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Item 28 - Water Well, Pump, and Motor Rehabilitation and Repair Services
Public Works Agency www.santa-ana.org/pw Item # 28 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report August 17, 2021 TOPIC: Water Well, Pump, and Motor Rehabilitation and Repair Services AGENDA TITLE Approve Agreements with General Pump Company, Inc., Layne Christensen Company, and Weber Water Resources CA, LLC for Water Well, Pump and Motor Rehabilitation and Repair Services for a Total Amount Not to Exceed $3,250,000 for up to a Five -Year Term (Non -General Fund) RECOMMENDED ACTION Authorize the City Manager to execute agreements with General Pump Company, Inc., Layne Christensen Company, and Weber Water Resources CA, LLC to provide water well, pump and motor rehabilitation and repair services, for a three-year period beginning August 17, 2021 and expiring August 16, 2024, with provisions for one, two-year renewal period exercisable by the City Manager and City Attorney, with a shared aggregate amount not to exceed of $3,250,000, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION The Public Works Agency's Water Resources Division oversees and maintains the daily operations of the City's water and sanitary sewer systems. The water system is composed of approximately 480 miles of water main, 21 groundwater wells, seven pump stations, 10 reservoirs with a storage capacity of 49 million gallons, four pressure regulating stations, and seven connection points to the Metropolitan Water District (MWD). The system has an average daily demand of 30 million gallons from its roughly 45,000 service connections. In order to meet customer demand, staff relies on water production equipment to be in proper working condition. When issues arise, it is typically more efficient and less intrusive to repair or rehabilitate the equipment rather than replace the affected components. Staff has determined that through rehabilitation, production wells can be restored to optimal working conditions, increasing water production efficiency and capacity. On April 28, 2021, the Public Works Agency issued Request for Proposals (RFP) 21-059 for contractors to provide sewer system repair services. The RFP was advertised on the City's online bid management and publication system with bids due on May 27, 2021. Water Well, Pump, and Motor Rehabilitation and Repair Services August 17, 2021 Page 2 System records indicate 182 vendors were notified and 26 vendors downloaded proposal files. Three proposals were received and evaluated by a selection committee. Based on the criteria as outlined in the RFP, all proposals received were categorized as responsive, and their respective scores are as follows: FIRM LOCATION PROPOSAL SCORE General Pump Company, Inc. San Dimas, CA 89 Layne Christensen Company Redlands, CA 83 Weber Water Resources CA, LLC Corona, CA 73 In accordance with the RFP scores, staff recommends entering into agreements with General Pump Company, Inc., Layne Christensen Company, and Weber Water Resources CA, LLC to provide water well, pump and motor rehabilitation, and repair services. The proposals demonstrated high levels of technical competency and experience performing similar services. The proposals contained a clear path toward achieving City goals and objectives as required by the RFP. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT Funds are budgeted and available for expenditure in the current fiscal year and will be budgeted in future fiscal years, including the renewal option, based on the needs of the Water Resources Division. The following is an estimate of expenditures by fiscal year: Fiscal Accounting Unit Fund Accounting Unit, Year - Account # Description Account Description Amount Contract (3-Year Term) Water Utility Production 2021-22 06017640-62300 Water Fund & Supply, Contract $650,000 Services -Professional Water Utility Production 2022-23 06017640-62300 Water Fund & Supply, Contract $650,000 Srvices-Professional Water Utility Production 2023-24 06017640-62300 Water Fund & Supply, Contract $650,000 Services -Professional Optional Two -Year Extension Water Utility Production 2024-25 06017640-62300 Water Fund & Supply, Contract $650,000 Services -Professional Water Well, Pump, and Motor Rehabilitation and Repair Services August 17, 2021 Page 3 Fiscal Accounting Unit Fund Accounting Unit, Amount Year - Account # Description Account Description Water Utility Production 2025-26 06017640-62300 Water Fund & Supply, Contract $650,000 Services -Professional Total: $3,250,000 EXHIBIT(S) 1. Agreement with General Pump Company 2. Agreement with Layne Christensen Company 3. Agreement with Weber Water Resources CA, LLC Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager EXHIBIT 1 AGREEMENT TO PROVIDE ON -CALL WATER WELL, PUMP, AND MOTOR REHABILITATION AND REPAIR SERVICES THIS AGREEMENT is made and entered into this 17th day of August, 2021 by and between General Pump Company, Inc. ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On April 28, 2021, the City issued Request for Proposal No. 21-059, by which it sought a qualified contractor to provide on -call water well, pump, and motor rehabilitation and repair services for the Water Resources Division of the City's Public Works Agency. B. Contractor submitted a responsive proposal that was among those selected by the City. Contractor represents that it is able and willing to provide the services described in the scope of work that was included in RFP 21-059. C. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an on -call basis, and at the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 21-059, which is attached as Exhibit A and incorporated in full, and as further described in Contractor's Proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Contractor under this Agreement. Contractor shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit B. Contractor is one of three (3) contractors selected to provide services on an as - needed basis under RFP 21-059. The total compensation for services provided by all contractors selected under RFP 21-059 shall not exceed the shared aggregate amount of three million two hundred fifty thousand dollars and zero cents ($3,250,000) during the term of this agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of Page 1 of 8 proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on August 16, 2024, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one 2-year period upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Page 2 of 8 Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Contractor shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Contractor shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Contractor's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. Worker's Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Contractor agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Contractor is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $2,000,000 per claim with $2,000,000 in the aggregate. The following requirements apply to the insurance to be provided by Contractor pursuant to this section: (i) Contractor shall maintain all insurance required above in full force and Page 3 of 8 effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by contractor, without thirty (30) days prior written notice to the City. (iv) Contractor shall supply City with a fully executed additional insured endorsement. f. If Contractor fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Contractor's right to be paid for its time and materials expended prior to notification of termination. Contractor waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor or its subcontractors, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, Page 4 of 8 for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. 10. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 11. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor disclosed in a publicly available source; (c) is in rightful possession of the Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Contractor without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: Page 5 of 8 To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: General Pump Company, Inc. 159 N. Acacia Street San Dimas, CA 91773 Attn: Michael Bodart, President A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior Page 6 of 8 written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other contractors retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work that fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. Page 7 of 8 20. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: Daisy Gomez Clerk of the Council APPROVED AS TO FORM SOMA R. CARVALHO City Attorney By: e54�-- '—ffrandon Salvatierra Deputy City Attorney RECOMMENDED FOR APPROVAL Nabil Saba, PE Executive Director Public Works Agency CITY OF SANTA ANA Kristine Ridge City Manager CONTRACTOR Name• ichael Bodart Title: President/ Director of Engr. Page 8 of 8 EXHIBIT A CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Appendix ATTACHMENT 1: SCOPE OF WORK CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES SCOPE OF WORK INTRODUCTION AND BACKGROUND The City of Santa Ana is soliciting proposals from qualified firms to provide on -call water well, pump and motor rehabilitation and repair services on an as -needed basis. The City of Santa Ana is located in the County of Orange in Southern California. The City encompasses 27.2 square miles and a population over 343,000 people. The City of Santa Ana Public Works Agency — Water Resources Division oversees and maintains the daily operations of the Water System and Sanitary Sewer System. The City of Santa Ana's water system has an average day demand of about 43 million gallons (MG) with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at five (5) sites, seven (7) MWD connections, 21 groundwater wells, seven (7) pump stations, four (4) pressure regulating stations and utilizes two (2) pressure zones. WORK DESCRIPTION The Contractor shall provide water well casing, pump and motor rehabilitation, repair, and replacement related services for the City of Santa Ana at various locations within the City. The work shall include routine and emergency pump pulling and installations, well casing repairs and installations, water well rehabilitations, well video inspections, and/or repair services on various types of pumps on an as -needed basis. The Contractor shall provide all necessary supervision, labor, materials, tools, transportation and equipment to perform pump pulling and installations, water well and booster rehabilitations, well casing repairs and installations, water well video inspections and chemical treatments, electric motor repairs, electric motor rewindings, sound attenuation, and repair services on various types of pumps and motors, on an as assigned basis, at various locations throughout the City. The Contractor shall provide transportation for its heavy duty equipment, such as, but not limited to, drilling rig, pump rig, flatbed truck, boom truck, tractor trailer, to and from Contractor's facility to each Water Production worksite. All electric motor repair work shall be transported by the Contractor to an Electrical Apparatus Service Association's (EASA) Accredited Member facility for repair and returned to the City when repairs are complete. The Contractor shall make adequate provisions for the disposal of water pumping from the well during redevelopment and/or test pumping. All water discharged during these events shall be in compliance with the City's National Pollutant Discharge Elimination System (NPDES) permits and Orange County Flood Control District permits. It shall be the Contractor's responsibility to propose a method to discharge water that is NPDES compliant and may include methods such as water detention through storage tanks or other conforming strategies. Proposer shall submit hourly rates schedule, which shall include but not limited to, direct and indirect costs for labor, for staff per job classification, material, equipment rates, overhead, incidental supplies, travel, mileage, and fuel. Any special materials will be purchased by the contractor only after discussed and authorized by the City projects manager or designee in writing. Prior to commencement of services, Contractor shall provide separate quotes and project schedules, upon request by the City, which shall be approved by the City's Public Works Water Resources Division. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES CONTRACTOR RESPOSIBILITIES The Contractor's services shall include, but are not necessarily limited to, the following: 1. PUMP AND MOTOR REMOVAL SERVICE The Contractor shall be qualified to perform water well pump and booster pump removals. At the initial setup for pulling a pump, the Contractor shall perform lockoutltagout of the electrical and hydraulic systems and shall disconnect all electrical wiring and appurtenance necessary for the pulling of a deep well pump or a booster pump. The motor, discharge head, submersible cables, column, bowl assembly, strainer, and airline shall be removed by the Contractor. All parts and components shall be inspected closely for excessive cracks, corrosion, holes, wear, or any type of damage which would necessitate repairs or replacement parts. Bore holes shall not be left unattended. The Contractor shall provide equipment necessary (with a lockable design) for closing off any bore holes left unattended. 2. PUMP AND MOTOR RE -INSTALLATION SERVICE The Contractor shall be qualified to perform pump and motor installation services including all electrical re - installations. The Contractor shall adequately chlorinate the pump assembly prior to installation. After the completion of any rehabilitation work and or repairs, the Contractor shall install the bowl assembly, column, shaft, submersible cable or oil tubing, discharge head, motor and all electrical components associated with and not limited to leads, torqueing to specifications, etc. Witness test shall be performed by City staff. All incidental materials shall be furnished by the Contractor. 3. WELL VIDEO SURVEY SERVICE The Contractor shall be qualified to perform water well video inspections using color video equipment with side scan and down -hole survey views. Videos shall be provided to the City in a universal serial bus (USB) format and recorded in high definition resolution. Ability to perform these surveys at high resolutions will be given higher consideration. The Contractor shall allow water to flow into the well for a 24 to 48 hour time period in advance of the video survey to produce clear viewing conditions. The video survey unit shall simultaneously transpose the City's name, well name, footage and the date of inspection on the monitor screen and the video record. A footage counter/recorder shall read in feet and be accurate within two (2) percent of the actual footage. The video survey camera shall be capable of right angle or normal downhole viewing with a change in camera lens or mechanical movement of the camera. At the direction of the City, the Contractor must be able to provide right angle viewing to view any casing section in a direct elevation view. The video camera shall be capable of providing both vertical and horizontal (side) viewing of the entire casing as it descends into the well. The Contractor shall also submit a written report to accompany the video survey log, documenting the survey date, static water level, perforation depth intervals and conditions, and total well depth along with photos. The Contractor shall provide information in the report regarding any type of damage to the well casing or issues encountered during the well video survey. 4. WELL TREATMENT SERVICE The Contractor shall be qualified to provide well treatment services. To perform these tasks, the Contractor shall have the capability to perform mineral analysis, chemical treatment, water quality testing, zone CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES testing, well casing patches and similar casing repairs/improvements, and mechanical treatment on well casings. All chemicals used in treating wells shall be State approved for the purpose intended, must be National Sanitation Foundation (NSF) approved, and Public Works approved for quantity and concentration. Disinfection of the wells is required in accordance with American Water Works Association (AWWA) C654 — Standard Disinfection of Wells. The Contractor's estimates shall include the type and concentration of chemicals (acids, inhibitors, polymers, neutralizers, etc.) to be used; the typical appropriate contact time for the chemicals; and the typical procedure for introducing, mixing, and neutralizing chemicals in the well. In addition, the name(s) and phone numbers of any company(ies) that will supply the treatment chemicals shall be provided. Completed Material Safety Data Sheets (MSDS) for all chemicals used shall include the methods of mechanical treatment (dual swab, wire/nylon brush, sonarjetting, etc.). The Contractor shall perform wire brushing and it shall be carried out in manner as to clean the casing louvers/perforations and to remove scale and tubercles attached to the wall of the casing. After wire brushing, the well shall be allowed to sit for 24 to 48 hours and sediment fill shall be removed from the bottom of the well to the maximum extent possible using a bailer or scow or equivalent retrieval device. All bailed material (water and sediment) shall be placed in steel drums or appropriate containers. The sediment, after separation from the water, shall be placed in the containers, properly labeled, and eventually removed from the well site for disposal by the Contractor. All bailed material shall be properly disposed of by the Contractor. 5. PUMP AND MOTOR REHABILITATION SERVICE The Contractor shall provide rehabilitation services when requested by the City. The Contractor shall rehabilitate of one or more of the following pump units: • Submersibles Horizontal split case Vertical turbines Rehabilitation of all pumps and motors may include, but not limited to: • Line shafts • Bearings • Right -angle -gears • Housing/frame • Column pipe • Seals • Impellers • Rotor shaft • Power/control cable attachments • Thermal/moisture sensors • Vibrational analysis (include report) • All other appurtenant components Upon request, the Contractor shall submit a written proposal to the City for the services described herein, The Contractor shall also include the performance pump curves, manual specifications, and detailed information regarding the new proposed pump and motor within the proposal package. The Contractor CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES shall also provide a construction project schedule for each given task order regarding rehabilitation services. All rehabilitation work shall be subject to the Project Manager's written approval prior to commencing any work by the Contractor. 6. ELECTRIC MOTOR REPAIR AND REFURBISHMENT The successful Contractor shall provide all transportation, labor, materials, tests and equipment, delivery/pick up for the repair and refurbishment of electric motors and perform any recondition or rewiring as necessary to return the equipment fully operational. All electric motor repair shall be done in an EASA Accredited Member service shop, no exceptions. a. All work shall be in accordance with the Electrical Apparatus Service Association's (EASA) Recommended Practice, AR100-2020 latest edition and the National Electrical Manufacturers Association (NEMA) standards for service and repair of electrical apparatus. The Contractor shall provide a list of approved vendors upon request. b. Work shall be in conformance with standards set by, but not limited to, the following organizations: Underwriters Laboratories (UL) a. Underwriters Laboratories — Certified motors shall be recertified after repair. b. Contractor's shop or his sub -contractor's shop shall be UL-certified to rebuild explosion -proof electric motors for use in hazardous environments. 2. American National Standards Institute (ANSI) 3. American Society for Testing and Materials (ASTM) 4, National Electrical Code (NEC) 5. National Fire Protection Agency (NFPA) 6. National Electrical Manufacturers Association (NEMA) c. Recondition/Repair of Electric Motors Reconditioning/repair of electric motors shall include the testing, disassembling, inspection, cleaning, dipping, baking of windings, replacement of bearings, assembly, testing and painting and at minimum include the following: L Pre -Disassembly Test 1. Using a 1000V meg-ohm meter, conduct verification of insulation integrity. Record the insulation resistance of the motor as brought in from the City. Acceptable criteria is 5 meg-ohms or higher. 2. Verify that heaters are operational and that other attached features, such as thermocouples, have continuity. 3. Single-phase test to check for open rotors. (After disassembly, rotors will be inspected for evidence of damaged, cracked or open circuit bars or end rings. If there is evidence of faults, the rotor will be growl -tested.) The detection of any defect during testing shall be reported promptly to the City. 4. Documentation covered under this section shall include the condition of mechanical fits (i.e. shaft run out), cracked, broken or missing parts, test run at full voltage, current readings, meg reading CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES and surge comparison test as received. The City shall be notified if acceptable criteria are not met. Motor Disassembly 1, Completely disassemble motor and steam clean all mechanical parts using a mild detergent compatible with winding insulation; thoroughly rinse; bake dry. 2. Disassembly documentation shall include the cause of failure and/or conditions contributing to failure. iii. Motor Inspection 1. Visually inspect coils and windings for excessive wear, signs of conductor overheating or fatigue that possibly would not be apparent during an electrical test. 2. All stators shall be surge- tested with an electronic surge tester specifically designed to apply a surge voltage stress test simultaneously between turns of a coil, between phases, from winding to ground and to detect short-circuited turns in winding under test. Testing shall be per EASA, IEEE 62.2, 112 and 7.2.3 standards. Infrared imaging shall be provided pre and post test. iv. Mechanical Fit 1. Measure the bearing bores, shells, housings and shaft journals using a micrometer. Shaft fits and housing fits shall comply with AR100-2020. Machine work shall be approved by the Project Manager before being performed or machine work may not be paid for. Bearing journals, seal surfaces and bearing housing restoration shall be done by metalizing and machining or boring and sleeving. Documentation of before and after measurements shall be made. 2. Replace bearings per manufacturer's specifications. All grease fittings, plugs, etc. shall be replaced unless otherwise indicated by the Project Manager. Bearings shall be properly lubricated and bearing oil reservoirs shall drained for shipping and installation. The Contractor shall be responsible for filling the bearing oil reservoir upon installation. All equipment shall be tagged with information as to whether or not bearing oil reservoirs were filled and what type of lubricant was used. v. Rotor Balancing 1. All rotors of motors rated at 50 HP1360011800 RPM and above shall be dynamically balanced, with the rotor running at rated speed where practical, but not less than 600 RPM in the balance stand. The balancing speed shall also be rapid enough so the balance machine sensitivity can reliably measure the maximum allowable residual unbalance. 2. A printout tape from the balance/analyzer shall be furnished detailing the final balance values. This tape will be attached to the recondition/repair/rewind documents when the motor is delivered. vi. Motor Leads Motor leads shall be permanently tagged with non-magnetic markers. Motor lead configuration shall not be altered. vii. Insulation 1. Windings shall be double -dipped with Class H varnish and baked. 2. Machine -finished surfaces bore of the stator lamination and periphery of the rotor laminations shall be cleaned of all varnish and foreign materials. Photo documentation of this process shall be made prior to and after lamination. viii. Final Test 1. A 1000 volt meg-ohm meter shall be used to verify insulation continuity. This reading shall be 100 meg-ohms or greater and documented. After reassembly, motor shall be test -run at rated CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES voltage and frequency. No load voltage and phase currents shall be recorded. Vibration mils displacement shall be measured and recorded in the horizontal, vertical and axial planes on both ends of the motor, or top and bottom of vertical motors and documentation of current reading and vibration readings shall be provided to the Project Manager. 2, A 5KV meg-ohm meter shall be used to verify insulation continuity of all 4160V motors. ix. Paint 1. Exterior of motor shall be properly cleaned of rust and foreign material, prime painted and finish painted with a good grade of machinery enamel, the same color as received unless otherwise specified. Nameplates, machined surfaces and internal parts shall be protected from paint. 