,6 DO(11/vis J� Estimated quantities are for bid purposes only. The City reserves the right to increase or decrease the estimated quantity. (9 t.134.... (C.kik WI Wrai-cur C.)ta,Q"Kr (2(hr.,....,.... Q.(1,.(..;,v., -ct..., kk L-t. is• ty Name,job title and company name Date IS •: - Bond No. 1001018525 PAYMENT BOND (LABOR AND MATERIALS) KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS the City of Rancho Palos Verdes, California ("Public Agency"), has awarded to PERFORMANCE PIPELINE TECHNOLOGIES,5901 WARNER AVE#482,HUNTINGTON BEACH,CA 92649 (Name and address of Contractor) ("Principal"), a contract (the "Contract"), which is incorporated herein by this reference, for the work described as follows: ABALONE COVE SEWER CLEANING, INSPECTION AND REPORTING PHASE II WHEREAS, Principal is required under the terms of the Contract and the California Civil Code to file a good and sufficient payment bond with the Public Agency to secure the payment of claims of laborers,mechanics, material persons, and other persons as provided by law. NOW, THEREFORE, we, the undersigned Principal, and AMERICAN CONTRACTORS INDEMNITY COMPANY 601 S.FIGUEROA STREET,SUITE 1600,LOS ANGELES,CA 90017 (Name and address of Surety) ("Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the Public Agency and all subcontractors,laborers,material persons,and other persons employed in the performance of the Contract in the penal sum of FIFTEEN THOUSAND,THREE HUNDRED SIX AND 25/100 DOLLARS Dollars ($ 15,306.25 ) (the "Penal Sum"), this amount being not less than one hundred percent(100%)of the total Contract price, in lawful money of the United States of America,for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Section 9100 of the California Civil Code,or any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract,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 work or labor performed under the Contract, the Surety will pay for the same in an amount not exceeding the Penal Sum specified in this bond;otherwise,this obligation shall become null and void. This bond shall inure to the benefit of any of the persons named in Section 9100 of the California Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon the bond. In case suit is brought upon this bond, Surety further agrees to pay, in addition to the Penal Sum, all costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by the Public Agency in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Further, the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration,addition or modification to the terms of the Contract,or of the work to be performed there under, R6876-0001\1682822v2.doc C- 1 • • or the specifications for the same,shall in any way affect its obligations under this bond,and it does hereby waive notice of any such change,extension of time, alteration, addition,or modification to the terms of the Contract or to the work or to the specifications there under. Surety hereby waives the provisions of California Civil Code sections 2845 and 2849. IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety,on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Dated: April 28,2014 "Principal" "Surety" PERFORMANCE PIPELINE TECHNOLOGIES AMERICAN CONTRACTORS EMNITY COMPANY /11/11( (5-ciJ By: By: Michael R.Langan Its 0kij1UJ'f Its Attorney in Fact By: By: Its Its (Seal) (Seal) APPROVED AS TO SURETY AND PRINCIPAL APPROVED AS TO FORM: AMOUNT RICHARDS, WATSON & GERSHON A Professional Corporation By: By: Insurance Administrator Public Agency Attorney Note: This bond must be executed in duplicate and dated,all signatures must be notarized,and evidence of the authority of any person signing as attorney-in-fact must be attached. R6876-0001\1682822v2.doc C-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles 1 Kendra Michelle Boots, Notary Public. , OnC*1� :20 before mesDate Here Insert Name and Title of the Offer personally appeared Michael R. Langan Names)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person{4 whose named isf'subscribed to the �._.._.._. -- -- ------- .