2. When needed, the interiors of motor frames and parts shall be painted with an insulating paint. This includes rotors, bearing brackets, frame interiors and air deflectors. Windings shall not be painted. x. Incidentals 1. In the event that the motor is in poor condition and cannot be repaired, reconditioned or made as new, the Contractor shall notify the Project Manager or Designee immediately. 2. All incidental parts requiring replacement, such as bearings, coils, etc. shall be considered included in other items of bid and no additional compensation shall be allowed. 7. REWINDING OF ELECTRIC MOTORS When rewinding is done in conjunction with a recondition or repair, many of the items below will be redundant and shall not be performed or charged. The items below apply to stator only (including all labor, materials and testing necessary for work completion) and shall at a minimum include: a. Pre -Disassembly Test 1. Using a 1000 meg-ohm meter, conduct verification for insulation integrity. Acceptable criteria is 5 meg-ohms or higher. 2. A 5KV meg-ohm meter shall be used to verify insulation integrity of all 4160V motors. 3. Verify that heaters are operational and other attached features such as thermocouples have continuity. 4. Pre -disassembly documentation shall include the condition of mechanical fits (i.e. shaft run out), cracked, broken or missing parts, test run at full voltage, current readings, meg reading and surge comparison test as received. The Project Manager shall be notified if acceptable criteria are not met. b. Stripping 1. Windings shall be removed by temperature -controlled burnout with oven temperature suppression. Burn -out temperature shall not exceed 750 degrees Fahrenheit. 2. Windings shall be removed in such a fashion not to damage or distort the core iron. Upon removal of the old windings and insulation, the core shall be thoroughly cleaned and inspected for burrs, etc. 3. After the burnout procedure, the Contractor shall perform a stator core loss test to ensure the stator laminations are not heat damaged. If the stator core losses exceed four (4) watts per pound of core steel, notify the Project Manager prior to proceeding forward. c. Winding 1. General: Rewound motors shall meet or exceed all O.E.M. operating characteristics, unless otherwise specified by the Project Manager. NEMA Class H insulation shall be used, unless otherwise specified. Magnet wire shall be a Quad Build, insulated wire of domestic manufacture that meets or exceeds NEMA specification MW-35A. After winding and prior to resin treatment, windings will be surge -comparison tested and the results documented. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 2. The copper cross -sectional area shall be at least as large as the original winding. 3. Resin Treatment: Windings shall be double -dipped with Class H varnish and baked. 4. Check all coils for overall coil shape. Perform a high frequency turn -to -turn dielectric test (surge test) in accordance with IEEE 522. Submit test results to the City. This shall be done prior to installation into the stator. d. Motor Leads Motor leads shall be replaced as the original leads. Leads will be permanently tagged with non-magnetic markers. Lead lengths shall be identified by the City when a request for service is made. e. Insulation Windings shall be double -dipped with Class H varnish and baked. Insulation shall be tested phase -to - phase and phase -to -ground at 1000 volts do and yield a one minute test result of 1000 meg-ohms or better. f. Final Test A 1000 volt meg-ohm meter shall be used to verify insulation continuity. This reading shall be 100 meg- ohms or greater and documented. After reassembly, motor shall be test -run at full voltage and documentation of current reading and vibration readings shall be provided to the end user. (NOTE: a 5KV meg-ohm meter shall be used on all 4160V motors.) Copper DC resistance tests, phase -to -phase, on rotor winding from slip rings shall be performed. If the rewound rotor fails to pass any test, the rotor shall be rejected. The Contractor shall rebuild and retest until all tests are approved by the City. 8. WELL PUMPING REDEVELOPMENT SERVICES Following mechanical redevelopment, the City may elect to have Contractor proceed with pumping redevelopment which shall consist of intermittent pumping and surging of the well and discharging to waste via permitted storm drain channels. The Contractor shall make adequate provisions for the disposal of water pumped from the well during redevelopment and/or test pumping. Such provisions shall include, but not be limited to, furnishing and installing discharge piping from the pumping unit of sufficient size and length to conduct water to a point as designated by the City and upon request providing temporary storage tanks to contain the discharge. The Contractor shall also furnish acceptable orifices, meters or other approved devices, which will accurately measure the pumping rate. Upon request, an airline complete with properly calibrated gage shall be provided by the Contractor to measure the elevation of water in the well. Contractor may be required to collect pumped groundwater into sedimentation tanks prior to discharge to a storm drain in order to comply with the waste discharge requirements of the regulating agency(s). Redevelopment records shall be maintained showing production rate, total acre footage discharged, and all other pertinent information concerning well development. 9. PRODUCTION TESTING OF REHABILITATED WELLS Upon request, the Contractor shall provide production testing of rehabilitated and or new wells to determine the optimum rate of pumping and shall include a step drawdown test and a constant -rate discharge test in accordance with AWWA A100-20 standards (latest edition). Prior to the start of the step drawdown test, a period of at least 24 hours of non -pumping conditions shall be met following the pumping development work. The Contractor shall provide qualified personnel during the step-drawdown and constant -rate discharge test and shall ensure proper operation of the pumping test equipment and assist in water level monitoring if requested by the City. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES a. Discharge Water 1. Discharge water shall be conveyed from the pump to the point of discharge at the well site. it is imperative to ensure that no damage by flooding or erosion is caused to the chosen drainage structure or water disposal site, or to nearby lands and/or streets. 2. The Contractor shall provide all piping and discharge lines. The point of discharge location will be provided by the City and the Contractor will be responsible for all devices and piping to convey the water to that discharge point. 3. No fluids will be permitted to flow offsite (except to proper drainage facilities) or to properties not owned by the City. All discharges will meet the requirements of the City's NPDES permits and Orange County Flood Control permits. b. Step-Drawdown Test 1. Prior to starting the step-drawdown test in the well, the static water level shall be measured, The well shall be "step" tested at rates determined by the City. The step-drawdown test for the well is estimated to require approximately 12 pumping hours with each step being 3 to 4 hours in duration unless specified otherwise. 2. The Contractor shall operate the pump and change the discharge as directed by the City. Both a gate valve and an engine throttle shall control the discharge of the pump unless specified otherwise. The discharge shall be controlled and maintained at approximately the desired discharge for each step with an accuracy of plus or minus five (5) percent. 3. Pump discharge shall be measured with an instantaneous flow meter dial and a totalizer meter and stopwatch, as approved by the City. Both an air -line and electric sounder shall be furnished by the Contractor for water level measurements. During the step-drawdown test, the Contractor shall record sand content measurements at 30-minute intervals. c. Constant Rate Discharge Test 1. After a 24-hour recovery period from the end of the step-drawdown test, the City may request the Contractor to perform a constant -rate discharge test. This test shall be run for a period of 24 hours, or until the pumping level remains constant for at least 4 hours, or until the City terminates the test. A recovery period of 24 hours shall follow the termination of the constant -rate discharge test, at which time the City will collect residual drawdown (recovery) data. 2. During the constant -rate discharge test, the Contractor shall also conduct the final sand content testing. The sand content shall be determined by averaging the results of samples collected at the following times during the final pumping test: i. Five (5) minutes after start of the test ii. After 114 of the total planned test time has elapsed iii. After 112 of the time has elapsed iv. After 314 of the time has elapsed V. Near the end of the pumping test d. Aborted Tests 1. Whenever continuous pumping at a uniform rate has been specified, failure of pumping operations for a period greater than one (1) percent of the elapsed pumping time shall require suspension of the test until the water level in the pumped well has recovered to its original level. 2. Recovery shall be considered "complete" after the well has been allowed to rest for a period at least equal to the elapsed pumping time of the aborted test, except that if any three (3) successive water level measurements spaced at least 20 minutes apart show no further rise in the water level in the pumped well, the test may be resumed immediately. 3. The City shall be the sole judge as to whether this latter condition exists. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES e. Records 1 The Contractor shall keep accurate records of the pumping test of the well and furnish copies of all records to the City upon completion of the test. The records shall also be available to the City for inspection at any time during the test. The records shall include physical data describing the construction features such as, but not limited to: i. Well depth and diameter ii. Complete screen description iii. Length and setting iv. A description of the measuring point and its measured height above land surface and/or mean sea level V. The methods used in measuring water levels and pumping rates 2. The Contractor shall also keep records on the type of pumping equipment used at the well site including engines, drive components, bowls, lines, and shafts. The Contractor will keep records of operation of equipment during the test including engine rpm and horsepower, fuel use, and other essential information that will be useful in designing a pump system. 10. MACHINE WORK Upon request, the Contractor shall provide machine work services. Machine work shall apply to, but not be limited to, the drilling and tapping of broken bolts, customized (1) - 2" coupling at the base of the discharge head, the repairing of damaged locking rings and stators, the replacing of power cords, power cord assemblies and power cord connectors and repairs to impellers, covers, volutes, mounting rails, bearing journals, discharge heads, and pump shafts. 11. DOCUMENTATION All rehabilitations, repairs, and installations shall be supplemented with reports and documentation that provides accurate details about the new installation or repairs (including a pump and motor schematics and pump performance curves). Within ten (10) business days of completing a full rehabilitation, the Contractor shall provide these documents to the City for review, All new pump and motor installations shall come with plaques that maintain up-to-date and accurate information regarding the performance and capacity of the units. Documentation shall include, but is not limited to, the following: a. Pre -Disassembly Testing report for all activities as described. b. Photo documentation of existing condition prior to fulfilling each described criteria of the disassembly test. c. Motor Disassembly report, including photo documentation before and after cleaning. d. Motor Inspection report, including stator core loss testing results. Photo documentation of coils, windings and conductors showing any signs of excessive wear or failure. e. Mechanical fit measurements shall be recorded as specified. Photo documentation shall be submitted for all replaced bearings, grease fittings, plugs, etc. f. Rotor balancing report as specified. g. Insulation report as specified above. Before and after photo documentation of the windings prior to varnishing and baking. h. Final test report as specified. i. Pump Reconditioning report as specified. j. Pump curve and pump/motor schematic. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES All testing, inspections and incidentals related to required reports shall be considered included within the bid items for said testing report and no additional compensation shall be allowed. 12. MINIMUM QUALIFICATIONS a. All electric motor repair shops shall be EASA Accredited and shall provide a copy of the certification upon request by the City. Failure to provide a sub -contractor that is an EASA Accredited Member as a part of the proposal may be grounds for proposal rejection. b. Contractor or Contractor's subcontractor shall be certified as an UL Facility and shall provide a copy of the certification upon request by the City. c. Contractor shall be responsible for obtaining all original equipment manufacturer (OEM) technical documents, drawings and parts when necessary. d. Contractor shall have all engineering, design, metalizing, welding, heat treating, machining, balancing, calibrating and testing capabilities necessary to completely refurbish/rewind electric motors. e. Equipment used for inspecting, calibrating and testing pumps and motors shall be up-to-date and have calibration certificates, less than one year old, traceable to National Institute of Standards and Technology (NIST) standards where applicable. 13. SECURITY REQUIREMENTS Public Works Agency field representative will unlock the Public Works Agency facilities entry gates on the first day of work to allow Contractor access. Contractor shall then supply their own padlock(s) for some entry gates as specified by the Public Works Agency. Contractor's padlock(s) shall lock onto the Public Works Agency's padlock connecting to the chain -link, which enables both the Public Works Agency field representative and Contractor to unlock the entry gates. After completion of work, padlock(s) shall be removed by the Contractor. Contractor and/or subcontractors shall notify the Public Works Agency field representative upon arrival and departure to or from jobsite. 14. PARTS, MATERIALS AND WARRANTIES The Public Works Agency will reimburse the Contractor for the cost of repair parts, materials, and replacement equipment, plus 15 percent markup, provided the Contractor has obtained the City's prior written approval of Contractor's written estimate. All replacement equipment shall be approved by the Public Works Agency prior to the purchasing of the equipment. The Contractor shall provide manufacturer documentation to the Public Works Agency for any replacement equipment. The Contractor shall submit an invoice with attached applicable receipts for a particular job to the Project Manager. The Contractor shall assure that all materials, parts, and workmanship supplied shall be free from original or developed defects. Contractor shall provide a minimum of one year warranty for materials and parts and thirty days on workmanship. Should original or developed defects and/or failures appear within the minimum warranty of one year after work completion, Contractor shall, at its expense, rectify such defects and/or failures and make all replacements and adjustments that are required. Corrective work shall be performed by the Contractor and given the highest priority after Public Works Agency's notification to do so, and shall be completed to the satisfaction of the Project Manager. The Contractor shall proceed diligently to complete said work within the time allotted as approved by the Project Manager. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 15. AS -NEEDED REPAIRS At the direction of Project Manager, the Contractor shall provide a written estimate including labor and parts, materials and equipment needed to perform the As -Needed Repairs. Upon written approval from the Project Manager, the Contractor shall perform the As -Needed Repairs. At its sole and absolute discretion, Public Works Agency reserves the right to accept or reject the quote provided. 16. VALUE ADDED SERVICES The Contractor may propose additional related services that the City has not specifically identified in this RFP to accomplish the stated goals of this RFP. Value added related services will be considered by the City and may or may not be incorporated in the agreement. All parts and materials must be supplied new and factory approved. Additional work/locations may be added during the Contract period. Upon request by the Project Manager, the Contractor shall provide a written quotation for any additional workllocation(s), based on the rates submitted. The Contractor shall be paid for additional work/locations in accordance with the rates submitted. Upon Contract Manager's negotiation and acceptance of the Contractor's written quotation the additional work/location(s) may be added to the Contract by amendment or change order. 17. STORAGE FACILITIES The Public Works Agency will not provide storage facilities for the Contractor. The Public Works Agency will not be liable or responsible for any damage, by whatever means, or for theft of materials or equipment on the jobsite. 18. CLEANING AND RESTORATION OF SITES The Contractor shall visually inspect the site during and after work is performed for liquid spills, oil and grease deposits, hard water strains, debris, trash, refuse, etc. Upon request, the Contractor shall provide professional cleaning services to remove persistent deposits such as oil and grease stains by means of pressure washing and chemical cleaning with detergents, caustic sodas, etc. that are eco-friendly. The sites shall be cleaned and restored to previous if not better condition after any well rehabilitation work performed that requires dismantling, installing or fabricating. The Contractor shall be responsible for the following: Liquid and oil deposits The Contractor is responsible during the duration of the job to contain and clean up any types of spills or leaks. This pertains to equipment, vehicles, tools, etc. Spill containment and or absorbent ground tarp is required for equipment stored on site over long periods of time. All containers of fuel, solvents and or chemicals shall be stored on spill containment berms or secondary containment. 2. Materials The Contractor is responsible for the removal of all used materials through the duration and completion of the job, and all debris derived from these services shall be removed from City property, Disposal shall be at the Contractor's expense and that includes but is not limited to debris, trash, refuse, etc. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 3. Restrooms When applicable, the Contractor shall furnish their own restroom facilities and are responsible for said facilities onsite. 4. Storm Water Pollution Prevention (SWPP) The Contractor shall not allow any debris from its operations under this Contract to be deposited in the storm drains and/or gutters in violation of the City's NPDES permit. 5. Site Maintenance The Contractor shall maintain the site and keep the premises free from accumulation of waste material and the Contractor shall remove all rubbish, implements, surplus material, and temporary facilities generated by the work. 6. Cleanup The Contractor is responsible for leaving the work area free of all debris generated by this work at the end of each workday and for final cleanup when the job is completed. The City shall perform inspections of the site prior to the work being performed and identify the conditions of concerns if any remain during and after the work is completed, 19. SPECIAL SAFETY REQUIREMENTS All Contractor's operators shall to observe all applicable State of California Occupational Safety and Health Administration (Cal/OSHA) and Public Works' safety requirements while at Public Works job sites. 20. ADDITIONAL RESPONSIBILITIES OF THE CONTRACTOR Contractor and or Contractor's subcontractors must possess and maintain the following active and valid licenses as applicable to individual subcontractor: 1. State of California Water Well Drilling Contractor's C-57 License or Contractor's "A" License. 2. State of California Limited Specialty Contractor's C-61, subcategory Machinery and Pump Contractor's D-21 License. 3. Have a minimum of five years of experience performing groundwater wells and pump pulling services. If a Subcontractor is used, Subcontractor must also have a minimum of five years of experience performing services as stated above. Also, the Contractor's project manager(s), and Subcontractor's project manager(s), if any, must have a minimum of five years of experience performing groundwater wells, pump pulling services, video inspections and/or motor repairs. In addition, the Contractor's project manager(s) and Subcontractor's project manager(s), if any, must have the following certifications: • State of California Division of Occupational Safety and Health Administration Hazardous Waste Operations Emergency Response (HAZWOPER) Certification • National Ground Water Association (NGWA) Certification - Pump Installation Electrical Apparatus Service Association (EASA) Accredited Member Status Provide all labor, equipment, materials, tools, and supervision required to perform as -needed pump pulling EXHIBIT B ,Mgj - NAL159 N. ACACIA STREET * SAN DIMAS, CA 91773 PHONE: (909) 599-9606 * FAX: (909) 599-6238 CAMARILLO, CA 93010 * PHONE: (805) 482-1215 www.genpump.com WELL & PUMP SERVICE SINCE 1952 Lic. #496765 Serving Southern California and Central Coast Request for PI•oposal Water Well, Pump and Motor Rehabilitation and Repair Services RFP No.: 21-059 May 27, 2021 @ 3:00 pm Prepared by Michael Bodart General Pump Company, Inc. For The City of Santa Ana 220 S. Daisy Avenue, Bldg A Santa Ana, CA 92703 INDEX OF CONTENTS Section 1— Scope of Work Attachment 1 Cover letter Scope of Services & Schedule Section 2 — Fee Proposal Attachment 2 Fee Proposal Section 3 — Proposer's References Attachment 3 References Section 4 — Statement of Qualifications Description GPC Statement of Qualifications Key Personnel Description Team Organization Breakdown Well Maintenance Contract References Airburst Brochure & Process and Equipment Comparisons Airburst Case Studies W-9 form Contractors State License DIR — Public Works Contractor Registration Section 5- Certifications Attachment 5 Non -Collusion Affidavit Non- Lobbying Certification Non -Discrimination Certification Section 1 _ COM- ANT WELL & PUMP SERVICE SINCE 1952 Serving Southern California and Central Coast City of Santa Ana 20 Civic Center Plaza Santa Ana, California 92701 159 N. ACACIA STREET * SAN DIMAS, CA 91773 PHONE: (909) 599-9606 * FAX: (909) 599-6238 CAMARILLO, CA 93010 * PHONE: (805) 482-1215 www.genpump.com Lic. #496765 May 27, 2021 Subject: Cover Letter. Water Well & Pump and Motor Rehabilitation and Repair Services- RFP General Pump Company, Inc.(GPC) is pleased to provide our proposal for the referenced program. This cover letter is intended to provide a summation of our qualifications and clarifications associated with our proposal and capabilities for this project. GPC has been in business for 69 years and is specifically located in San Dimas and Camarillo, California. It is now and has always been our business practice to fully comply with all applicable State and Federal Reporting requirements regarding our employee's safety, employment reporting, and customer focus. Note that GPC does not drill wells. We have a number of employees that have significant well drilling experience; however, we decided many years ago to be the premium well and pump maintenance service business and focus 100% of our experience on being the industry leader for well and pump maintenance. In addition to the minimum requirements of the RFP, GPC maintains the highest Safety Rating for our Industry is the ONLY well and pump service company to be selected by the Oil Refineries based on our Safety Program and Ratings. GPC has more in-house "Maintenance Contracts" associated with well and pump services than all our competition combined for Southern California. All the Maintenance programs continue to be extended year after year because of our focused performance on efficiency of well and pumps and our in-house knowledge and experience that allows us to design specific rehabilitation or maintenance services based on a variety of conditions that may face specific issues within wells and pumps or controls. We can provide references to these facts if requested. We have included forms and documents in this proposal that reflect our commitment to be the industry leader related to well and pumps maintenance and service. Both of our facilities in California have in-house engineering and machining services and GPC manufactures our own pumps and equipment. We are the ONLY pump service company that disassembles all customer pumps and/or all new pumps and inspects 100% of them before they are re -assembled and installed in a system or well. Our Quality Control provides us the ability to correct issues before they are realized in the system. r WK N R,It A�L,PUM Additional Information: General Pump Company Inc has been in the water well and pump service business since 1937. GPC incorporated in 1952. Our business focuses on the pump and well maintenance, trouble shooting and engineering pumps. No other Southern California well and pump service company has our manufacturing capabilities which allows us to have a faster response and better quality control. 2. Several of our Project Manager also have Engineering Degrees or Professional Geologist Licenses. The Project Engineer assigned to this project would be Mike Bodart who is included in this proposal. 3. We have included a copy of our Licenses. Engr A, C-57,13-21, and C-61 4. Mark Haas is the project manager for this project & maintains an OSHA and HAZWOPPER certificate of training and copies are provided. 5. GPC is following the State of California Cal/OSHA regulations and maintain our Illness Prevention Program If you have any questions or need additional information, please do not hesitate to contact us. Thank you and we look forward to continuing working with The City of Santa Ana. Sincerely, Michael Bodart President / Director of Engineering GENERAL PUMP COMPANY, INC. Scope of Services & Schedule General Pump Company operates a full machining / manufacturing facility and as mentioned in our Statement of Qualifications - we are the only well and pump service company in Southern California that builds 100% of our bowl assemblies. With our sixteen (16) cranes and/or rigs along with our electrical, mechanical support, and experienced operators, we have the capabilities and expertise to service the City's emergency and normal maintenance. Because of our close proximity and capabilities, we can usually get any emergency repair completed and back in service in one day. We have more annual (with renewal option) Maintenance Contracts than all of our competitors for the Southern California region. Maintenance Contracts are considered our highest priority when scheduling. Listed below is an example of our scheduling process for the services stated in the Attachment 1: Scope of Work and upon receiving a Notice -to -Proceed. • Day 1 Mobilization; Pull ■ Day 2 Prep for video. • Day 3 Perform video. • Day 4 Wire Brush (if needed) • Day 5 Chemical treat • Day 6 Bail; disposal of fill. ■ Day 7 Sonar Jet (recommend performing prior to chemical treat. Performing AirBurst® would be safer and more effective - would take one day) • Day 8 Prep for video. • Day 9 Revideo • Day 10 Clean up site; demobilize. • Days 11-15 During this process we will be waiting for materials. Schedule assumes materials will arrive within ten (10) days or less. Allow two (2) days to inspect and assemble (Shop). Including Motor Repair Services • Day 16 Install pump. • Day 17 Startup and testing. ** If you perform the factory bowl testing they are anoting 6-8 weeks* Section 2 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES APPENDIX ATTACHMENT 2: FEE PROPOSAL Certification - I certify that I have read, understand and agree to the terms and conditions of this Request for Proposal. I have examined the ATTACHMENT 1: SCOPE OF WORK. I am familiar with all the existing conditions and limitation that may impact work requests. I understand and agree that I am responsible for reporting any errors, omissions or discrepancies to the City for clarification prior to the submission of my proposal. Proposer shall submit hourly rates schedule, which shall include but not limited to, direct and indirect costs for labor, for staff per job classification, material, equipment rates, overhead, incidental supplies, travel, mileage, and fuel. Any special materials will be purchased by the contractor only after discussed and authorized by the City projects manager or designee in writing. Prior to commencement of services, Contractor shall provide separate quotes, upon request by the City, which shall be approved by the City's Public Works Water Resources Division. FEE SCHEDULE The undersigned declares that he/she has carefully examined the request for proposal, that he/she has examined the Proposed Scope of Services, and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said Proposed Scope of Services, for the unit price(s) set forth in the following schedule: Note: This contract is subject to prevailing wages. TO: CITY COUNCIL OF THE CITY OF SANTA ANA FROM: General Pump Company, Inc. MOTOR & PUMP SPECIFICATIONS Motor: US Motor 250 HP, 3 PH, 460 VAC, Frame 445TPA WPI Discharge Head: 12"X12" Existing Pump: Goulds Pump, 16DMC, 3 STG, 298' 7" feet overall length, 12-inch diameter, 10-foot sections Well Casing: 16-inch casing, 1015 feet deep, refer to Appendices for historical information Housing: Concrete housing with hatched roof, refer to appendices for site maps Location: 921 W Walnut St, Santa Ana CA 92703 159 N. ACACIA STREET • SAN DIMAS, CA 91773 PHONE: (909) 599-9606 • FAX: (909) 599-6238 CAMARILLO, CA 93010 • PHONE: (805) 482-1215 www.genpump.com WELL & PUMP SERVICE SINCE 1952 Lic. #496765 Serving Southern California and Central Coast (Effective November 20, 2020) 3-Man Crew & Standard Pump Pulling Rig ......................................................... $442.00 per Hour 1 Operator & 40-Ton Crane.................................................................................. $335.75 per Hour 1-Man Crew, Service Support Rig for the 40-Ton Crane ..................................... $150.45 per Hour 2-Man Crew & Combination Rig......................................................................... $347.65 per Hour 2-Man Crew & Standard Pump Pulling Rig ......................................................... $343.40 per Hour Wire Brush or Swab Rental (Nylon Brush NOT included).........................................$790.50 Each FlatbedTruck & Driver........................................................................................ $144.50 per Hour Rotary Crane (up to 17-ton) & 1-Man Crew ........................................................ $227.80 per Hour Rotary Crane & 2-Man Crew............................................................................... $328.95 per Hour Service Truck & 1 Pump Mechanic, Electrician or General Services .................. $151.30 per Hour Service Truck & 1 Pump Mechanic & Helper ...................................................... $265.20 per Hour Pipeline Fabricator.............................................................. $157.25 per Hour Shop Labor — Pump Mechanic............................................................................... $95.20 per Hour Shop Labor — Machinist or Welder........................................................................ $95.20 per Hour Overtime & Saturdays............................................................................ Add $49.30 per Man Hour Sundays & Holidays............................................................................... Add $98.60 per Man Hour Control & Instrument Specialist........................................................................... $155.55 per Hour AdditionalHelper................................................................................................... 97.75 $ per Hour Video Log — Color with Downhole and Side -Scan ........................................... $1,096.50 per DVD Re -Video Log — Color with Downhole and Side -Scan ..................................... $1,011.50 per DVD Dynamic Video with Mini Camera.................................................................... $1,657.50 per DVD Test Pump — Above 300-Hp Drive/ Generator..................................................... $289.00 per Hour Test Pump — Below 300-Hp Drive/ Generator..................................................... $250.75 per Hour 1-Man Crew & Chemical Distribution Trailer, with Safety Equipment .............. $254.15 per Hour Engineering and Hydrogeology Support ..................................................................... Per Job Basis RATES DO NOT INCLUDE SECURITY OR PORTA POTTIES FIELD RATES ARE PORTAL TO PORTAL For additional information on General Pump Company, Inc. Or to speak with one of our qualified Engineers, please contact us at: ell *ineerin d,) ell )utn a.com CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES GENERAL UNIT QUANTITY PRICE TOTAL Removal of motor, discharge head & pump LS 1 13,000 13,000 Installation of motor, discharge head & pump LS 1 15,000 15,000 New bowls performance certification EA 1 1,500 1,500 Water well disinfection EA 1 1,500 1,500 Step drawdown test EA 1 1,200 1,200 Sound attenuation 5 LS 1 500 500 PUMP WORK New complete pump with 2,800 GPM at 280 feet TH, high EA 1 efficiency (83.1 %) or better 2 10,500 10,500 12-inch 5 feet column & collar EA 2 560 1,120 12-inch 10-feet column & collar EA 27 800 21,600 12-inch thrPAfiPri hrnn7a rotainarc cn 00 11nn Rubber line shaft bearings 10-foot 1 15/16-inch head shaft 10-feet 416 SS 1 15/16-inch line shaft & coupling 5-foot 416 1 15/16-inch line shaft 1 15/16-inch 416 SS shaft couplings 12-inch 20 feet suction pipe SS 12-inch suction cone strainer 300' of SS sounding tube 4 Sounding Kit MOTOR WORK New complete 250 HP, 460VAC, 3Ph, 60Hz or equal 2 Top Bearings Bottom Bearings Two band heaters 115v, 115 Watt Three coil thermostat NC or NO Set of tin plated copper terminals or lugs Tellus 68 oil WELL WORK Mobilization & Demobilization Under Water video of well (before/after) EA 28 45 1,260 EA 1 1,500 1,500 EA 27 530 14,310 EA 2 325 650 EA 2 50 100 EA 1 1,300 1,300 EA 1 960 960 FT 300 2.50 750 EA 1 1,000 1,000 EA 1 18,200 18,200 EA 1 Include Include EA 1 Include Include LS 1 Include Include LS 1 Include Include LS 1 Include Include LS 1 Include Include LS 1 500 500 EA 2 1,100 2,200 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Wire brushing of well section under water & perforations EA 1 0080 feet) 3,200 3,200 Chemical treatment during wire brushing (optional) 3 LS 1 12,000 12,000 Bail & dispose of all dirt & debris (if needed) LS 1 2,500 1 2,500 SONAR Jet of perforations (1015 Feet) LS 1 6,000 6,000 TOTAL 1 $140,750.00 Proposed new pump: Make: Hydrollo, Model No.: 14HL , GPM: 28011 , TDH: 280 , Eff.: 82% 1. Contractor must include all costs involved in accessing the equipment including removal of pump through the building hatch and or working around building roof and hatch. Please refer to Appendix A for a site map as reference. 2. Contractor to provide pump curve, lead time for procurement of parts along with turn around/completion date. 6 weeks based on scope. See pump curve attached 3. Chemical treatment during wire brushing will not be used in the evaluation of the bids. If chemical treatment is applied, the bid price must include cost of the chemicals, chemicals handling (application & mixing), used chemicals neutralization and disposal. 4. New Stainless Steel line for sounding will be provided and installed, with necessary mounting brackets, and one gauge calibrated for sounding. 5. Sound attenuation shall be required for major work. Sound attenuation for engine noise shall be limited to a maximum of 75 dB(A) at 23 feet when operating at full rated load. Sound proofing solution to be approved by the Project Manager. Contractor shall submit additional labor, material and equipment rates along with schedule. Contractor's labor and equipment rate sheet shall list rates for all labor designations, equipment and materials. BIDDER INFORMATION: Legal Company Name: General Pump Company, Inc. Complete address: 159 N. Acacia Street, San Dimas, CA 91773 Phone Number: 909-599-9606 Email Address: mbodart@genpump coom/aesparza@genpump.com Authorized Signature: Name: Michael Bodart Title: President / Director of Engineering Pump Data Sheet - Hydroffo Pumps USA, Inc. Company: General Pump Company Name: Date: 5/17/2021 Pump: Size: 14HL (4 stage) Type: Vertical Synch Speed: 1800 rpm Curve: 122211 Specific Speeds: Dimensions: Vertical Turbine: Pump Limits: Temperature: 140 °F Pressure: 330 psi g Sphere Size: 1.5 in ---- Duty Point ---- Flow: 2801 US gpm Head: 280 ft Eff: 82% Power: 241 hp NPSHr: 21.4 ft --- Design Curve ---- Shutoff Head: 426 ft Shutoff dP: 184 psi Min Flow: 585 US gpm BEP: 82% @ 2923 US gpm NOL Power: 242 hp @ 2530 US gpm -- Max Curve -- Max Power: 317 hp @ 3159 US gpm FluAd OloP6ump� Search Criteria: - - Flow: 2800 US gpm Head: 280 ft Speed: 1770 rpm Fluid: Dia: 9.115 in Impeller: 14HL ENCL. SS Water Temperature: 68 °F Density: 62.32 Ih✓ft3 Vapor Pressure: 0.3391 psi a Ns: — Viscosity. 0.9946 cP Atm Pressure: 14.7 psi a Nss: — NPSHa: — Suction: 10 in Discharge: 12 in Motor: Bowl Size: 14 in Standard: NEMA Size: 250 hp Max Lateral: 1 in Enclosure: W131 Speed: 1800 rpm Thrust K Factor: 17 Ibf/ft Frame: 447T Siang Criteria: Max Power on Design Curve Power: 600 hp Eye Area: — Performance Evaluatlon: Flow Speed Head Efficiency Power NPSHr US gpm rpm ft % hp It 3360 1770 220 79.5 234 25.9 2800 1770 280 82 241 21.4 2240 1770 322 75.9 240 20 1680 1770 343 60.7 235 20 1120 1770 370 44.7 231 20 Selected from catalog: Hydroflo VS Pumps.60 Vers: 18.3 Section 3 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES APPENDIX ATTACHMENT 3: PROPOSER'S REFERENCES List and describe fully the contracts performed by your firm which demonstrate your ability to provide the supplies, equipment or services included in the scope of the proposal specifications. Attach additional pages if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Customer Name: Glendora, City of Address: 116 E. Foothill Blvd. Glendora, CA 91740 Contract Amount: $ 150,000.00 Description of supplies, equipment, or services provided: Well & Booster Maintenance - Annual Contract Reference Customer Name: Santa Monica, City of Address: 1228 South Bundy Dr. Los Angeles, CA 90025 Contract Amount: $ 400,000.00 Description of supplies, equipment, or services provided: Well & Booster Maintenance - Annual Contract Reference Customer Name: Orange , City of Address: 189 S. WATER ST. Orange, CA 92866 Contract Amount: $410,000.00 Description of supplies, equipment, or services provided: Well & Booster Maintenance - Annual Contract Contact Individual: Steve Patton Phone Number: 626-914-8200 Facsimile Number: 626-914-8221 Year: Current Contact Individual: Gary Richnick Phone Number: 310-458-8411 Facsimile Number: 310 820-3747 Year: Current Contact Individual: Sonny Tran Phone Number: 714 288-2497 Facsimile Number: 714 744-2973 Year: Current CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Reference Customer Name: Monterey Park, City of Address: 2657 N. Delta Ave Rosemead, CA 91770 Contract Amount: $400,000.00 Description of supplies, equipment, or services provided: Well & Booster Maintenance - Annual Contract Contact Individual: Ralph Martinez Phone Number: 626-280-5552 Facsimile Number: 626-572-7342 Year: Current THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. Section 4 SOMMAL PUMP UALIFICATIONS EXPERIENCE AND UNDERSTANDING OF THE PROJECT CAPABILITIES General Pump Company, Inc. is a Professional Well Redevelopment and Pump Equipment contractor located in San Dimas and Camarillo, California. The Engineering staff, field support and service crews, and office support staff are 100% dedicated to well evaluation and rehabilitation, and pump equipment evaluation and services. The technical staff at General Pump Company, Inc. has worked in almost every aspect of the well and pump industries. This diverse experience provided us with unique qualifications to serve our customers and provide them with solution -oriented approaches to get their system back into operation. Our engineers and Hydrogeologist have all worked in the drilling and design segment of the water, and/or oil and gas industries, and many of our shop and support technicians have worked for major pump manufactures. General Pump Company, Inc. employs only experienced Engineers, Hydrogeologist and Technical Field Personnel that can offer Customers assistance in the following areas: • Assess Well Yields to Minimize Operating and Maintenance Costs • Determine the Efficiency of Production and ASR Wells and Pumps • Engineered Pump and Well Equipment • Pump Facility Design and Construction / Booster Facility Design and Construction • Pipeline Design and Construction • Appropriate Mechanical and Chemical Redevelopment • Periodic Monitor and Maintenance Programs • Water Quality and Production Solutions / Well System Optimization • Engineered Pump Suctions • Pump and Motor Repair / Custom Pump Design and Machining • Electrical, SCADA and Transducer Support • Casing Repair and Swedging • Video and Geophysical Logging Support General Pump Company, Inc., an Engineering Service Company, is dedicated to supporting the ongoing needs of the Water Industry, and committed to providing: • Solution -oriented engineering using problem -solving techniques by degreed Engineers with diverse well system and groundwater experience, and pump application engineers from major pump manufacturing companies. • Full-time machine shop, staffed with experienced personnel capable of building and repairing standard and custom pump equipment and specialty products. • Self-contained chemical trailers to include safety support and operational controls. • Trained and certified operators for periodic monitoring and maintenance programs. • In-house training facility and training programs for customers and our own personnel. • Strong project and construction management for any size project. • Instant communications with cellular radio/phones for all staff, engineering, technical, field and shop personnel, resulting in better services at a reduced risk and overall cost. • Modern, safe and reliable equipment with the Only Telescoping Well Rigs with Spudders in the industry which are required for effective redevelopment of wells in pump houses. Vim COMPA—Hy MIJ" SAFETY Safety is paramount when men and equipment are involved. A good safety record is important along with adequate insurance and bonding. General Pump Company, Inc. has the best safety record in Southern California for the water well and pump rehabilitation business. Over the past years, General Pump Company, Inc. has had minimal loss of time for work related injuries ANNUAL CONTRACTS Award of an Annual Contract is a great honor and to have an Annual Contract renewed year after year is the greatest complement to a service company. It proves that the contractor has met or exceeded the customers' set goals and expectations. General Pump Company, Inc. has been selected by over 45 cities in Southern California to maintain their well and pumping systems. We have more Annual Contracts with cities than all our competitors combined. Additionally, General Pump Company, Inc. is the primary contractor or sole -source contractor for 15 private utilities and water districts. Most of these are multi- year contracts having been renewed several times over. MACHINE SHOP CAPABILITIES General Pump Company, Inc. is the only well and pump Service Company in Southern California that builds 100% of our bowl assemblies. This level of expertise, along with our in-house machining, allows us to supply or repair with a greater level of knowledge that your pump equipment will be reliable and efficient. Our repair and fabrication facility maintains the most complete line of lathes, welding and associated machining tools. General Pump Company, Inc. has an expansive repair and fabrication facility. This facility has proven to be invaluable during our 69 years of business, since many pump and motor repairs require a strong interface between machining, welding and electrical support in order to be completed. We have three major groups within our repair and fabrication facility that allow us to serve your needs in a variety of ways: • Fabrication and Machining: Including lathes, milling machines, grinders, balancing machines, flame welding, gas and electric welding, heli-arc, etc. We perform welding on steel, aluminum, brass, cast iron, resurfacing, and custom work. We repair all types of pumps by all manufacturers in our facility up to approximately 24-inch impeller diameter for single and multi -stage Horizontal Pumps and 30-inch diameter for Vertical Turbine Pumps. Assembly: In general, the pumps we supply are designed and manufactured by General Pump Company at one of our Engineering Service Centers. Assembly of pumps assures the highest quality product, with the assurance that it is built correctly and will meet the design criteria specified. • Field Services: This service has helped us establish ourselves as well and pump problem solvers since many operational problems can be traced to poor installation practices. Having the proper diagnostic equipment and knowing how to use it distinguishes us as "The Leader in Well and Pump Services". Q asp >-AL, 1WRP NWAN Y MACHINE SHOP CAPABILITIES (Conlinued) Precision Ali meta - We've invested in the latest Precision Alignment technology and have established a growing list of customers who use us for these services. Removal Installation Mechanical and Startup - We perform field-testing, removal, installation and machining services to offer a turnkey pump service. General Pump Company, Inc. can provide you with high quality workmanship to meet your water supply needs. Our highly skilled employees can also perform repairs on many types of well and booster pumps. Pump Repair Booster End Suction Horizontal Split Case Vertical Turbine Right -Angle Drive Im eller Rebuildiniz Balancing, Trimmed Eyes & Flanges Machine Shop Shaft Manufactured: Sleeves Made: Tlu-eads and Tapping Mechanical Seals Re -Machine Seat, High Pressure, High High Temperature EQUIPMENT AND FIELD SERVICE Pumps & Motors, Precision Straightening, Electrical Motors Bronze, Mild Steel, Stainless Steel Electric Motors New & Overhauled, Rewound, Balanced, Custom Bases, Shaft Repaired Upgrades General Pump Company, Inc. maintains a full service machine shop, clean and safe rigs and cranes are a minimum requirement for reliability, quality workmanship and safety. General Pump Company, Inc. has several trucks fully loaded with essential equipment to handle many urgent repairs in the field. Our well and pump service crews are always ready and willing to assist your Water Utility with making a repair to keep your well and booster facilities running. Just let us know and we will be on the way, ready to provide you with the highest quality service available. General Pump Company, Inc. has the newest fleet of rigs and equipment in Southern California. Maintenance and repairs are made at our San Dimas and Camarillo Facilities to make sure our field operations can safely and efficiently respond to our customer's needs. Below are the benefits to our customers. • Reliable work - In water emergencies, it is important that this large equipment is ready to respond without breakdowns. • Safety - Our new equipment is not likely to malfunction resulting in major damage or possible injuries. • The most up-to-date equipment to assemble the Customers' pumps. General Pump Company, Inc. has the only telescoping pump rigs in Southern California. 