--- within instrument and acknowledged to me that KENDRA MICHELLE BOOTS heargay executed the same in his authorized �-, COMM. # 1951463 < and that by hisift#1150 signatureon the rx tx ' -,r• „! DoT RN PUBLIC- CALIFORNIA instrument the person0'- or the entity upon behalf of . ` LOS ANGELES COUNTY '-` which the persor4 acted, executed the instrument. My Comm.Expires Oct 7,2015 I 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. �� .1. a--19/ eldtk Race Notary Seat Above Signatur- Signature of Notary Ptc OPTIONAL - Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document 'rt-cL Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Michael R. Langan Signer's Name: E Individual 1 Individual Corporate Officer—Title(s): =Corporate Officer—Title(s): 73 Partner--D Limited Li Generala�GFrr'mur:�e��r�-� E Partner Limited U General R G ;-' UR,S3PAiNT fAkttOF SIGNERL_:Attorneyin Fact °`SIGNER orne in Fact Top of thumb heref-. Top of thumb here LI • Trustee Trustee C..'^ Guardian or Conservator Li Guardian or Conservator U Other: _Other: Signer Is Representing: Signer is Representing: ANER.TCA.N CONTRACTORS IIS: .1 TTY Co` PAWL ©2007 National Notary Association•9350 De Soto Ave..P.O.Box 2402•Chatsworth,CA 91313.2402•www.NationaiNotary.org Item#5907 Reorder.Can Toll-Free 1-800-876-6827 • POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY' UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That American Contractors Indemnity Company,a California corporation,United States - - -_ Y- Com Company, a Maryland co and U.& Specialty Insurance Company, a Texas corporation v , the_ anies"),do by these present , ortitute and appoint: _-- Michael R.Langan of Pasadena,California its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferredJn its name, place and stead,to execute,acknowledge and deliver any and all=bAnds, recognizances, undertakings ur her instruments or contracts of suretyship to include riders, amendments, and cons s of surety, pr in the bond 4teiWT does t emceed ******One Million Eight Hundred Sixty Three ****** Dollars ($ **I, 0. ** ). -ThMc'ervVer of Attorney shall expire without further action on December 08,2016. This PQM of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved, that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: lttorn -in-Fact may be given full power ard authOrity for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,anOind all taxis, rcOgnikinces, contracts, agreements or iiWnlny and=other condi or obligatory undertakings, including any and all consents for the ilea rntages and/or final estimates on engirg anconstruction contracts,and any and all notices and documents canceling or terminating tizfrrilmiyusiiRty thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed-and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any boncLo ndertaking to which it is attached. INI ESS REOF,The Companies have caused this instrument to ggnMantlorporate seals to be hereto affixed,this 10th day ofecember,2012. AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY .,orate Seals eT ,. , - �� , ; iNCORPORATEi y- '�' J� _ _ .r/� =- ,• — _ SEPT 25.1990 <- - p ,' / '�• .-.3 Daniel P. Aguilar Vice President State of California `, ''',,,,f,,,,r,*,;11,,,1,``'\`. County of Los Angeles SS: r Mme rnber,2012,before me,Vanessa Wright,a notary pub aniel P.Aguilar,Vice ftesident of Aric ntractdfs Indemnity Company, United States Surety CompanJWSpit,Onsurance Company whored to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature 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 anrrect. =-------WITNESS my hand and official s -I__ 17647""*"4"64*-mail Signature A A r (Seal) x:` ��{ , ,t ► —I, an ee, Assistant Secretary of American Contractors Indemnity Company, Unitetater Surety Company and U.S. S P = Insura =- - Company, do hereby certify that the above and foregoing is a e and coct copy Power of Attorney,executed by mid Compania,which is still in full force and effect; furthermore,the restitutions of s M3irectors,set of in the Power of Attorney are in full force and effect. ce±1A In Witness Wher of, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles,California this day { - of ,J 'c`t L ,2 o I L( _ rate Sealy - - "It tri:ir.+1j! ',t11111tf1111r/// „„„,,1111 /1/./, .... ;11(41' kW* :V./ Bond No. 00/0/56-15- fr• f°3 a Jeannie Lee ssistant Secretary ER, Agency No. 3129 - •,SEPT 25.1994 <- • __ - -- 44. Iliai,t`\''*'''` 11f1OO`````