'J®rr, VP COMPANY General Pump Company, Inc. has chemical treatment equipment with fully operational safety equipment that includes eyewash and shower, along with other special redevelopment tools, which allow General Pump Company, Inc. to perform the most cost-effective cleaning to your wells. -000- r 09N9L PUMP COMPANY KEY PERSONNEL KEY PERSONNEL MICHAEL G. BODART, PRESIDENT / DIRECTOR OF ENGINEERING Academic University of Missouri - Bachelor of Science in Civil Engineering Background Post Graduate C.E. Courses in Geohydrology, University of Southern California Certifications 1999-Byron Jackson Training Certificate 1998-Grade 1 & 2 Distribution and Treatment Certificates 1998-Engineering "A" License 1995-Dale Carnegie Course 1995-Mackay Pump Rehabilitation Certificate 1992-Golden State Pump Technical Training Certificate 1990-Completed Graduate C.E. Courses in Geohydrology at U.S.C. 1986-Layne & Bowler Pump School Certification 1986-Baroid 1-week Drilling Fluid Technology Course Certification 1985-National Water Works Correspondence Course Certification Professional General Pump Company, Inc. - President / Director of Engineering - 1993- Present Experience Layne Western - Regional Engineering and Sales Manager (4 offices) Federal Highway Administration - Civil Engineer Professional Presentations Michael G. Bodart (Mike Bodart) is recognized as an expert in the field of pump engineering and well rehabilitation in southern California. He has been invited to speak for numerous professional water related associations and conventions. Has been speaking professionally for more than 34 years and has presented in nationally known associations such as AWWA, Tri-State, Southern California Water Utility Association, Inland Water Works Association, Groundwater Resources Association and Central Coast Water Association. In 1992, Mike was part of a selected six -person panel of engineers who met in Kansas City to assist in training nationwide engineers in the water well pump business. THOMAS A. NANCHY, SR. PROJECT MANAGER / PROJECT ENGINEER 2004-Byron Jackson Training Certificate 1989-Dale Carnegie Course 1992-Golden State Pump Technical Training Certificate 1986-Layne & Bowler Pump School Certification 1994-Baroid 1-week Drilling Fluid Technology Course Certification 1998-National Water Works Correspondence Course Certification 1994-Goulds Pump Course 2020-BNSF Safety Course Professional Experience Tom Nanchy, Sr. Project Manager, has been in the well and pump industry for over Forty (40) years. Throughout his professional career, he has been involved with hundreds of well rehabilitations and is highly regarded in the industry. His wide range of experience allows him to solve many difficult well and pump d 0RX9 PUMP issues and provide options. He has also spoken at many professional organizations throughout California with regards to well maintenance and well rehabilitations. Tom is AWWA certified pump installer and a certified pump installer for Large Water Systems (NGWA). He is factory trained and certified by Byron Jackson and Cla-Valve. Tom also holds a certificate with the Mine Safety and Health Administration (MSHA). WALTER "RAY" REECE JR. BSBM-BSBA, GENERAL MANAGER Professional Experience Combined over 40 years of experience managing businesses providing well rehabilitation, maintenance, well drilling, coring, pump manufacturing, and investigative drilling in the environmental, mining, energy and water resource industries. Earned two Bachelor of Science degrees in Business Administration and Management including a Finance focus. Identified, developed and negotiated contracts with private, public and governmental agencies to safely and successfully provide well rehabilitation technologies, pump and motor maintenance, drilling and construction services for a variety of applications. Ray has devoted time to technological transfers of information by conducting industry related seminars and guest lecturing at High Schools, Colleges, Universities, SME, AWWA, and the California Nevada American Water Works Association (Cal -NV AWWA). FERNANDO MUNOZ. OPERATIONS MANAGER Professional Experience Over 40 years' experience of quality control to ensure pumps are ready for installation, scheduling and management of shop and field production crews, and day-to-day management of those Company areas. Certifications Grade 2 - Distribution Certificate Grade 2 - Water Treatment Operator JAMES M. HINSON, SR. APPLICATION ENGINEER Professional Experience Over 40 years' experience of pump engineering. Conducts systems analyses, defines new and/or replacement hydraulic requirements, designs to procurement of materials. LUIS A. BUSSO, P.G., SR. PROJECT GEOLOGIST Professional Experience Professional groundwater work for the past 14 years encompassing field monitoring and technical report writing for siting, geologic log analysis, design, construction, pump testing, water quality sampling, and rehabilitation of municipal -supply and irrigation -supply water wells. Combining geological and industry knowledge toward well project developments on behalf of water districts, cities, farmers, and other private owners within Central and Southern It. � _Li Map cap.-PAINY California. He currently works alongside Ray Reece, at General Pump Company's Camarillo facility to design and implement pump and well solutions for the clients in the greater Santa Barbara and Ventura Counties. Academic Background University of California Santa Barbara— Bachelor of Science in Geologic Studies MARK HAAS, PROJECT MANAGER Professional Background Professional background includes 18 years' experience within the well and pump industry. His experience includes Field Service Technician, AirBurst® Operations to include R & D for Frazier Industries and Bolt, Technologies for air gun operations and functionality and Certified Crane Operator. MICHAEL R. GARCIA, PROJECT ENGINEER Professional Background Work alongside Project Manager to ensure progression and completion of pump projects. Review project specifications and prepare documents for engineered projects including as -built drawings and field crew instructions. Assist in project coordination and communication between field crews, vendors, and customers. Academic Background Loyola Marymount University, Los Angeles -Master of Science in Mechanical Engr. University of Redlands, Redlands - Bachelor of Science in Physics DANIEL J. PICHARDO, PROJECT ENGINEER Professional Background Coordinate with project managers, operations manager, and senior applications engineer for materials procurement for all existing projects. Communicate with vendors and customers for timely delivery. Maintain safety manuals for continued safety compliance. Academic Background Seattle University - Bachelor of Science, Civil Engineering, Mathematics Minor J. ALFREDO ("FREDDY") RAMIREZ, PROJECT MANAGER Professional Background Professional background includes 23 years' experience within the well and pump industry. His experience includes designing complete pump assemblies, performing well rehabs, well destructions as well as welding. His wide range of experience allows him to have knowledge in multiple fields in the industry. d �"�, SEEN - PUMP NNAKY TEAM ORGANIZATION Step 1: Calls for service are taken by one of our engineers. This step is important and based on the issue may require further field inspections, testing, evaluation of data (City and GPC), and a meeting with one of our experienced engineers. Based on our evaluation, we will submit options for the City to consider. Each option requires a discussion of Risk, Benefit, and Cost. As more information and test data becomes available, the course of action may change. Each change requires GPC's engineers to reevaluate and discuss options. President/Director of Engineering (35 plus years' experience): General oversight of all GPC projects and project management team, and engineering. Project Managers / Engineers (30-40 years' experience) (Outside): Meet with customers, prepare solutions and options, and evaluate system problems along with pump and well problems. Project Managers / Engineers (10-25 years of experience) (Inside): Answer customer's technical questions, perform engineering, support outside project managers / engineers, and work closely with our field foremen, job plans and schedules. Operation Manager (40 years of experience): General oversight of field and shop operations; includes quality control, technical assistance, and equipment allocations for projects. Senior Pump Engineer (40 years of experience): Performs detailed engineering evaluations, pump inspections, and submits recommendations to project managers / engineers. Professional Geologist (14 years of experience): Reviews well rehabilitation processes, down hole testing, and submits recommendations. Field Technicians, Foremen, Electricians, Certified Welders, Certified Crane Operators, and 40-hour HAZMAT certified (10-30 years experience): Play an important role in the job planning, inspections, quality control, and solutions to the issues being discussed. General Pump Company acquires only professional and experienced personnel to service our customers. a 6N N R. _AFL 159 N. ACACIA STREET x SAN DIMAS, CA 91773 = PHONE: (909) 599-9606 x FAX: (909) 599-6238 CAMARILLO, CA 93010 * PHONE: (805) 482-1215 www.genpump.com WELL & PUMP SERVICE SINCE 1952 Lie. #496765 Serving Southern California and Central Coast Well Preventative Maintenance Contracts Client References Project Work I)escription Period Prniect Funding per Year City of Arcadia Well & Well & Booster Preventative Current $150,000.00 240 W. Huntington Drive Booster Maintenance Arcadia, CA 91066 Preventative Contact: Tom Tait Maintenance Ofc: 626-256-6554 City of Glendora Well & Well & Booster Preventative Current $200,000.00 116 E. Foothill Blvd. Booster Maintenance Glendora, CA 91740 Maintenance Contact: Steve Patton Ofc: 626-914-8200 City of Santa Monica Water Well Water Well & Pump Current $400,000.00 1228 South Bundy Drive & Pump Maintenance Los Angeles, CA 90025 Maintenance Contact: Gary Rickinick Ofc: 310-458-8411 City of Orange Well Well Maintenance and Current $400,000.00 189 South Water Street Maintenance Repairs Orange, CA 92866 and Repairs Contact: Son Tran Ofc: 714-288-2497 City of Monterey Park Well & Well & Booster Preventative Current $400,000.00 2657 N. Delta Avenue Booster Maintenance Rosemead, CA 91770 Maintenance Contact: Ralph Martinez Ofc: 626-280-5552 General Pump Company has over 45 Annual Maintenance Contracts in Southern California, more than all our competitors combined. �� Request for Taxpayer Give Form to the Form (Rev. October2018) Identification Number and Certification requester. Do not Departmeat of the Treasury send to the IRS. Internal Revenue Service ► Go to www.irs.gov/FormW9 for instructions and the latest information. 1 Name (as shown on your income tax return). Name is required on 'his line, do not leave Ihls line blank. General Pump Company, Inc. 2 Business naMe/disregarded entity name, if different from above co �P a) 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the Y 4 Exemptions codes apply only to P ( PP Y Y following seven boxes. certain entities, not individuals; see o- o ❑ Individual/sole proprietor or ❑ C Corporation ❑✓ S Corporation ❑ Partnership ❑ Trust/estate instructions on page 3): ai single -member LLC Exempt payee code (if any) CL P ❑ ► Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) `p r Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check Exemption from FATCA reporting c N LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is LLC that is disregarded code (if any) a another not from the owner for U S. federal tax purposes. Otherwise, a single -member LLC that 3 w is disregarded from the owner should check the appropriate box for the tax classification of its owner d) m ❑ Other (see instructions) ► (Applies to accounts maintained outside the U.S) y5 Address (number, street, and apt. or suite no.) See instructions. Requester's name and address (optional) (D 159 N Acacia St rn 6 City, state, and ZIP code San Dimas, CA 91773 7 List account number(s) here (optional) Taxpayer Identification Number (TIN) _ Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid social security number backup withholding. For individuals, this is generally your social security number (S. However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. or Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Employer identification number Number To Give the Requester for guidelines on whose number to enter. F__F__1 Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends.^ are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. Sign Signature of Here U.S. person ►, General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or paid) Date ► 01 /26/2021 • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No 10231X Form W-9 (Rev. 10-2018) CONTRACTORS dCa STATE LICENSE BOARD ~' ACTIVE LICENSE , .-. 496765 CORP =,.—'— GENERAL PUMP COMPANY INC C57 C61021 A 08/31/2022 www.cslb.ca.gov dm OFDepartment of Industrial Relations STATE OF CALIFORNIA APPLICATION FOR PUBLIC WORKS CONTRACTOR REGISTRATION Registration Information Type: Renewal Period: July 1, 2019—June 30, 2022 Contractor Information Contractor Name: GENERAL PUMP COMPANY, INC. Trade Name: License Type Number: 1000002769 Contractor Physical Address Physical Business Country: United States of America Physical Business Address: 159 N. ACACIA ST. Contractor Mailing Address Mailing Business Country: Mailing Business Address: Contact Info Daytime Phone: Mobile Phone: Physical Business City/ Province: SAN DIMAS Physical Business State: CA Physical Business Postal Code: 91773 Mailing Business City/ Province: Mailing Business State: Mailing Business Postal Code: Daytime Phone Ext.: Business Email: gcampbell@genpump.com Applicant's Email: asantacruz@genpump.com Registration Services:: Page 1 of 2 5/24/2019 8:53:11 AM Workers' Compensation Professional Employer Organization (PEO) Do you lease employees through Professional Employer Organization? No Workers' Compensation Overview Insured by carrier Carrier: TRAVELERS PROPERTY Inception Date: June 1, 2017 CASUALTY INSURANCE COMPANY Policyholder Name: GENERAL PUMP COMPANY, Expiration Date: May 30, 2018 INC. Policy Number: PJUB-5946N79-9-16 Certification Yes I certify that I do not have any delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award Yes I certify that the contractor is not currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works. Yes I certify that one of the following is true: (1) 1 am licensed by the Contractors State License Board (CSLB) in accordance with Chapter 9 (commencing with Section 7000) of the Business and Professions Code; or (2) my business or trade is not subject to licensing by the CSLB. I understand refunds are not authorized I, Allison Santa Cruz, the undersigned, am , GENERAL PUMP COMPANY, INC. with the authority to act for and on behalf of the above named contractor. I certify under penalty of perjury that all of the above information provided is true and correct. I further acknowledge that any untruthful information provided in this application could result in the certification being canceled. I certify this on: 5/24/2019 8:51:18 AM Legal Entity Information Legal Entity Type: Corporation Name: GENERAL PUMP COMPANY, INC. Registration Services:: Page 2 of 2 Uff Water Well Solutions proudly represents "AirBurst" Technology" as an innovative water well rehabilitation technology. AirBurst" is a proven, comprehensive rehabilitation and development process for all types of water wells. Water Well Solutions continues to be a leader in the well rehabilitation field. As an original AirBurst" licensee, we assisted in the initial development of the process, and continue to pursue innovative ways to enhance the technology. Our cutting edge approach has provided our clients iith hundreds of successful applications (references available upon request). Water Well Solutions is the authorized dealer for AirBurst" throughout the Midwest. Water Well Solutions Illinois Division, LLC. 44W158 Keslinger Rd. Elburn, IL 60119 888-769-9009 - Fax 920-474-4771 Water Well Solutions Service Group, Inc. N87 W36051 Mapleton St. Oconomowoc, WI 53066 888-769-9009 - Fax 920-474-4771 www.WWSSG.com E-mail: info@WWSSG.com AIR. BuRsT Technology The Powerful Rehabilitation and Development Process for all Water Well Types. tNVIHUNTYIENFALLY FRIENDLY Bolt Air Gun iaeen Put iuuu ui a second atler firing Compressed air or inert gas are the sources of AIRBURST energy, providing an effective and responsible greets alternative to other methods. MORE BANG FOR YOUR BUCK. "0 Ail -Burst is an All -American based technology and is a one of a kind patented process that uses high pressure air or inert gas to stimulate selected zones within the formation and generates high-energy pressure pulses in the well. This energy generates acoustic waves that break up and remove mineral scales, silts, sedimentation and bio-films from the bore hole wall or well screen. With the energy being released at 15/1000 of a second after firing, it generates an air bubble that ex- pands and collapses inside the well. This provides a intense surging action that generates a mechanical cleaning of the well as the bubble expands and collapses. As the bubble collapse, it creates a negative pressure zone in the well that pulls in mineral and biological debris dislodged during the process for easy removal with a bailer - AIRS URS T" Advantages A single AirBurst R air gun has numerous interchangeable firing chambers to assure you of a tailored fit in any well of any construction. We have 7 different air guns.and 22 chambers available. ONLY AirBurst g electronically and precisely controls the air gun energy discharge to allow dislodged debris to settle be- fore the next burst occurs- Electronic firing puts the energy control in the hands of our technician. Only AirBurst R' can deliver the exact number of bursts per foot at the desired pressure and at the exact location within the well AirBurst R gun ports are also designed to provide maximum energy release by maximizing port area and internal throat size to the ports The energy range we have available is 2 grains of TNT to 910 grains (2 pounds). We have the right tools for the smallest and most fragile well to the big tools need ed.to.dev,elop rock wall wells. Precise pressure regulation allows the AirBurst-? process to develop sustainable, controlled and exactly repeatable energy discharges to create a constant en- ergy level to be maintained as the air gun is raised in the well and the hydrostatic pressure decreases- No guess work with AirBursC8,'. No One Compares to the Power of AirBurst': Airl3urstg) Model -- 550OLL � M' 1gtiOLlBi Chamber sizes (cu. in.) 1 — 40 20 — 120 20 — 200 } 500 Max Working Pressure (psi) 1 2500 L,500 3,000 3,000 ' Pulse Frequency and Pressure Operator Controlled Operator Controlled Operator Controlled Operator Controlled Max. Pulse Energy @ 3000psi. 27 grams T . ' 8 .grams TNT 109 grams TNT 273 grams TNT AIRD,Vm&T � Technology, rtc To whom it may concern: It is our understanding that the process known as BoreBlast/Air Shock is being considered as an equal to AirBurst for bidding purposes. We have experienced this very general comparison in the past and have clearly defined that while they both emit a seismic wave in the well, but that is truly the end of the comparison. Attached please find a detailed comparison of the two processes. Upon review, it will become evident that the control of the AirBurst process, energy, flexibility and the probability of success due to these advantages, will show that BoreBlast is not actually equal to AirBurst Technology. The cost to perform the uncontrolled rapid energy release BoreBlast treatment is much lower which gives that contractor an unfair advantage in a bid. If you have any questions, please feel free to contact me, I am the inventor of AirBurst Technology. Yours truly, AirBurst Technology, LLC William C. Frazier E-mail: k#,�1[a►�l�IiLl4tibs�ul,41ru1 f t�l �18 5761 d ihrf�_ ymt+r 11rit�r MrakWo, 'W1 53150-9208 fhane: 762-679-3983 refr' 414-7194535 rou�o �rr6 slr LMV!, n. AI R l3 U RSTo W 188 S7618 Oak Grove Drive -reOVIA.DL00e, L L C Muskego, W1 53150-9208 Weff(Dr e�opniew Phone: (262)679-3903 Fax: (262)•679-0620 www.au•bursttechnology.com E-mail; bill a airbtusttechnology.com Process and E ui ment Comparisons August 17, 2018 I. AirBurst® equipment is manufactured and suppurled by a USA company, parts are available in Texas, USA. The Air -Shock equipment is lsmeli, (also known as B(weBlast 11) 2. The first use of the AirBurst process was February of 1995, Air -Shock was first used in the USA in approximately 2003. 3. The AirBurst air gun is easily repairable in the field without the use of exotic tools; repair parts are readily available in the USA. 4. Patented air gums used in the AirBurst process are ilia nutaclured by a USA company, Teledyne Marine Corporation that has over 50 years of experience and owns numerous related patents. The air buns are specifically designed for hostile environment use in water wells and were never designed to clean silos.. 5. Several Bolt air guns are capable of � untinuous operation up to 3000 psi, AirBurst air gun discharge ports are configured to produce a single bubble for efficient mass displacement of the water produced by the i expanding Itiubble; it Is not just a ncurrow slot and jetting action as depicted by the Air -Shock literature. Creation of the hubhlk� and subsequent collapse creates a negative pressure which withdraws dislodged material through the screen or out of a rock ti-acture. 6. The Iitning between energy discharges is critical as energy bursts too close together do not allow for dislodged debris to settle before the succeeding burst occurs. AirBurst is the only process [hat cku3 electronictilly regulate the timing and allow the debris to exit the path of the next cnergy discharge, thereby reducing the amount of debris that is pushed back into the formation. 7. The Bolt au• gun is operated by a solenoid valve integral with the air gun which allows complete surface control of the duwn halt; energy discharge li•om the air gun and critical shuttle opening and closing timing which is of paramount importance especially at great depths and in extremely abrasive environments. The Air - Shook device has no such control and is operated by a preset pressure adjustment made prior to lowering the device into the well. When the preset pressure is reached the air gun fires, the unchecked timing results in a very rapid energy release every one half to three seconds and is controlled by inl ei Iou Ily changing an orifice. Air -Shook has no slttkttle timing; control and requires removal from the well to make pressure adjustments, resulting in a lot ofwasteti time. 8. The discharge ports of the Bolt Deep bole Service air gun are closed at all times except For the actual energy discharge. This keeps abrasive well debris out of the shuttle opening. which enhances dependability and greatly extends operational life of the air gun. A I RB U RST@ W 188 S7618 Oak Grove Drive T601`10,01,0ft, L L O Muskego, WI 53150-9208 Weil Phone: (262)679-3903 Fnx: (262)-679-4620 www.au•bursttechnology.com E-mail: bilt(rr,)airbursttechnology.com 9, The AirBurst air bun has tiring Chambers available from I cubic inch up to 500 cubic inches and six different sized air guns for broad application coverage. The 500 cubic inch chamber has the energy potential, in terms of foot-pounds, roughly equivalent to 0,6 pounds (273 grams) of dynamite. The smaller AirHUI'St air guns can easily and confidently rehabilitate screened sand and gravel wells and even delicate Schedule 80 PVC well screens. According to current Air -Shtick literature the largest chamber available is 262 cubic inches with limited port area thereby reducing discharge energy to only 34.6 grams ofdynamite at 3000 psi without any hydrostatic pressure. AirBurst air guns have port areas larger than throat areas in air gun so that there is minimal restriction to the e(tergy discharge. Airl3ur9l air guns have many different sized air storage chambers for each air gain, Ilse bolluin chambers can supply be interchanged within Minutes, when Moro or less energy is required, Air -Shock mull exchange the entire gun for another unit. The energy available From a Bolt air gun with a given chamber size and pressure vs the Air -Shock gun is 3 to 8 times greater than Au --Shock, yet the Airilurst energy is adjustable to low enough to address PVC well screens. Air -Shock's energy claim is at 3000 psi wi(houl any hydrostatic pressure, (lie Boll air gun energy is at a depth of 30 feet, an extremely significant factor in favar of the molt air gun energy, which would be even greater if calculated without hydrostatic pressure. l U. AirBurst has specifically mantrfzcttired pneumatic control panels to tacilitate safe and accurate pressure operation of the air gun. AirBurst typically uses compressed air or can use nitrogen as the energy source for the au• gun; the air Is not used to penetrate the screen and/or geological formation. The AirBtlrst can be } provide mathematical calculation in Excel formal, to determine bubble size so that the gas does not penetrate the screen; Other companies Ilse random pressure and air gun sizes. 11. Airl3ursi routinely uses the intink and efficient supply of compressed air from high pressure and low volu+ne air• cotttpressor•s; a constant Pressure is maintained throughout the project, unlike depleting nitrogen cylinders. AirBtlrst can also efficiently use compressed gas such as nitrogen if specified. However, it is important to note that the air produced by all colnpressors is 78% nitrogen, so the use of nitrogen gas is of little benelil. AirBurst egtlip(tzeal is trailer mounted and is totally self-contained, there is no waiting for gas suppliers to deliver nitrogen, which can be a major issue if additional gas is need for a big project, there is no additional expense for more compressed air and no waiting. The electronic air gun shuttle timing assures the most efficient use of the gets, where Air -Shock has no control of the efficiency nor does Air -Shock normally offer an air compressor option, it must rely upon delivery of nitrogen to each project location by the nitrogen supplier. 12, Airl3urst equipment gives fttII st rlacL a •�Lont(yl and flex lbIIily to the AirRurst technician. The intensity of energy discharges from the air gun is changed at the tarn of•a pressure regulator valve. The frequency of the energy aisuhargcs can he increasc(l or decreased by movement aI'a dial on the elcctrtmic control panel, all without removal of ilic cqui menu_ liynt i titi'cll, Air -Shock does not have these types of controls. 13. Airl3ttrst does not use packers or surge block plates, which can trap air/gas and force air into the well formation 14. AirBurst tool is supported by and hoisted by a high s(rength wire rope from a pump service cra u , Air - )Shock is supported and hoisted by an air hose on a portable reel with minimal lifting capacity. Which one would you want supporting the tool in a tight hole'? A I R B U RSTpn W 188 S7618 Oak Grove Drive Teehw0t00d, L L C Muskego, W1 53150-9208 Weft Developuteut Phone: (262) 679-3903 Fax: (262).679-0620 www.airbursttechnology.0um E-mail: bill@nirbtu•stteehnology.com 15. In the near future, AirBurst can be used with the very latest patented system (SlnartBurst..) for monitoring the change in well permeability resulting from the use of an electronically controlled Bolt air gun in a well, the system indicates when an area within the well structure is filly developed. Air -Shock has no such system available. 16. The support personnel and co -inventors of the AirBurst process consist of a PhD in Acoustics, a PhD in Geo-Physics and well contractor educated in civil engineering. Resumes are located the Ai -Burst website: www.airbursttechnology.coin -"About Us". The above information in not intended to indicate all-inclusive knowledge of competitive processes or competitive equipment but represents the current knowledge of the writer who has conveyed information generally available to the public. END Energy available from AirBurst and AirShock air uns at 3000 psi (Energy measured In foot pounds) I Chamber size Equivalent TNT grams (454 grams per pound) Chamber size Equivalent TNT In grants (454 grams per pound) Chamber size Equivalent TNT grams (454 grams per pound) Alrltursl •• Air5limck " 130 122 73 Is 200 262 (largest available) 114 35 500 Not Avallable 273 (7.86 times greater titan Air -Shock's biggest gun) *Information per Air -Shock brochure with no hydrostatic pressure "Information per Rayleigh Curve with Bolt air gums nmlrr MI rest nr h r(rn.tntic pj,v%%jjj,. F%mj1 Jv.- awmit, 11101111mr.h mr well al 311110 psi. (Open rock wells only) Air -Shock: 1000 x 35 grams = 35,000 grams or77 pounds ofTNT AirBurst : 1000 x 273 grams = 273,000 grams or 600 pounds of TNT Comparisons should be made by she putential resalts lm,;cd upon the control of the •ii wrgX.rvailahir to accomplish your goal, not simply the exercise ordischarbing an air gun in a well inst to say you slid it. AI RBURST® W 188 57618 Oak Grove Drive T-er*O.OLDOl , L L.0 Muskego, WI 53150-9208 'Welf(Deveropment r6L)Ile (262)679-3903 E,,. (262)-67YA620 www.airbursttechnology.com E-mail: billC(Dairbursttechnology.com Process and Equipment Comparisons August 17, 2018 I. AirBurst® equipment is manufactured and supported by a USA company, parts are available in Texas, USA The Air -Shock equipment is Israeli, (also known as BoreBlast 11) 2. The first use of the AirBurst process was February of 1995, Air -Shock was first used in the USA in approximately 2003. 3. The AirBurst air gun is easily repairable in the field without the use of exotic tools; repair parts are readily available in the USA. 4. Patented air guns used in the AirBurst process are manufactured by a USA company, Teledyne Marine Corporation that has over 50 years of experience and owns numerous related patents. The air guns are specifically designed for hostile environment use in water wells and were never designed to clean silos. 5. Several Bolt air guns are capable of continuous operation up to 3000 psi. AirBurst air gun discharge ports are configured to produce a single bubble for efficient mass displacement of the water produced by the expanding bubble; it is not just a narrow slot and jetting action as depicted by the Air -Shock literature. Creation ofthe bubble and subsequent collapse creates a negative pressure which withdraws dislodged material through the screen or out ol'a rock fracture. 6. The timing between energy discharges is critical as energy bursts too close together do not allow for dislodged debris to settle before the succeeding burst occurs. AirBurst is the only process that can electronically regulate the timing and allow the debris to exit the path of the next energy discharge, thereby reducing the amount of debris that is pushed back into the formation. 7. The Bolt air gun is operated by a solenoid valve integral with the air gun which allows complete surface control of the down hole energy discharge from the air gun and critical shuttle opening and closing timing which is of'paramount importance especially at great depths and in extremely abrasive environments. The Air - Shuck device has no such control and is operated by a preset pressure adjustment made prior to lowering the device into the well. When the preset pressure is reached the air gun fires, the unchecked timing results in a very rapid energy release every one half to three seconds and is controlled by internally changing an orifice. Air -Shock has no shuttle timing control and requires removal from the well to make pressure adjustments, resulting in a lot of wasted time, 8. The discharge pores of the Bolt Deep Hole Service air gun are closed at all times except For the actual energy discharge. This keeps abrasive well debris out of the shuttle opening, which enhances dependability and greatly extends operational life of the air gun. Al RRURST® W 188 S7618 Oak Grove Drive TeOHMLOOU, L L C ,Vluskego, W1 53150-9208 YVeCCcDeve4ment Phoi,e ,_,])h7�, A1,0, i,. www.airbursttechnology.com E-mail: bill@airbursttechnology.com 9. 'The AirBurst air gun has tiring chambers available from I cubic inch up to 500 cubic inches and six different sized air guns for broad application coverage. The 500 cubic inch chamber has the energy potential, in terms of foot-pounds, roughly equivalent to 0.6 pounds (273 grams) of dynamite. The smaller AirBurst air guns can easily and confidently rehabilitate screened sand and gravel wells and even delicate Schedule 80 PVC well screens. According to current Air -Shock literature the largest chamber available is 262 cubic inches with limited port area thereby reducing discharge energy to only 34,6 grams of dynamite at 3000 psi without any hydrostatic pressure. AirBurst air guns have port areas larger than throat areas in air gun so that there is minimal restriction to the energy discharge. AirBurst air guns have many different sized air storage chambers for each air gun, the bottom chambers can simply be interchanged within minutes, when more or less energy is required, Air -Shock must exchange the entire gun For another unit. 'The energy available from a Bolt air gun with a given chamber size and pressure vs the Air -Shock gun is 3 to 8 times greater than Air -Shock, yet the AirBurst energy is adjustable to low enough to address PVC well screens. Air -Shock's energy claim is at 3000 psi without any hydrostatic pressure, the Bolt air gun energy is at a depth of 30 feet, an extremely significant factor in Favor of the Bolt air gun energy, which would be even greater if calculated without hydrostatic pressure. 10, AirBurst has specifically manufactured pneumatic control panels to facilitate sate and accurate pressure operation of the air gun. AirBurst typically uses compressed air or can use nitrogen as the energy source 16r the air gun; the air is not used to penetrate the screen and/or geological formation. The AirBurst can be provide mathematical calculation in Excel format, to determine bubble size so that the gas does not penetrate the screen; other companies use random pressure and air gun sizes. 11. AirBurst routinely uses the inning and efficient supply of compressed air from high pressure and low volume air compressors, a constant pressure is maintained throughout the project, unlike depleting nitrogen cylinders. MrBurst can also efficiently use compressed gas such as nitrogen if specified. However, it is important to note [hat the air produced by all compressors is 78% nitrogen, so the use of nitrogen gas is of little benefit. AirBurst equipment is trailer mounted and is totally self-contained, there is no waiting for gas suppliers to deliver nitrogen, which can be a major issue if additional gas is need for a big project, there is no additional expense for more compressed air and no waiting. The electronic ail' gun shuttle timing assures the most efficient use of the gas, where Air -Shock has no control of the efficiency nor does Air -Shock normally otter an air compressor option, it must rely upon delivery of nitrogen to each project location by the nitrogen supplier. 12. AirRurst equipment gives luII surtace_t?prratimial cowriil and flexibility to the AirBurst technician, The intensity ofenergy discharges from the air gun is changed at the turn o f a pressure regulator valve. The frequency of the energy discharges can be increased or decreased by movement of a dial on the electronic control panel, all without removal ol'tlw cquipwnt_I"rc�m the ��_rlj. Air -Shock does not have these types of controls. 13. AirBurst does not use packers or surge block plates, which can trap air/gas and force air into the well formation 14. AirBurst tool is supported by and hoisted by a high strength wire rope from a pump service crane; Air - Shock is supported and hoisted by an air hose on a portable reel with minimal lifting capacity. Which one would you want supporting the tool in a tight hole? AI RBURST® W 188 5761 K Oak Grove Drive Techiti Ood, L L a Muskcgo, WI 53150-9208 (We 1r(Devefbpment Mimic (262079- 3 1u 1 f u. 1242)-b %",-Jon www.airbursttechnology.com F.-mail: bill(r�airburst(echnology.com 15, In the near future, AirBurst can be used with the very latest patented system (Smart Burst.) for monitoring the change in well permeability resulting from the use ofan electronically controlled Bolt air gun in a well, the system indicates when an area within the well structure is fully developed. Air -Shock has no such system available. 16. The support personnel and co -inventors of the AirBurst process consist of it PhD in Acoustics, a PhD in Geo-Physics and well contractor educated in civil engineering. Resumes are located the AirBttrst website: www.airbursttechnofogy.com -"About Us". The above information in not intended to indicate all-inclusive knowledge of competitive processes or competitive equipment but represents the current knowledge of the writer who has conveyed information generally available to the public. END EneM available From AirBurst and AirShock air guns at 3000 psi (Energy measured in root pounds) AirBurst ** AirShock Chamber size 130 122 Equivalent TNT grams 73 15 (454 grams per pound) Chamber size 200 262 (largest available) Equivalent TNT in grams 114 35 (454 grams per pound) Chamber size 500 Not Available Equivalent TNT grams 273 (7.86 times greater than Air -Shock's biggest gun) (454 grams per pound) *i'nformation per Air -Shuck brochure with no hydrostatic pressure "Information per Rayleigh Curve with Bolt airguns under 30 fret or h drushotir Pressure FA.1111i,le: avotunre 1000 hursh. per well it( 30U0 psi. (Open rock wells only) Air -Shock: 1000 x 35 grams = 35,000 grams or 77 pounds of TNT AirBurst : 1000 x 273 grams = 273,000 grams or 600 pounds of TNT Comparisons should be made by the potential results based upon the control of the wie%y available to accomplish your goal, not simply the exercise of discharging an air gun in a well just to say you did it. 3 Section 5 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. BIDDERS are cautioned that making a false certification may subject the certifier to criminal prosecution. Signed _ Mic �aelodart - President / Director of Engineering State of California County of Subscribed and sworn to (or affirme before me on this _ _ day of , 20_, by pr ed to me on the basis of satisfactory evidence to be the person(s) who appeared b ore me Notary Public Sipiature Notary Public Seal �' &Zo�"d Page 1 of 1 CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 �ee Attached Document (Notary to cross out lines 1-6 below) ❑ See Statement Below (Lines 1-6 to be completed only by document signer[s), not Notary) Signature of Document Signer No. 1 Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California Subscribed and sworn to (or affirmed) before me County of Los Angeles on this 25th day of May 2021 by Date Month Year (1) . Michael Bodart s� , ALEXA JUAREZ a�Notary Public - California and ( () ) Signer( z Los Angeles County _ rwmy Name (s) of Commission # 2266422 l Comm. Expires Nov 10, 2022 proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Signature Place Notary Seal and/or Stamp Above tune of Notary Public noTrnw�wr Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: 02017 National Notary Association Number of Pages: CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON -LOBBYING CERTIFICATION The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. Signed. iic ae Bodart Title: PrPs*dPnt Y Director of ng1 eerin 2 _ Firm: General Pump Company, Inc. Date: 5/27/2021 Page 1 of 1 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES ON -DISCRIMINATION CERTIFICATION The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. Page 1 of 2 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a subconsultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, no discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penaltiesed for a violation of the Chapter. Signed: Michael Bodart Title: Firm: General Pump Company, Inc. Date: 5/27/2021 Page 2 of 2 EXHIBIT 2 AGREEMENT TO PROVIDE ON -CALL WATER WELL, PUMP, AND MOTOR REHABILITATION AND REPAIR SERVICES THIS AGREEMENT is made and entered into this 17th day of August, 2021 by and between Layne Christensen Company ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On April 28, 2021, the City issued Request for Proposal No. 21-059, by which it sought a qualified contractor to provide on -call water well, pump, and motor rehabilitation and repair services for the Water Resources Division of the City's Public Works Agency. B. Contractor submitted a responsive proposal that was among those selected by the City. Contractor represents that it is able and willing to provide the services described in the scope of work that was included in RFP 21-059. C. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an on -call basis, and at the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 21-059, which is attached as Exhibit A and incorporated in full, and as further described in Contractor's Proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Contractor under this Agreement. Contractor shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit B. Contractor is one of three (3) contractors selected to provide services on an as - needed basis under RFP 21-059. The total compensation for services provided by all contractors selected under RFP 21-059 shall not exceed the shared aggregate amount of three million two hundred fifty thousand dollars and zero cents ($3,250,000) during the term of this agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of Page 1 of 8 proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on August 16, 2024, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one 2-year period upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Page 2 of 8 Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Contractor shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Contractor shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Contractor's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. Worker's Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Contractor agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Contractor is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $2,000,000 per claim with $2,000,000 in the aggregate. The following requirements apply to the insurance to be provided by Contractor pursuant to this section: (i) Contractor shall maintain all insurance required above in full force and Page 3 of 8 effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by contractor, without thirty (30) days prior written notice to the City. (iv) Contractor shall supply City with a fully executed additional insured endorsement. f. If Contractor fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Contractor's right to be paid for its time and materials expended prior to notification of termination. Contractor waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor or its subcontractors, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, Page 4 of 8 for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. 10. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 11. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor disclosed in a publicly available source; (c) is in rightful possession of the Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Contractor without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: Page 5 of 8 To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: Layne Christensen Company 1717 W Park Avenue Redlands, CA 92373 Attn: Ricky Trujillo, Account Manager A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior Page 6 of 8 written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other contractors retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work that fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. Page 7 of 8 20. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: Daisy Gomez Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney CITY OF SANTA ANA Kristine Ridge City Manager CONTRACTOR Y —Bandon Salvatierra Name: od owar Deputy City Attorney Title: General Manager RECOMMENDED FOR APPROVAL Nabil Saba, PE Executive Director Public Works Agency Page 8 of 8 EXHIBIT A CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Appendix ATTACHMENT 1: SCOPE OF WORK CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES SCOPE OF WORK INTRODUCTION AND BACKGROUND The City of Santa Ana is soliciting proposals from qualified firms to provide on -call water well, pump and motor rehabilitation and repair services on an as -needed basis. The City of Santa Ana is located in the County of Orange in Southern California. The City encompasses 27.2 square miles and a population over 343,000 people. The City of Santa Ana Public Works Agency — Water Resources Division oversees and maintains the daily operations of the Water System and Sanitary Sewer System. The City of Santa Ana's water system has an average day demand of about 43 million gallons (MG) with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at five (5) sites, seven (7) MWD connections, 21 groundwater wells, seven (7) pump stations, four (4) pressure regulating stations and utilizes two (2) pressure zones. WORK DESCRIPTION The Contractor shall provide water well casing, pump and motor rehabilitation, repair, and replacement related services for the City of Santa Ana at various locations within the City. The work shall include routine and emergency pump pulling and installations, well casing repairs and installations, water well rehabilitations, well video inspections, and/or repair services on various types of pumps on an as -needed basis. The Contractor shall provide all necessary supervision, labor, materials, tools, transportation and equipment to perform pump pulling and installations, water well and booster rehabilitations, well casing repairs and installations, water well video inspections and chemical treatments, electric motor repairs, electric motor rewindings, sound attenuation, and repair services on various types of pumps and motors, on an as assigned basis, at various locations throughout the City. The Contractor shall provide transportation for its heavy duty equipment, such as, but not limited to, drilling rig, pump rig, flatbed truck, boom truck, tractor trailer, to and from Contractor's facility to each Water Production worksite. All electric motor repair work shall be transported by the Contractor to an Electrical Apparatus Service Association's (EASA) Accredited Member facility for repair and returned to the City when repairs are complete. The Contractor shall make adequate provisions for the disposal of water pumping from the well during redevelopment and/or test pumping. All water discharged during these events shall be in compliance with the City's National Pollutant Discharge Elimination System (NPDES) permits and Orange County Flood Control District permits. It shall be the Contractor's responsibility to propose a method to discharge water that is NPDES compliant and may include methods such as water detention through storage tanks or other conforming strategies. Proposer shall submit hourly rates schedule, which shall include but not limited to, direct and indirect costs for labor, for staff per job classification, material, equipment rates, overhead, incidental supplies, travel, mileage, and fuel. Any special materials will be purchased by the contractor only after discussed and authorized by the City projects manager or designee in writing. Prior to commencement of services, Contractor shall provide separate quotes and project schedules, upon request by the City, which shall be approved by the City's Public Works Water Resources Division. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES CONTRACTOR RESPOSIBILITIES The Contractor's services shall include, but are not necessarily limited to, the following: 1. PUMP AND MOTOR REMOVAL SERVICE The Contractor shall be qualified to perform water well pump and booster pump removals. At the initial setup for pulling a pump, the Contractor shall perform lockoutltagout of the electrical and hydraulic systems and shall disconnect all electrical wiring and appurtenance necessary for the pulling of a deep well pump or a booster pump. The motor, discharge head, submersible cables, column, bowl assembly, strainer, and airline shall be removed by the Contractor. All parts and components shall be inspected closely for excessive cracks, corrosion, holes, wear, or any type of damage which would necessitate repairs or replacement parts. Bore holes shall not be left unattended. The Contractor shall provide equipment necessary (with a lockable design) for closing off any bore holes left unattended. 2. PUMP AND MOTOR RE -INSTALLATION SERVICE The Contractor shall be qualified to perform pump and motor installation services including all electrical re - installations. The Contractor shall adequately chlorinate the pump assembly prior to installation. After the completion of any rehabilitation work and or repairs, the Contractor shall install the bowl assembly, column, shaft, submersible cable or oil tubing, discharge head, motor and all electrical components associated with and not limited to leads, torqueing to specifications, etc. Witness test shall be performed by City staff. All incidental materials shall be furnished by the Contractor. 3. WELL VIDEO SURVEY SERVICE The Contractor shall be qualified to perform water well video inspections using color video equipment with side scan and down -hole survey views. Videos shall be provided to the City in a universal serial bus (USB) format and recorded in high definition resolution. Ability to perform these surveys at high resolutions will be given higher consideration. The Contractor shall allow water to flow into the well for a 24 to 48 hour time period in advance of the video survey to produce clear viewing conditions. The video survey unit shall simultaneously transpose the City's name, well name, footage and the date of inspection on the monitor screen and the video record. A footage counter/recorder shall read in feet and be accurate within two (2) percent of the actual footage. The video survey camera shall be capable of right angle or normal downhole viewing with a change in camera lens or mechanical movement of the camera. At the direction of the City, the Contractor must be able to provide right angle viewing to view any casing section in a direct elevation view. The video camera shall be capable of providing both vertical and horizontal (side) viewing of the entire casing as it descends into the well. The Contractor shall also submit a written report to accompany the video survey log, documenting the survey date, static water level, perforation depth intervals and conditions, and total well depth along with photos. The Contractor shall provide information in the report regarding any type of damage to the well casing or issues encountered during the well video survey. 4. WELL TREATMENT SERVICE The Contractor shall be qualified to provide well treatment services. To perform these tasks, the Contractor shall have the capability to perform mineral analysis, chemical treatment, water quality testing, zone CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES testing, well casing patches and similar casing repairs/improvements, and mechanical treatment on well casings. All chemicals used in treating wells shall be State approved for the purpose intended, must be National Sanitation Foundation (NSF) approved, and Public Works approved for quantity and concentration. Disinfection of the wells is required in accordance with American Water Works Association (AWWA) C654 — Standard Disinfection of Wells. The Contractor's estimates shall include the type and concentration of chemicals (acids, inhibitors, polymers, neutralizers, etc.) to be used; the typical appropriate contact time for the chemicals; and the typical procedure for introducing, mixing, and neutralizing chemicals in the well. In addition, the name(s) and phone numbers of any company(ies) that will supply the treatment chemicals shall be provided. Completed Material Safety Data Sheets (MSDS) for all chemicals used shall include the methods of mechanical treatment (dual swab, wire/nylon brush, sonarjetting, etc.). The Contractor shall perform wire brushing and it shall be carried out in manner as to clean the casing louvers/perforations and to remove scale and tubercles attached to the wall of the casing. After wire brushing, the well shall be allowed to sit for 24 to 48 hours and sediment fill shall be removed from the bottom of the well to the maximum extent possible using a bailer or scow or equivalent retrieval device. All bailed material (water and sediment) shall be placed in steel drums or appropriate containers. The sediment, after separation from the water, shall be placed in the containers, properly labeled, and eventually removed from the well site for disposal by the Contractor. All bailed material shall be properly disposed of by the Contractor. 5. PUMP AND MOTOR REHABILITATION SERVICE The Contractor shall provide rehabilitation services when requested by the City. The Contractor shall rehabilitate of one or more of the following pump units: • Submersibles Horizontal split case Vertical turbines Rehabilitation of all pumps and motors may include, but not limited to: • Line shafts • Bearings • Right -angle -gears • Housing/frame • Column pipe • Seals • Impellers • Rotor shaft • Power/control cable attachments • Thermal/moisture sensors • Vibrational analysis (include report) • All other appurtenant components Upon request, the Contractor shall submit a written proposal to the City for the services described herein, The Contractor shall also include the performance pump curves, manual specifications, and detailed information regarding the new proposed pump and motor within the proposal package. The Contractor CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES shall also provide a construction project schedule for each given task order regarding rehabilitation services. All rehabilitation work shall be subject to the Project Manager's written approval prior to commencing any work by the Contractor. 6. ELECTRIC MOTOR REPAIR AND REFURBISHMENT The successful Contractor shall provide all transportation, labor, materials, tests and equipment, delivery/pick up for the repair and refurbishment of electric motors and perform any recondition or rewiring as necessary to return the equipment fully operational. All electric motor repair shall be done in an EASA Accredited Member service shop, no exceptions. a. All work shall be in accordance with the Electrical Apparatus Service Association's (EASA) Recommended Practice, AR100-2020 latest edition and the National Electrical Manufacturers Association (NEMA) standards for service and repair of electrical apparatus. The Contractor shall provide a list of approved vendors upon request. b. Work shall be in conformance with standards set by, but not limited to, the following organizations: Underwriters Laboratories (UL) a. Underwriters Laboratories — Certified motors shall be recertified after repair. b. Contractor's shop or his sub -contractor's shop shall be UL-certified to rebuild explosion -proof electric motors for use in hazardous environments. 2. American National Standards Institute (ANSI) 3. American Society for Testing and Materials (ASTM) 4, National Electrical Code (NEC) 5. National Fire Protection Agency (NFPA) 6. National Electrical Manufacturers Association (NEMA) c. Recondition/Repair of Electric Motors Reconditioning/repair of electric motors shall include the testing, disassembling, inspection, cleaning, dipping, baking of windings, replacement of bearings, assembly, testing and painting and at minimum include the following: L Pre -Disassembly Test 1. Using a 1000V meg-ohm meter, conduct verification of insulation integrity. Record the insulation resistance of the motor as brought in from the City. Acceptable criteria is 5 meg-ohms or higher. 2. Verify that heaters are operational and that other attached features, such as thermocouples, have continuity. 3. Single-phase test to check for open rotors. (After disassembly, rotors will be inspected for evidence of damaged, cracked or open circuit bars or end rings. If there is evidence of faults, the rotor will be growl -tested.) The detection of any defect during testing shall be reported promptly to the City. 4. Documentation covered under this section shall include the condition of mechanical fits (i.e. shaft run out), cracked, broken or missing parts, test run at full voltage, current readings, meg reading CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES and surge comparison test as received. The City shall be notified if acceptable criteria are not met. Motor Disassembly 1, Completely disassemble motor and steam clean all mechanical parts using a mild detergent compatible with winding insulation; thoroughly rinse; bake dry. 2. Disassembly documentation shall include the cause of failure and/or conditions contributing to failure. iii. Motor Inspection 1. Visually inspect coils and windings for excessive wear, signs of conductor overheating or fatigue that possibly would not be apparent during an electrical test. 2. All stators shall be surge- tested with an electronic surge tester specifically designed to apply a surge voltage stress test simultaneously between turns of a coil, between phases, from winding to ground and to detect short-circuited turns in winding under test. Testing shall be per EASA, IEEE 62.2, 112 and 7.2.3 standards. Infrared imaging shall be provided pre and post test. iv. Mechanical Fit 1. Measure the bearing bores, shells, housings and shaft journals using a micrometer. Shaft fits and housing fits shall comply with AR100-2020. Machine work shall be approved by the Project Manager before being performed or machine work may not be paid for. Bearing journals, seal surfaces and bearing housing restoration shall be done by metalizing and machining or boring and sleeving. Documentation of before and after measurements shall be made. 2. Replace bearings per manufacturer's specifications. All grease fittings, plugs, etc. shall be replaced unless otherwise indicated by the Project Manager. Bearings shall be properly lubricated and bearing oil reservoirs shall drained for shipping and installation. The Contractor shall be responsible for filling the bearing oil reservoir upon installation. All equipment shall be tagged with information as to whether or not bearing oil reservoirs were filled and what type of lubricant was used. v. Rotor Balancing 1. All rotors of motors rated at 50 HP1360011800 RPM and above shall be dynamically balanced, with the rotor running at rated speed where practical, but not less than 600 RPM in the balance stand. The balancing speed shall also be rapid enough so the balance machine sensitivity can reliably measure the maximum allowable residual unbalance. 2. A printout tape from the balance/analyzer shall be furnished detailing the final balance values. This tape will be attached to the recondition/repair/rewind documents when the motor is delivered. vi. Motor Leads Motor leads shall be permanently tagged with non-magnetic markers. Motor lead configuration shall not be altered. vii. Insulation 1. Windings shall be double -dipped with Class H varnish and baked. 2. Machine -finished surfaces bore of the stator lamination and periphery of the rotor laminations shall be cleaned of all varnish and foreign materials. Photo documentation of this process shall be made prior to and after lamination. viii. Final Test 1. A 1000 volt meg-ohm meter shall be used to verify insulation continuity. This reading shall be 100 meg-ohms or greater and documented. After reassembly, motor shall be test -run at rated CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES voltage and frequency. No load voltage and phase currents shall be recorded. Vibration mils displacement shall be measured and recorded in the horizontal, vertical and axial planes on both ends of the motor, or top and bottom of vertical motors and documentation of current reading and vibration readings shall be provided to the Project Manager. 2, A 5KV meg-ohm meter shall be used to verify insulation continuity of all 4160V motors. ix. Paint 1. Exterior of motor shall be properly cleaned of rust and foreign material, prime painted and finish painted with a good grade of machinery enamel, the same color as received unless otherwise specified. Nameplates, machined surfaces and internal parts shall be protected from paint. 2. When needed, the interiors of motor frames and parts shall be painted with an insulating paint. This includes rotors, bearing brackets, frame interiors and air deflectors. Windings shall not be painted. x. Incidentals 1. In the event that the motor is in poor condition and cannot be repaired, reconditioned or made as new, the Contractor shall notify the Project Manager or Designee immediately. 2. All incidental parts requiring replacement, such as bearings, coils, etc. shall be considered included in other items of bid and no additional compensation shall be allowed. 7. REWINDING OF ELECTRIC MOTORS When rewinding is done in conjunction with a recondition or repair, many of the items below will be redundant and shall not be performed or charged. The items below apply to stator only (including all labor, materials and testing necessary for work completion) and shall at a minimum include: a. Pre -Disassembly Test 1. Using a 1000 meg-ohm meter, conduct verification for insulation integrity. Acceptable criteria is 5 meg-ohms or higher. 2. A 5KV meg-ohm meter shall be used to verify insulation integrity of all 4160V motors. 3. Verify that heaters are operational and other attached features such as thermocouples have continuity. 4. Pre -disassembly documentation shall include the condition of mechanical fits (i.e. shaft run out), cracked, broken or missing parts, test run at full voltage, current readings, meg reading and surge comparison test as received. The Project Manager shall be notified if acceptable criteria are not met. b. Stripping 1. Windings shall be removed by temperature -controlled burnout with oven temperature suppression. Burn -out temperature shall not exceed 750 degrees Fahrenheit. 2. Windings shall be removed in such a fashion not to damage or distort the core iron. Upon removal of the old windings and insulation, the core shall be thoroughly cleaned and inspected for burrs, etc. 3. After the burnout procedure, the Contractor shall perform a stator core loss test to ensure the stator laminations are not heat damaged. If the stator core losses exceed four (4) watts per pound of core steel, notify the Project Manager prior to proceeding forward. c. Winding 1. General: Rewound motors shall meet or exceed all O.E.M. operating characteristics, unless otherwise specified by the Project Manager. NEMA Class H insulation shall be used, unless otherwise specified. Magnet wire shall be a Quad Build, insulated wire of domestic manufacture that meets or exceeds NEMA specification MW-35A. After winding and prior to resin treatment, windings will be surge -comparison tested and the results documented. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 2. The copper cross -sectional area shall be at least as large as the original winding. 3. Resin Treatment: Windings shall be double -dipped with Class H varnish and baked. 4. Check all coils for overall coil shape. Perform a high frequency turn -to -turn dielectric test (surge test) in accordance with IEEE 522. Submit test results to the City. This shall be done prior to installation into the stator. d. Motor Leads Motor leads shall be replaced as the original leads. Leads will be permanently tagged with non-magnetic markers. Lead lengths shall be identified by the City when a request for service is made. e. Insulation Windings shall be double -dipped with Class H varnish and baked. Insulation shall be tested phase -to - phase and phase -to -ground at 1000 volts do and yield a one minute test result of 1000 meg-ohms or better. f. Final Test A 1000 volt meg-ohm meter shall be used to verify insulation continuity. This reading shall be 100 meg- ohms or greater and documented. After reassembly, motor shall be test -run at full voltage and documentation of current reading and vibration readings shall be provided to the end user. (NOTE: a 5KV meg-ohm meter shall be used on all 4160V motors.) Copper DC resistance tests, phase -to -phase, on rotor winding from slip rings shall be performed. If the rewound rotor fails to pass any test, the rotor shall be rejected. The Contractor shall rebuild and retest until all tests are approved by the City. 8. WELL PUMPING REDEVELOPMENT SERVICES Following mechanical redevelopment, the City may elect to have Contractor proceed with pumping redevelopment which shall consist of intermittent pumping and surging of the well and discharging to waste via permitted storm drain channels. The Contractor shall make adequate provisions for the disposal of water pumped from the well during redevelopment and/or test pumping. Such provisions shall include, but not be limited to, furnishing and installing discharge piping from the pumping unit of sufficient size and length to conduct water to a point as designated by the City and upon request providing temporary storage tanks to contain the discharge. The Contractor shall also furnish acceptable orifices, meters or other approved devices, which will accurately measure the pumping rate. Upon request, an airline complete with properly calibrated gage shall be provided by the Contractor to measure the elevation of water in the well. Contractor may be required to collect pumped groundwater into sedimentation tanks prior to discharge to a storm drain in order to comply with the waste discharge requirements of the regulating agency(s). Redevelopment records shall be maintained showing production rate, total acre footage discharged, and all other pertinent information concerning well development. 9. PRODUCTION TESTING OF REHABILITATED WELLS Upon request, the Contractor shall provide production testing of rehabilitated and or new wells to determine the optimum rate of pumping and shall include a step drawdown test and a constant -rate discharge test in accordance with AWWA A100-20 standards (latest edition). Prior to the start of the step drawdown test, a period of at least 24 hours of non -pumping conditions shall be met following the pumping development work. The Contractor shall provide qualified personnel during the step-drawdown and constant -rate discharge test and shall ensure proper operation of the pumping test equipment and assist in water level monitoring if requested by the City. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES a. Discharge Water 1. Discharge water shall be conveyed from the pump to the point of discharge at the well site. it is imperative to ensure that no damage by flooding or erosion is caused to the chosen drainage structure or water disposal site, or to nearby lands and/or streets. 2. The Contractor shall provide all piping and discharge lines. The point of discharge location will be provided by the City and the Contractor will be responsible for all devices and piping to convey the water to that discharge point. 3. No fluids will be permitted to flow offsite (except to proper drainage facilities) or to properties not owned by the City. All discharges will meet the requirements of the City's NPDES permits and Orange County Flood Control permits. b. Step-Drawdown Test 1. Prior to starting the step-drawdown test in the well, the static water level shall be measured, The well shall be "step" tested at rates determined by the City. The step-drawdown test for the well is estimated to require approximately 12 pumping hours with each step being 3 to 4 hours in duration unless specified otherwise. 2. The Contractor shall operate the pump and change the discharge as directed by the City. Both a gate valve and an engine throttle shall control the discharge of the pump unless specified otherwise. The discharge shall be controlled and maintained at approximately the desired discharge for each step with an accuracy of plus or minus five (5) percent. 3. Pump discharge shall be measured with an instantaneous flow meter dial and a totalizer meter and stopwatch, as approved by the City. Both an air -line and electric sounder shall be furnished by the Contractor for water level measurements. During the step-drawdown test, the Contractor shall record sand content measurements at 30-minute intervals. c. Constant Rate Discharge Test 1. After a 24-hour recovery period from the end of the step-drawdown test, the City may request the Contractor to perform a constant -rate discharge test. This test shall be run for a period of 24 hours, or until the pumping level remains constant for at least 4 hours, or until the City terminates the test. A recovery period of 24 hours shall follow the termination of the constant -rate discharge test, at which time the City will collect residual drawdown (recovery) data. 2. During the constant -rate discharge test, the Contractor shall also conduct the final sand content testing. The sand content shall be determined by averaging the results of samples collected at the following times during the final pumping test: i. Five (5) minutes after start of the test ii. After 114 of the total planned test time has elapsed iii. After 112 of the time has elapsed iv. After 314 of the time has elapsed V. Near the end of the pumping test d. Aborted Tests 1. Whenever continuous pumping at a uniform rate has been specified, failure of pumping operations for a period greater than one (1) percent of the elapsed pumping time shall require suspension of the test until the water level in the pumped well has recovered to its original level. 2. Recovery shall be considered "complete" after the well has been allowed to rest for a period at least equal to the elapsed pumping time of the aborted test, except that if any three (3) successive water level measurements spaced at least 20 minutes apart show no further rise in the water level in the pumped well, the test may be resumed immediately. 3. The City shall be the sole judge as to whether this latter condition exists. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES e. Records 1 The Contractor shall keep accurate records of the pumping test of the well and furnish copies of all records to the City upon completion of the test. The records shall also be available to the City for inspection at any time during the test. The records shall include physical data describing the construction features such as, but not limited to: i. Well depth and diameter ii. Complete screen description iii. Length and setting iv. A description of the measuring point and its measured height above land surface and/or mean sea level V. The methods used in measuring water levels and pumping rates 2. The Contractor shall also keep records on the type of pumping equipment used at the well site including engines, drive components, bowls, lines, and shafts. The Contractor will keep records of operation of equipment during the test including engine rpm and horsepower, fuel use, and other essential information that will be useful in designing a pump system. 10. MACHINE WORK Upon request, the Contractor shall provide machine work services. Machine work shall apply to, but not be limited to, the drilling and tapping of broken bolts, customized (1) - 2" coupling at the base of the discharge head, the repairing of damaged locking rings and stators, the replacing of power cords, power cord assemblies and power cord connectors and repairs to impellers, covers, volutes, mounting rails, bearing journals, discharge heads, and pump shafts. 11. DOCUMENTATION All rehabilitations, repairs, and installations shall be supplemented with reports and documentation that provides accurate details about the new installation or repairs (including a pump and motor schematics and pump performance curves). Within ten (10) business days of completing a full rehabilitation, the Contractor shall provide these documents to the City for review, All new pump and motor installations shall come with plaques that maintain up-to-date and accurate information regarding the performance and capacity of the units. Documentation shall include, but is not limited to, the following: a. Pre -Disassembly Testing report for all activities as described. b. Photo documentation of existing condition prior to fulfilling each described criteria of the disassembly test. c. Motor Disassembly report, including photo documentation before and after cleaning. d. Motor Inspection report, including stator core loss testing results. Photo documentation of coils, windings and conductors showing any signs of excessive wear or failure. e. Mechanical fit measurements shall be recorded as specified. Photo documentation shall be submitted for all replaced bearings, grease fittings, plugs, etc. f. Rotor balancing report as specified. g. Insulation report as specified above. Before and after photo documentation of the windings prior to varnishing and baking. h. Final test report as specified. i. Pump Reconditioning report as specified. j. Pump curve and pump/motor schematic. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES All testing, inspections and incidentals related to required reports shall be considered included within the bid items for said testing report and no additional compensation shall be allowed. 12. MINIMUM QUALIFICATIONS a. All electric motor repair shops shall be EASA Accredited and shall provide a copy of the certification upon request by the City. Failure to provide a sub -contractor that is an EASA Accredited Member as a part of the proposal may be grounds for proposal rejection. b. Contractor or Contractor's subcontractor shall be certified as an UL Facility and shall provide a copy of the certification upon request by the City. c. Contractor shall be responsible for obtaining all original equipment manufacturer (OEM) technical documents, drawings and parts when necessary. d. Contractor shall have all engineering, design, metalizing, welding, heat treating, machining, balancing, calibrating and testing capabilities necessary to completely refurbish/rewind electric motors. e. Equipment used for inspecting, calibrating and testing pumps and motors shall be up-to-date and have calibration certificates, less than one year old, traceable to National Institute of Standards and Technology (NIST) standards where applicable. 13. SECURITY REQUIREMENTS Public Works Agency field representative will unlock the Public Works Agency facilities entry gates on the first day of work to allow Contractor access. Contractor shall then supply their own padlock(s) for some entry gates as specified by the Public Works Agency. Contractor's padlock(s) shall lock onto the Public Works Agency's padlock connecting to the chain -link, which enables both the Public Works Agency field representative and Contractor to unlock the entry gates. After completion of work, padlock(s) shall be removed by the Contractor. Contractor and/or subcontractors shall notify the Public Works Agency field representative upon arrival and departure to or from jobsite. 14. PARTS, MATERIALS AND WARRANTIES The Public Works Agency will reimburse the Contractor for the cost of repair parts, materials, and replacement equipment, plus 15 percent markup, provided the Contractor has obtained the City's prior written approval of Contractor's written estimate. All replacement equipment shall be approved by the Public Works Agency prior to the purchasing of the equipment. The Contractor shall provide manufacturer documentation to the Public Works Agency for any replacement equipment. The Contractor shall submit an invoice with attached applicable receipts for a particular job to the Project Manager. The Contractor shall assure that all materials, parts, and workmanship supplied shall be free from original or developed defects. Contractor shall provide a minimum of one year warranty for materials and parts and thirty days on workmanship. Should original or developed defects and/or failures appear within the minimum warranty of one year after work completion, Contractor shall, at its expense, rectify such defects and/or failures and make all replacements and adjustments that are required. Corrective work shall be performed by the Contractor and given the highest priority after Public Works Agency's notification to do so, and shall be completed to the satisfaction of the Project Manager. The Contractor shall proceed diligently to complete said work within the time allotted as approved by the Project Manager. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 15. AS -NEEDED REPAIRS At the direction of Project Manager, the Contractor shall provide a written estimate including labor and parts, materials and equipment needed to perform the As -Needed Repairs. Upon written approval from the Project Manager, the Contractor shall perform the As -Needed Repairs. At its sole and absolute discretion, Public Works Agency reserves the right to accept or reject the quote provided. 16. VALUE ADDED SERVICES The Contractor may propose additional related services that the City has not specifically identified in this RFP to accomplish the stated goals of this RFP. Value added related services will be considered by the City and may or may not be incorporated in the agreement. All parts and materials must be supplied new and factory approved. Additional work/locations may be added during the Contract period. Upon request by the Project Manager, the Contractor shall provide a written quotation for any additional workllocation(s), based on the rates submitted. The Contractor shall be paid for additional work/locations in accordance with the rates submitted. Upon Contract Manager's negotiation and acceptance of the Contractor's written quotation the additional work/location(s) may be added to the Contract by amendment or change order. 17. STORAGE FACILITIES The Public Works Agency will not provide storage facilities for the Contractor. The Public Works Agency will not be liable or responsible for any damage, by whatever means, or for theft of materials or equipment on the jobsite. 18. CLEANING AND RESTORATION OF SITES The Contractor shall visually inspect the site during and after work is performed for liquid spills, oil and grease deposits, hard water strains, debris, trash, refuse, etc. Upon request, the Contractor shall provide professional cleaning services to remove persistent deposits such as oil and grease stains by means of pressure washing and chemical cleaning with detergents, caustic sodas, etc. that are eco-friendly. The sites shall be cleaned and restored to previous if not better condition after any well rehabilitation work performed that requires dismantling, installing or fabricating. The Contractor shall be responsible for the following: Liquid and oil deposits The Contractor is responsible during the duration of the job to contain and clean up any types of spills or leaks. This pertains to equipment, vehicles, tools, etc. Spill containment and or absorbent ground tarp is required for equipment stored on site over long periods of time. All containers of fuel, solvents and or chemicals shall be stored on spill containment berms or secondary containment. 2. Materials The Contractor is responsible for the removal of all used materials through the duration and completion of the job, and all debris derived from these services shall be removed from City property, Disposal shall be at the Contractor's expense and that includes but is not limited to debris, trash, refuse, etc. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 3. Restrooms When applicable, the Contractor shall furnish their own restroom facilities and are responsible for said facilities onsite. 4. Storm Water Pollution Prevention (SWPP) The Contractor shall not allow any debris from its operations under this Contract to be deposited in the storm drains and/or gutters in violation of the City's NPDES permit. 5. Site Maintenance The Contractor shall maintain the site and keep the premises free from accumulation of waste material and the Contractor shall remove all rubbish, implements, surplus material, and temporary facilities generated by the work. 6. Cleanup The Contractor is responsible for leaving the work area free of all debris generated by this work at the end of each workday and for final cleanup when the job is completed. The City shall perform inspections of the site prior to the work being performed and identify the conditions of concerns if any remain during and after the work is completed, 19. SPECIAL SAFETY REQUIREMENTS All Contractor's operators shall to observe all applicable State of California Occupational Safety and Health Administration (Cal/OSHA) and Public Works' safety requirements while at Public Works job sites. 20. ADDITIONAL RESPONSIBILITIES OF THE CONTRACTOR Contractor and or Contractor's subcontractors must possess and maintain the following active and valid licenses as applicable to individual subcontractor: 1. State of California Water Well Drilling Contractor's C-57 License or Contractor's "A" License. 2. State of California Limited Specialty Contractor's C-61, subcategory Machinery and Pump Contractor's D-21 License. 3. Have a minimum of five years of experience performing groundwater wells and pump pulling services. If a Subcontractor is used, Subcontractor must also have a minimum of five years of experience performing services as stated above. Also, the Contractor's project manager(s), and Subcontractor's project manager(s), if any, must have a minimum of five years of experience performing groundwater wells, pump pulling services, video inspections and/or motor repairs. In addition, the Contractor's project manager(s) and Subcontractor's project manager(s), if any, must have the following certifications: • State of California Division of Occupational Safety and Health Administration Hazardous Waste Operations Emergency Response (HAZWOPER) Certification • National Ground Water Association (NGWA) Certification - Pump Installation Electrical Apparatus Service Association (EASA) Accredited Member Status Provide all labor, equipment, materials, tools, and supervision required to perform as -needed pump pulling EXHIBIT B CITY OF SANTA ANA PUBLIC WORKS AGENCY WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVIC RFP NO.: 21-059 L7- PROPOSAL BY: RICKY TRUJILLO LAYNE CHRISTENSEN COMPANY 1717 W Park Ave. Redlands, CA 92373 Ph: 909-390-2833 Fax:909-390-5540 WWW.LAYNE.COM I a ne.� A GRAnITE' COMPANY TABLE OF CONTENTS Section 01 CoverLetter........................................................................................................................1 02 mSection Agreement Statement & Scope of Services.............................................................................2 03 mSection General Company Information...................................................................................................3 04 mSection KeyPersonnel and Resumes....................................................................................................8 05 mSection Relevant Project Experience and References..........................................................................11 06 mSection Licenses and Insurance............................................................................................................15 07 mSection Certifications..........................................................................................................................18 08 mSection PumpInformation....................................................................................................................23 09 mSection PrevailingWage Rates.........................................................................................................24 Section 10 FeeProposal.............................................................................................................................26 COVER LETTER Name of Bidder: Layne Christensen Company Entity: Corporation Business Address: 1717 W Park Avenue Redlands CA 92373 Phone : 909 390-2833 Website: www.layne.com FTI: 48-0920712 DIR: 1000004273 CSLB: 510011 Class: A C57 C61/1)09 C10 C61/1)21 Ricky Trujillo, Account Manager Contact: Cell: 909 957-7782 Fax: 909 390-5540 Email: ricky.trujillo@gcinc.com Address: 1717 W Park Ave., Redlands CA 92373 Todd Howard, General Manager 2o-L Date WATER RESOURCES 1717 West Park Avenue, Redlands, CA 92373 1 Office: 909.390.2833 1 Fax: 909.390.6097 1 layne.com Layne . A GRAMS COMPANY 1 CLaf`' A GR UTM COMPANY City of Santa Ana On -Call Well & Pump Maintenance Services Layne Christensen Company is pleased to submit our proposal for the above referenced project. Upon review of our capabilities, project approach and references, we believe you will choose Layne as your preferred partner on this project. Layne understands the contract service provider may be needed to respond to both standard scheduled maintenance emergency and non -emergency types of request and is fully prepared to satisfy these types of request. Layne has a long history of outstanding work performed and response times with other government entities and water departments through contract service agreements having similar requirements and scope. This is accomplished in part by our ability to allocate resources in a quick and efficient manner. Layne has 12 fully equipped pump rigs and cranes that are located at our Redlands Facility, located less than 50 miles from the City. Our Redlands facility also houses a fully functional machine shop that helps with quick turnaround, repairs of well and booster pumps. Layne also has locations in Santa Paula and Hanford working in nearby location which can be re -located to other jobsites if productivity and schedule permits. Layne is fully confident and able to respond to the needs with prompt and speedy services. Because of the various Layne locations throughout the United States, we have national agreements with vendors that allows us to purchase pump materials at discounted price. This allows us to pass on these savings to our partners. The project will be executed by Layne's Water Resource Division located in Redlands, CA. This group provided a full suite of water related products and services. The project references and experienced detailed in the following pages will show that we are dedicated to completing and all projects in safe, timely, efficient fashion. You will have the full resources of Layne's Water Resource Division committed to the successful outcome of all projects If you have any questions regarding our submittal or require additional information, please do not hesitate to contract Ricky Trujillo, Account Manager at 909.390.2833/ Mobile 909.957.7782 or ricky.trujillo(?,gcinc.com. We look forward to being deemed qualified and responsible bidder and welcome the opportunity to meet with you and your team to discuss any questions in regards to this project 2 SECTION 03: GENERAL COMPANY INFORMATION AND EXPERIENCE ABOUT LAYNE Established in 1882, Layne offers a rich history of delivering safe, professional, and reliable water solutions throughout North America. Layne began as a domestic water -well drilling company in South Dakota. From those humble roots Layne has evolved into a national water and minerals solutions provider serving both public and private sectors. In June 2018, Layne became a wholly owned subsidiary of Granite Construction, Inc. Layne is headquartered in the Woodlands, Texas and has 24 offices from upstate New York to Southern California. From water -well drilling to related infrastructure services, Layne is an expert at providing solutions to their clients for their water needs, with an enduring commitment to safety. Our specialties include water -well drilling, specialized drilling techniques, pump design and service, well rehabilitation, and water treatment. Layne offers comprehensive solutions for government agencies, commercial and municipal water suppliers, industrial, and agricultural clients. Layne teams identify and develop new water sources and deliver potable water to communities and facilities throughout North America. Water users look to Layne when they are seeking a trusted partner that will consistently deliver projects safely, on time, on budget, and as promised. Layne's full circle of water solutions provide clients a single point of accountability for even the most complex projects. With 138 years of experience, Layne has earned a reputation for minimizing risk while maximizing peace of mind through operational excellence and client satisfaction. The water resources division is the national leader in water wells. Layne has drilled nearly 1,000 wells in the past 5 years alone, with a combined pumping capacity of 1 billion gallons per day. In Layne's 130+ year history, we have successfully completed more than 50,000 water wells. As a trusted partner, our team provides capabilities to optimize our customers assets. Our team is largely comprised of veteran employees providing exceptional service that renders success to each client by increasing production, improving efficiency, and reducing cost. Layne is uniquely qualified to safely complete the work under this contact per the required specifications and expectations for the City of Santa Ana. Layne is a licensed well driller in the State of California. Our license number is 510011. �i�ne CITY OF SANTA ANA 3 RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES CORPORATE RESOU Granite Construction Incorporated offers a national workforce of 7,200 and a combined revenue of $3.4 billion annually. As an industry leader in the transportation, water resources and mineral exploration markets throughout North America, Granite provides infrastructure solutions for construction, program management, alternative procurement, and is a vertically integrated contractor with aggregate materials reserves throughout the U.S. RECENT ACCOLADES: • 2019, Named to World's Most Ethical Companies List for ten consecutive years • 2018, Forbes Magazine, one of America's Best Mid -Size Employers • 2018, Engineering News Record (ENR) Magazine Top 400 Contractors List - Ranked #24 • 2018, ENR Sourcebook, #1 Highways, #5 Mining, #6 Solar, #7 Bridges, #10 Dams/Reservoirs, #16 Airports, #17 Mass Transit/ Rail, #21 Power SAFETY BY CHOICE The protection of our employees, the public and the environment is at the core of everything we do. Safety is more than a business commitment —it's our moral obligation. MARKETS Granite specializes in complex infrastructure projects for transportation, industrial and specialty markets. SERVICES General Contracting, Construction Management, Design - Build, CMAR, CM/GC, Pavement Preservation, Disaster & Emergency Response, and Construction Materials Testing. NATIONAL WORKFORCE 7,200 employees HEADQUARTERS Established in 1922, Corporate Headquarters located on 585 West Beach St., Watsonville, CA 95076. Phone (831)724-1011 STOCK MARKET/TRADING SYMBOL New York Stock Exchange (NYSE: GVA) and is part of the S&P MidCap 400 Index, the MSCI KLD 400 Social Index and the Russell 2000 Index. OFFICE LOCATIONS Granite and its subsidiaries operate over 75 office locations throughout the United States, Canada, Mexico, and South America. EQUIPMENT FLEET Granite's equipment fleet exceeds $650 Million and includes more than 1,500 pieces of heavy equipment and 3,500 trucks, trailers, and vehicles. CONSTRUCTION MATERIALS Granite operates 50 aggregate facilities throughout the west, producing specialty aggregates, sand/gravel, and asphalt concrete. ANNUAL REVENUE & BONDING CAPACITY $3.4 billion annual revenue $5 billion aggregate bonding capacity LAYNE CORPORATE COMMITMENT TO THE CITY OF SANTA ANA. Layne's senior management teams support the effort to secure and complete this project work. Senior management has provided its support in committing company -wide resources to successfully complete this project. . Layne GRAnITE ►rIa TT W J „a inkner WW iA__r" ite Force LineirGARCO e Affiliates CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 4 KEY PERSONNEL FOR PROJECT EXECUTION Layne's key personnel for the completion of this project have been attached in Section 4. 0 RELATED PROJECT �— EXPERIENCE Our project experience has been detailed and attached in Section 5. Having successfully completed other similar projects, Layne is confident that we have the proper resources available to complete this project on time. The foundation of Layne's project execution is open, honest, and daily communication. Our Operator, Project Manager, and Operations Manager communicate daily. Layne's field crews are provided with a detailed job letter that explains the entire scope of work, completion schedule, major material items deliveries, and the use of subcontractors required to successfully carry out the timely completion of our work. Our operator will communicate daily with your field representative the status of the work and discuss critical path items that will need coordination between our two companies. Our project manager and field operations manager will communicate with your office project manager frequently to ensure project objectives are being completed as specified. Our pre -mobilization activities will consist of the following: - Project scheduling and material ordering will commence once the written contract for the project is executed. - Utility locates will be initiated as required. - Obtain any required work permits. - Ensure field crews have proper training - Ensure all field equipment has been inspected and readied for field work - Project submittals will be provided as required. Provide SIDS for all chemical products brought onto the site. - Layne will develop the field performance plan, site - specific health and safety plan, quality assurance/quality control plan and activity hazard analysis. - A pre -mobilization conference will be completed in advance of mobilization to confirm and verify project completion parameters. - Following the pre -mobilization conference, Layne will mobilize our equipment, tooling, personnel, and materials to the job site. - Once fieldwork begins, Layne will perform the following items: - Daily equipment inspections - Daily tailgate safety meetings before the beginning of each work shift - Daily communication with the on -site field representative - Daily "look ahead" of upcoming work and complete pre- planning objectives There will be occasions when our plans and procedures will have to be modified to meet unanticipated conditions, weather conditions, or other unforeseen external factors. These changes will be documented and discussed with your firm as required. ASAFETY Layne considers safety as our number one priority on this project. Layne safety performance standards meet and often exceed compliance with federal, state, and local laws and regulations. As a result of this culture, Layne's safety record has outpaced industry averages because we know that safer employees, contractors, and work environments result in more effective operations. Layne believes that all accidents are preventable, so we continue to work towards the goal of 100% safe working hours. Layne 's employee commitment to HSE is as stated below: - I will take ownership of safety for myself and those around me. - I will respect the communities I work in and always be a role model for safe behavior. - I will assess the risks involved in every task before I begin. - I will properly inspect, maintain, and operate all vehicles, tools, and equipment. - I will exercise STOP WORK where I perceive a situation to be unsafe or otherwise have concerns about safety. At Layne, we have the following expectations of each other: We expect that every employee is committed to ZERO incident operations and performing work safely or not at all. We expect that employees will follow and hold your co- workers accountable for following all of our safety policies and wearing/using all of the required PPE. CITY OF SANTA ANA 5 Layne RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES - We expect that employees will report all incidents (injury, illness, property damage, environmental or vehicle) so that we can ensure that we do a thorough incident investigation and prevent reoccurrence. - We expect that employees will not text and drive and use a hands -free device when talking on a cell phone. - We expect that employees will do a JSA before each task (at a minimum once per shift for each task) - We expect that employees will operate and maintain all vehicles, tools, and equipment as if it were your own - We expect that if an employee see something that does not look or feel right, they will say something. To carry out a safe work environment, Layne will implement the following improvement cycle: 1) Plan: Plan the work so that all crew members are protected and know what needs to be done. - Participate and follow the daily Take 5 plan - Be active in protecting oneself, others, the public and the environment - Participate in safety processes - Stop and ask for guidance if you do not understand or have any doubts about a how to do something - Set a plan in motion and stick to the plan - Follow safe work practices - Don't deviate from your supervisors Take 5 without approval and a new plan - Assess hazards continuously throughout the shift - Maintain good housekeeping and organization - Request training or guidance - Report Near Misses - Set a good example 2) Check: Make sure the plan is the right plan - Conduct observations and planned inspections - Speak up when an unsafe act or condition is noticed - Don't walk by something that is wrong - Evaluate the tasks recorded in the Take 5 and note any confusion or additional direction needed - Ask for feedback from the crew 3) Adjust: Use the information you get from checking. Continue the same path or adjust the plan. - Employees notify your supervisor of unsafe work conditions that exist OR that you THINK might exist so the plan can be adjusted. - Supervisors use your observations and inspections to improve the plan. If required, Layne's HSE department can deliver in-house safety training to any team member requiring it that covers all phases of the health and safety field and it is compliant with the most up-to-date OSHA, MSHA, and DOT regulations. On the job site, all Layne field employees will possess the necessary personal protective equipment and detailed, site -specific safety information that covers issues including confined space entry, environmental health and safety plans, and on -site monitoring. Every Layne field employee has Stop Work Authority because every employee is responsible for safety. Layne has a comprehensive, industry -leading health and safety program, which can be viewed at www.graniteconstruction.com/company/safety-choice. All Layne field employees have access to this data in the development and implementation of site -specific health and safety plans. Our safety program is composed of, but not limited to, the following: - Supervisor's Accident Prevention Manual - Safety Practices Manual - Hazard Communication Manual - Fleet Manual - Emergency Response Plans - Site Specific Health and Safety Plan Auditing Forms - Procedures Mentoring Program All Layne field employees tasked with project execution have OSHA construction site training (forklifts, backhoes, manlifts, and cranes). Most of the Layne field employees have Red Cross First Aid and CPR training. As required, training compliance documentation can be provided prior to project mobilization. Our standard personal protective equipment for each field employee is as follows: hard hats per ANSI Z89.1-1997, safety glasses with side protection per ANSI Z87.1-1989, steel toed boots per ASTM F2413-11, high visibility vest or shirt per ANSI/ISEA 107-2010, hearing protection and appropriate work gloves. While working in a high dust environment, employees are required to wear dust masks. All company vehicles come equipped with a working -Class A/B/C fire extinguisher, first aid kits, and have current proof of insurance and vehicle registration. Layne is committed to working diligently and safely on this project. A site -specific health and safety plan will be prepared and administered while on site. Layne will practice a behavioral -based safety program that utilizes a hazard identification risk assessment. Each work shift will begin with a tailgate safety meeting. The crew will review the expected field operations each day and determine what the potential risks are in performing that work. The crew will then review and implement safe work practices to eliminate and/or reduce the risk of a safety incident. All our crews are expected to work in the "green" (safe) zone and to not take any risks with respect to performing their work. All field employees and site visitors can stop work if they feel there is a safety risk associated with performing the work. CITY OF SANTA ANA Layne RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 6 O QUALITY CONTROL Layne utilizes a large number of reporting measures to ensure quality assurance and quality control for our drilling and test pumping operations. These reports would be utilized throughout the project. A typical summary of the items covered in our program would include the following: Non -DOT and DOT travel, rig up operations, review of well design, daily shift reports, daily safety inspections, tailgate meetings per working shift, drilling operations (mud properties, deviation survey, pipe tally, etc.), material inspections prior to installation, well installation (mud thinning operations, casing/screen/tremie tally, annular material installation (actual vs theoretical), etc.), well development (methodology/time spent per foot of screen, material recovered, water quality parameters and test pumping (water quality, sand content, etc.). Copies of our reporting measures are provided to the Owner. Project specifications are reviewed prior to field work and any project specific items that are not covered in our normal QA/QC program are added to meet the needs of the project. NOISE REDUCTION !100 Layne has the ability to self -perform the installation of sound walls or subcontract this service out. A larger number of our drilling operations are completed in urban areas where sound minimization is required. In addition to installing sound walls, Layne uses whisper quiet generators and sound mitigating mufflers on other equipment. CITY OF SANTA ANA Layne RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 7 LAYNE CHRISTENSEN CO. 1717 W PARK AVE. REDLANDS CA 92373 PH: (909) 390-2833 FX: (909) 390-5540 RICKY TRUJILLO ACCOUNT MANAGER REDLANDS, CA OFFICE c, 1- JM W i �. TEAM STRUCTURE PROJECT ORGANIZATION CHART — LAYNE CHRISTENSEN TODD HOWARD GENERAL MANAGER REDLANDS, CA OFFICE La ne y A GRAn[TE coraPnP.- MARK HOWARD BUSINESS DEVELOPMENT MANAGER REDLANDS, CA OFFICE GARY GRACE PROJECT MANAGER REDLANDS, CA OFFICE RIGOBERTO PEREIDA R & I SUPERVISOR REDLANDS, CA OFFICE RON WEBER FIELD SUPERVISOR REDLANDS, CA OFFICE n Layne A GRAIIITE COMPANY Key Personnel TODD HOWARD, GENERAL MANAGER Mr. Howard has been in the water well industry since 1983, specializing in water well rehabilitation, pump engineering and application. Mr. Howard manages the Western Regions Operations for pump repair, well rehabilitation, electrical and construction services. He is also the current Chair of Layne's National Rehabilitation Committee. Mr. Howard developed and implemented the Roto Scrub well rehabilitation technology as well as Layne's proprietary NSF certified well chemistry in use today throughout the Western United States MARK HOWARD, BUSINESS DEVELOPMENT MANAGER Mr. Howard has been in the water well industry since 1978, specializing in water well rehabilitation, pump engineering, and application. Mr. Howard manages the Western Region in Business Development and oversees the Account Management team. RICKY TRUJILLO, ACCOUNT MANAGER Mr. Trujillo has 21 years of experience in all aspects of water supply services. He specializes in municipal and industrial water supply design, construction services, well rehabilitation, pump repair and troubleshooting, as well as investigative and remedial services. Mr. Trujillo manages projects through completion, to ensure timely and successful delivery of every project, with monthly/quarterly reports as may be required for each project. GARY GRACE, PROJECT MANAGER Mr. Grace has in-depth knowledge and experience in the following operations: Deep Well Pumps and Booster, Water Well Rehabilitation, Well Destruction, and Pump Installation. Mr. Grace currently estimates costs of projects, quotes and bids jobs as well as manages ongoing projects. Communicates job expectations and manages sub -contractors performance, stays within budget by monitoring expenditures, identifying variances and calculating required resources. Ensured all local regulations were met and codes enforced, avoiding fines and delays. He uses his field experience and applies it to his daily tasks as a project manager. Mr. Grace is able foresee some potential issues from on the job experiences and adjust his quotes and estimates to assure the field crew has the budget and the equipment to get the job done safely and efficiently. He was a pump rig operator for 10 years on Smeal, Taylor, Simco and Old General "A" frame rigs. RIGOBERTO PEREIDA, R & I SUPERVISOR Mr. Pereida has in-depth knowledge and experience in the following operations: Deep Well Pumps and Booster, Water Well Rehabilitation, Well Destruction, and Pump Installation. He has successfully completed rehabilitations and aqua freed process system. Mr. Pereida has supervised major projects by selecting, assigning, and scheduling employees. Communicated job expectations and managed sub -contractors performance, stayed within budget by monitoring expenditures, identifying variances and calculating required resources. Ensured all local regulations were met and codes enforced, avoiding fines and delays. He is a certified crane operator on swing cab and fixed cab cranes large and small. He holds a Class A with endorsements for hazmat, tanker, doubles and triples. Pump rig operator for 13 years on Smeal, Tayler, Simco and Old General "A" frame rigs and cranes. WATER RESOURCES 1717 West Park Avenue, Redlands, CA 92373 1 Office: 909.390.2833 1 Fax: 909.390.6097 1 layne.com RONALD WEBER, FIELD SUPERVISOR Mr. Weber has been in the Water Industry since 1979. He is knowledgeable of turbine, submersible and booster pump installation. As well as mud rotary, reverse and auger rig drilling. He will determine the safe production rate of each water well; and take accurate measurements of flow, pumping level, specific capacity and sand production. Knowledgeable in the use and safe handling of C112, Muriatic Acid, sodium Thiosulfate, Soda Ash and Caustic Soda. Areas of specialized competence are water well development; pump efficiency testing, injection and production well rehabilitation, water pump installation, and water well drilling. MAX PALMER, AREA AND ELECTRICAL MANAGER Mr. Palmer is responsible for schedules, assigning work and training employees. He also ensures the proper maintenance of equipment, compliance with electrical codes and adherence to safety regulations. Mr. Palmer will assist with electrical system installation, troubleshooting and repair as needed. Designing electrical systems and circuits, as well as contributing to improved designs 10 'Ly ne' _ A GRAnITE COMPANY Relevant Project Experience / Client References City of Riverside-3750 University Ave, Riverside CA Well Rehabilitation Project 2019-2020-Pump Removal, Video Log, Wire Brush and Bail, Chemical Injection, Dual Swab Airlift, Furnish Install & Remove Test Pump, Pump Development Repair and Install New Turbine Pumps. Contract Value $550,000.00 Contact Information: Eric Escobar, PE Public Utilities, Water Engineering Main (951) 826-5482 Direct (951) 826-5821 Cell (951) 288-7139 Email EEscobargriversideca.gov Eastern Municipal Water District- 2270 Trumble Rd, Perris CA 92572 Ongoing Well Maintenance And Repair Services- Pump Removal, Video Log, Wire Brush and Bail, Chemical Injection, Dual Swab Airlift, Furnish Install & Remove Test Pump, Pump Development, Engineer Repair and Install New Turbine Pumps Contract Value $300,000-$600,000 / Year Contact Information: Dave Brown Mechanical Service Manager Main (951) 928-3777 ext.6269 Cell (951) 300-7162 Email browne(a),emwd.org Los Angeles Department of Water & Power-111 N. Hope St, Los Angeles CA 90012 Ongoing Well Maintenance And Repair Services- Pump Removal, Video Log, Wire Brush and Bail, Chemical Injection, Dual Swab Airlift, Furnish Install & Remove Test Pump, Pump Development, Installation of New and Repaired Submersible pumps Contract Value $900,000 / Year Contact Information: Ralph Herrera, PE Water Operation Division Main (213) 367-8614 Email Rafael.herreragladwp.com WATER RESOURCES 1717 West Park Avenue, Redlands, CA 92373 1 Office: 909.390.2833 1 Fax: 909.390.6097 1 layne.com 11 Layne A CMU MiE COMPANY City of Beverly Hills-345 Foothill Road, Beverly Hills CA 90210 Ongoing Well Maintenance And Repair Services- Pump Removal, Video Log, Wire Brush and Bail, Chemical Injection, Dual Swab Airlift, Furnish Install & Remove Test Pump, Pump Development, Engineer Repair and Install New Turbine Pumps, Booster Pump Removal, Repair & Installation Contract Value $200,0004600,000 / year Contact Information: John Moreno Water System Supervisor Main (310) 288-2802 Cell (805) 340-0684 Email jmoreno(a�beverlyhills.org Los Angeles County Department of Public Works- 900 S Fremont Ave, Alhambra CA 91803 West Coast Basin Sea Water Barrier Injection Well Redevelopment Services. Injection Pipe Removal Video Survey, Well Redevelopment, Repair & Installation of Injection Piping Contract Value $ 950,000 / Year Contact Information: Adam Lee Storm Water Engineering Division Ass. Civil Engineer Main (626) 458-6185 Email awleekdpw.lacountygov San Bernardino County - Special Districts Dept Maintenance Contract 16-370- Well & Pump Maintenance Contract Value $ 1,500,000 Completion Date: June 30, 2019 Contact Information: Rich Allen Main (760) 962-1508 Email rallen(a-sdd.sbcounty.gov WATER RESOURCES 1717 West Park Avenue, Redlands, CA 92373 1 Office: 909.390.2833 1 Fax: 909.390.6097 1 layne.com 12 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES APPENDIX ATTACHMENT 3: PROPOSER'S REFERENCES List and describe fully the contracts performed by your firm which demonstrate your ability to provide the supplies, equipment or services included in the scope of the proposal specifications. Attach additional pages if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Customer Name: City of Riverside Address: 3750 University Ave Contact Individual: Eric Escobar Phone Number: (951) 288-7139 Riverside CA Facsimile Number: Contract Amount: $550,000.00 Year: 2020 Description of supplies, equipment, or services provided: Pump Removal, Video Log, Wire Brush and Bail, Chemical Injection, Dual Swab Airlift, Furnish Install & Remove Test Pump Pump Development Repair and Install New Turbine Pumps. Reference Customer Name: City of Beverly Hills Address: 345 Foothill Road Beverly Hills CA 90210 Contract Amount: $200,000-$600,000 / year Contact Individual: John Moreno Phone Number: (310) 288-2802 Facsimile Number: Year: Ongoing Description of supplies, equipment, or services provided: Ongoing Well Maintenance And Repair Services- Pump Removal, Video Log, Wire Brush and Bail, Chemical Inmection,Dual Swab Airlift Furnish Install & Remove Test Pump, Pump Development, Engineer Repair and Install New Turbine Pumps, Booster Pump Removal, Repair & Installation Reference Customer Name: City of San Jacinto Address: 166 East Main Street Suite 2 Contact Individual: Art Mullen Phone Number: (951) 487-7381 San Jacinto, CA 92583 Facsimile Number: Contract Amount: $ 255,000 Year: 2020 Description of supplies, equipment, or services provided: Bath Well- Pump removal, Well rehabilitation, Well development, Furnish & Install 700' Vertical Turbine Pump Equipment 13 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Reference Customer Name: City of Victorville Address: 14343 Civic Drive Victorville, CA 92392 Contract Amount: $197,000 Contact Individual: Arnold Villareal Phone Number: (760) 955-2993 Facsimile Number: (760) 269-0088 Year 2018 Description of supplies, equipment, or services provided: Well 136 Full Rehab & Test Pump - Pump equipment was removed due to lost in production. The well was video logged, wire brushed, roto scrubbed, injection of Innova solution, dual swabbed airlifted, and test pumped. Removal and installation of 382' of 8" x 2.5"x 1.5" Oil lubricated DumD assembiv. 1500 gpm @ 500 TDH with a pump setting of 460'. 1000 HP test end THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. 14 Licenses & Insurance La ne� �y A CsRAIIITE COMPANY Home U CONTRACTORS STATE LICENSE BOARD 0. OContractor's License Detail for License # 510011 DISCLAIMER: Alicense status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. o CSLBmmplaintdisclosumisresvictedbylaw (IMP 7124.G)If topublic mmplaintdisclnsur4dirkonlink OsatwiIIappearheIowfor more inform ation. Click here for a def nation aidisdo sable actions, e onLyconstrurtlors related civil judgments reported to CSLB are disclosed (B&P 701,17). Arbitrations ara not Ii-;UA unless the rontractor Falls to camplywith the terms_ Du a to workload, there may be relevant in Farm atlon that has rintye t bean erite red into the board's Ilrense database data Current as of 5/21/20214:19:26 PM Business Information LAYNE CHRISTENSEN COMPANY 1717 WEST PARK AV EN UE RED LANDS, CA 92673 Business Phone Number:(909) 390.2833 Entity Corporation FssueDate 05jU4j1987 Expire Date 05131J2023 This license is current and active. Registrations Page 1 of 2 State of California k Department of Industrial Relations (https-I , r. 1r ca govl) Irki-I Contractor Information Legal Entity Name Corporation Active 1000004273 07/01/20 06/30/23 1717 W PARK AVE REDLANDS 92373 CA United States of America 1717 W PARK AVE REDLANDS 92373 CA United States of America moniq ue.lewinski@gcinc.com LAYNE CHRISTENSEN COMPANY License Number (s) CSL6:510011 CSLB:510011 Legal Entity Information Corporation Entity Number: Federal Employment Identification Number: President Name: Vice President Name: Treasurer Name: Secretary Name: CEO Name: Agency for Service: Agent of Service Name: Agent of Service Mailing Address: Worker's Compensation LAYNE CHRISTENSEN COMPANY 247-53949 480920712 Robert C. VanGorder Kent M. Wartick Kenneth B. Olson Aaron Storm Back to DIR» (https://www.dir.ca.gov/) CT CORPORATION SYSTEM 818 WEST 7TH STREET LOS ANGELES 90017 CA United States of America Do you lease employees through Professional Employer Organization (PEO)?: No Please provide your current worker's compensation insurance information below: PEO PEO PEO PEO InformationName Phone Email Insured by Carrier Policy Holder Name: LAYNE CHRISTENSEN CO Insurance Carrier: Valley Forge Ins Co Policy Number: WC 274978630 Inception date: 10/01/20 Expiration Date: 10/01/21 About DIR Who we are (https://www.dir.ca.gov/aboutdir.htmi) DIR Divisions, Boards & Commissions (https://www.dir.ca.gov/divisions_and_programs.html) Contact DIR (https://www.dir.ca.gov/Contactus.html) Work with Us Jobs at DIR (https://www.dir.ca.gov/didobs/dirjobs.htm) Licensing, registrations, certifications & permits (https://www.dir.ca.gov/permits-licenses-certifications.htmi) Required Notifications (https://www.dir.ca.gov/dosh/Required-Notifications.htmi) Public Records Requests (https://www.dir.ca.gov/pra_request.html) Learn More Acceso al idioma (http://www.dir.ca.gov//Bilingual-Services-Act/default.htmi) Frequently Asked Questions (https://www.dir.ca.gov/faqslist.html) https:Hcadir. secure.force.com/ContractorSearchlregistrationSearchDetails?id=a 1 Rt00000... 10/28/2020 A`ORV CERTIFICATE OF LIABILITY INSURANCE 09/24/20"20 Y' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER LIC #OC36861 1-415-403-1491 CONTACT Kimberly Leikam NAME: Y Alliant Insurance Services, Inc. PHONE AIC No 415-403-1491 FAX 415-874-4818 104 Pine Street, llth Floor E-MAIL kleikam@alliant.com ADDRESS: INSURER(SJ AFFORDING COVERAGE _ NAIC# INSURER A: VALLEY FORGE INS CO 20508 San Francisco, CA 94111 INSURED INSURERS: CONTINENTAL CAS CO 20443 Layne Christensen Company rNSURER CTRANSPORTATION INS CD 20494 INSURERD: 585 West Beach Street INSURER E INSURERf: Watsonville, CA 95076 r!nVFRAnFS CFRTIFICOTF NLIMRFR- 60314837 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR OF INSURANCE ADDTYPE INSD WVDSUBR POLICY NUMBER MMIDOrryYrr ICY EXP MWDDlYYYY LIMITS A X COMMERCIALGENERALLIABILITY GL2074978689 10/01/20 10/01/23 EACH OCCURRENCE $ 2,000,000 CLAIMS -MADE FX] OCCUR DAMAGE TO RENTED PREMISES fEa occurrenceoccurrencel $ 2,000,000 MED EXP (Any one person) $ Nil PERSONAL BADVINJURY $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10,000,000 POLICY - PRO LOC JECT PRODUCTS -COMPIDPAGG $ 2,000,000 $ OTHER: A AUTOMOBILE LIABILITY BUA2 07 4 97 8 6 9 2 10/01/20 10/01/23 COMBINED SINGLE LIMIT Ea accident $ 2,000,000 BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULEDAUTOS ONLY AUTOSBODILY Ix INJURY (Par accident) $ PROPERTY DAMAGE Per acciZI $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY B X UMBRELLALIAB X OCCUR CUE2068209453 10/01/20 10/01/21 EACH OCCURRENCE $ 8,000,000 AGGREGATE $ 8,000,000 X EXCESS LIAB CLAIMS -MADE DrD I I RETENTION$ $ A A C WORKERSCOMPENSATEON AND EMPLOYERS' LIABILITY ANYPROPRIETORIPARTNER/EXECUTIVE YIN OFFICERIMEMBEREXCLUDED? {Mandatory in NH) NIA WC274978630 (CA) WC274978644 (AOS/StopGap WC274978658 (NY) 10/01/20 10/01/20 10/01/20 10/01/21 10/01/21 10/Ol/21 X STATUTE EERH E.L.EACHACCIDENT $ 2,000,000 E.L.DISEASE-EAEMPLOYEE $ 2,000,000 C e under DESCRIPTION OF OPERATIONS below IPTIONOFO DESCIf yes,RIPTION WC274978661 (MT,WI,HI) 10/01/20 /E.L. 10/01/21 DISEASE -POLICY LIMIT $ 2,000,000 DESCRIPTION OF OPERATIONS) LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached it more space is required) EVIDENCE OF INSURANCE FOR BIDDING, PRE -QUALIFICATION AND COMPLIANCE PURPOSES CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOR INFORMATION ONLY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 585 West Beach Street I AUTHORIZED REPRESENTATIVE sonville, CA 95076 USA (/ ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD kaleikam 17 60314837 IFNI CITY OF SANTA ANA , RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation, that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. BIDDERS are cautioned that making a false certification may subject the certifier to criminal prosecution. Signe State of California County of Todd A. Howard, General Manager Subscribed and sworn to (or affirmed) before me on this day of , 20_, by , proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me See Attached Jurat Notary Public Signature Notary Public Seal Page t of t 18 CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 ® See Attached Document (Notary to cross out lines 1-6 below) 5-See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) Signature of Document Signer No. I Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Bernardino HERMINEA Gii_BON q COMM, # 222 W4 F, NOTARY PUBLIC - CALIFORNIA o SAN BERNARDINO COUNTY k,0 N f Comm. Expires Wx 11, 2021 Seal Place Notary Seal Above Subscribed and sworn to (or affirmed) before me on this 26th day of May 20 21 by Date Month Year (1) Todd A. Howard (and (2) NIA ), Namefa)' of Signerfgy proved to me on the basis of satisfactory evidence to be the person who appeared before me. Signature YVWY�I Signature of Notary Public Herminia Gilbon, Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Non -Collusion Affidavit Number of Pages: 2 Signer(s) Other Than Named Above: Document Date: No Date None 02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5910 19 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON -LOBBYING CERTIFICATION The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Memberof Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Farm-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions, This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. Signed: Title: Firm: Date: Todd A. Howard, General Mana Layne Christensen Company 5/26/2021 Page I of I 20 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON-DISCRIMINATION CERTIFICATION The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. Page I of 2 21 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a subconsultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States, S. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, no discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties, imposed for a violation of the Chapter. Sign Title: Todd A. Howard, General Mana Firm: Layne Christensen Company Date: 5/26/2021 P,-t,e2of2 22 ILD a xylem brand Product Name: Product Id: 9 a 1 t5 u5 aye aaa Z44 VIT - Short Set Lineshaft Turbine Pumps GWT_VIT 29 ax 47 Performance Curve III auu tM 71W 14Sw DPW 24UU ;kbw J;M Nm USgpm Curve & hydraulic data presented is nominal performance based on ANSI/HI 14.6 acceptance grade 1B. Design values are guaranteed within the following tolerances: Flow ± 5%, Head ± 3%, and optionally either Power + 4% or Efficiency - 3% at manufacturer's discretion. Series GWT_VIT Max Power on Design Curve 242.00 Hp Size 14RHHC Max Power on Max Imp Trim 289.00 Hp Additional Size - Guaranteed Max Power on Design Curve 251.68 Hp Speed 1,770 RPM Guaranteed Max Power on Max Imp Trim 300.56 Hp Number of Stages 4 Flow at BEP 2,594 USgpm Frequency 60 Hz Head at BEP 304 ft Impeller Trim 9.3125 in NPSH Required 29.2 ft Additional Impeller - Specified NPSH Avail. 33.17 ft Impeller Maximum Trim 9.88 in Specified NPSH Avail. Margin 1.1 Specified Flow 2,800 USgpm Min Flow 648 USgpm Specified Head 280 ft Flow on Max Imp Trim @ Max Power 3,200 USgpm Flow at Design 2,800 USgpm Shut Off Head 425 ft Head at Design 283 ft Shut Off Power 135 Hp Run Out Flow 3,662 USgpm Shut Off Disc Pressure 184 psi Run Out Head 170 ft Fluid Type Water Run Out Power 235 Hp Water Temperature 68 °F Run Out Efficiency 66.8 % Allowable Sphere Size 1.18 in Run Out Npshr 48.7 ft Exact Bowl Diameter 14 in Efficiency at Design 82.60 % Curve Id E6414RFPC1 Guaranteed Efficiency at Design 80.12 % Thrust K Factor 16 lb/ft Best Efficiency 83.1 % Add Thrust K Factor 16 lb/ft Driver Size 300 Hp Max Lateral 1.001 in Power at Design 242.00 Hp Total Flow Derate Factor 1 Guaranteed Power 251.68 Hp Total Head Derate Factor 1 Flow on Design Trim @ Max Power 2,914 USgpm Total Efficiency Derate Factor 1 Service Factor No Total NPSHr Derate Factor 1 Acceptance Grade 1B Layne City of Santa Ana 7/1/2021 thru 6/30/2021 A GRArITE G°MPRNY Prevailing Wage Rates Description Crew Size Rate Unit Quantity Rig and Service Truck 2 Men $380.00 Hour 1 Rig and Service Truck 3 Men $495.00 Hour 1 Rig and Service Truck 4 Men $610.00 Hour 1 Combo Rig and Service Truck 2 Men $380.00 Hour 1 Rotary Crane 12 Ton & Below 1 Man $225.00 Hour 1 Crane 12 Ton & Below 2 Man $383.00 Hour 1 Rotary Crane — 30 Ton 1 Man $337.00 Hour 1 Rotary Crane — 75 Ton 1 Man $416.00 Hour 1 Delivery Truck 1 Man $127.00 Hour 1 Service Truck 2 Men $320.00 Hour 1 Tractor Trailer $178.00 Hour 1 Wire Brush Rental $815.00 Each 1 Air Compressor Rental (450 CFM & Smaller) ii $140.00 Each 1 Air Compressor Rental (451 CFM & Larger) $140.00 Each 1 Water Treatment 1 Man $215.00 Hour 1 Electrician and Service Truck 1 Man $190.00 Hour 1 Service Truck with Boom 1 Man $200.00 Hour 1 Welding Truck 1 Man $190.00 Hour 1 General Shop Labor 1 Man $113.00 Hour 1 Machine Shop Labor 1 Man $113.00 Hour 1 Welding Shop Labor 1 Man $113.00 Hour 1 Additional Rig Helper 1 Man $126.00 Hour 1 Tube and Shaft Repair 2" — 2-1/2" $13.75 Foot 1 Tube and Shaft Repair 3" 4" $15.25 Foot 1 Video Log $1,365.00 Well 1 Camera Operator 1 Man 112.00 Hour 1 Photo Still Shots No Charge Each 1 Duplicate Tape/DVD o Charge Each 1 Test Pump, Operator & Fuel 300 HP & Below 1 Man $ 388.00 Hour 1 Test Pump, Operator & Fuel 301 HP — 500 HP 1 Man $400.00 Hour 1 Test Pump, Operator & Fuel 501 HP - 750 HP 1 Man F00.00 Hour 1 WATER RESOURCES 1717 West Park Avenue, Redlands, CA 92373 1 Office: 909.390.2833 1 Fax: 909.390.6097 1 layne.com 24 Test Pump, Operator & Fuel 751 HP - 1000 HP I 1 Man IS400.00 Hour 1 Portable Steam Cleaner E252.00 Day 1 Service Truck 1 Man $160.00 Hour 1 Aqua Freed Unit 1 Man $220.00 Hour 1 Chemical Trailer 3 Men $611.00 Hour 1 Chemical Trailer 2 Men $494.00 Hour 1 Chemical Neutralization Trailer and Operator 1 Man $217.00 Hour 1 Backhoe with Trailer and Truck 1 Man $265.00 Hour 1 Water Truck 1 Man $265.00 Hour 1 Bore Blasting (0 - 500 Ft) $5,250.00 Lump Sum 1 Bore Blasting (500 - 1000 Ft) $6,300.00 Lump Sum 1 Bore Blasting (1000 - 1500 Ft) $7,875.00 Lump Sum 1 Bore Blasting (1500 - 2000 Ft) $12,075.00 Lump Sum 1 OVERTIME: Operating Engineer: 6 Saturday & Over 8 hours per day xl.5 $144.00 Man hour 1 Over 12 hrs. One Day/Over 12 hrs. Saturday x2 $195.00 Man hour 1 Sunday/ Holiday $250.00 Man Hour 1 Operating Engineer: Group 8 Saturday & Over 8 hours per day xl.5 $144.00 Man hour 1 Over 12 hrs. One Day/Over 12 hrs. Saturday x2 $144.00 Man hour 1 Sunday/ Holiday $250.00 Man Hour 1 Operating Engineer: Group 10 Saturday & Over 8 hours per day xl.5 $144.00 Man hour 1 Over 12 hrs. One Day/Over 12 hrs. Saturday x2 $144.00 Man hour 1 Sunday/ Holiday $250.00 Man Hour 1 Laborer: Group 1 Saturday & Over 8 hours per day xl.5 $110.00 Man Hour 1 Over 12 hrs. One Day/Over 12 hrs. Saturday x2 A$155.00 Man Hour 1 Sunday/ Holiday $155.00 Man Hour 1 iTITAI14 all fl CIO II111K C• 1717 West Park Avenue, Redlands, CA 92373 1 Office: 909.390.2833 1 Fax: 909.390.6097 1 layne.com 25 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES APPENDIX ATTACHMENT 2: FEE PROPOSAL Certification - I certify that I have read, understand and agree to the terms and conditions of this Request for Proposal. I have examined the ATTACHMENT 1: SCOPE OF WORK. I am familiar with all the existing conditions and limitation that may impact work requests. understand and agree that I am responsible for reporting any errors, omissions or discrepancies to the City for clarification prior to the submission of my proposal. Proposer shall submit hourly rates schedule, which shall include but not limited to, direct and indirect costs for labor, for staff per job classification, material, equipment rates, overhead, incidental supplies, travel, mileage, and fuel. Any special materials will be purchased by the contractor only after discussed and authorized by the City projects manager or designee in writing. Prior to commencement of services, Contractor shall provide separate quotes, upon request by the City, which shall be approved by the City's Public Works Water Resources Division. FEE SCHEDULE The undersigned declares that he/she has carefully examined the request for proposal, that he/she has examined the Proposed Scope of Services, and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said Proposed Scope of Services, for the unit price(s) set forth in the following schedule: Note: This contract is subject to prevailing wages. TO: CITY COUNCIL OF THE CITY OF SANTA ANA FROM: Layne Christensen Company MOTOR & PUMP SPECIFICATIONS Motor: US Motor 250 HP, 3 PH, 460 VAC, Frame 445TPA WPI Discharge Head: 12"X12" Existing Pump: Goulds Pump, 16DMC, 3 STG, 298' 7" feet overall length, 12-inch diameter, 10-foot sections Well Casing: 16-inch casing, 1015 feet deep, refer to Appendices for historical information Housing: Concrete housing with hatched roof, refer to appendices for site maps Location: 921 W Walnut St, Santa Ana CA 92703 26 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES GENERAL UNIT QUANTITY I PRICE TOTAL. Removal of motor, discharge head & pump ' LS 1 $ 12,000.00 $ 12,000.00 Installation of motor, discharge head & pump LS 1 $ 12,000.00 $ 12,000.00 New bowls performance certification EA 1 $ 1,600.00 $ 1,600.00 Water well disinfection EA 1 $ 4,650.00 $ 4,650.00 Step drawdown test EA 1 $ 1,100.00 $ 1,100.00 Sound attenuation 5 LS 1 € No Bid No Bid PUMP WORK New complete pump with 2,800 GPM at 280 feet TH, high EA efficiency (83.1 %) or better 2 1 $ 11,000.001 $ 11,000.00 12-inch 5 feet column & collar EA 2 $ 880.00 $ 1,760.00 12-inch 10-feet column & collar EA 27 $ 630.00 $ 17,010.00 12-inch threaded bronze retainers EA 28 $ 319.00 $ 8,932.00 Rubber line shaft bearings EA 28 $ 16.00 $ 448.00 10-foot 1 15/16-inch head shaft EA 1 $ 900.00 $ 900.00 10-feet 416 SS 1 15/16-inch line shaft & coupling EA 27 $ 504.00 $ 13,608.00 5-foot 416 1 15/16-inch line shaft EA 2 $ 355.00 $ 710.00 1 15/16-inch 416 SS shaft couplings EA 2 $ 60.00 $ 120.00 12-inch 20 feet suction pipe EA 1 $ 730.00 $ 730,00 SS 12-inch suction cone strainer EA 1 i$550.00 $ 550.00 300' of SS sounding tube 4 FT 300 $ 2.00 $ 600.00 Sounding Kit I EA 1 $ 90.00 $ 90.00 MOTOR WORK New complete 250 HP, 460VAC, 3Ph, 60Hz or equal 2 EA 1 $ 18,325.0 $ 18,325.00 Top Bearings EA 1 $ 1,500.00 $ 1,500.00 Bottom Bearings EA 1 $ 82.00 $ 82.00 Two band heaters 115v, 115 Watt LS 1 $ 120.00 $ 120.00 Three coil thermostat NC or NO LS 1 $ 90.00 $ 90.00 Set of tin plated copper terminals or lugs LS 1 $ 45.00 $ 45.00 Tellus 68 ail LS 1 $ 250.00 $ 250.00 WELL WORK Mobilization & Demobilization LS 1 $ 5,600.00 $ 5,600.00 Under Water video of well (before/after) EA 2 $1,650.00 $ 3,300.00 27 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Wire brushing of well section under water & perforations (1080 feet) EA 1 I $ 11,750.00 $ 11,750.00 Chemical treatment during wire brushing (optional) s LS 1 $ 85,000.00 $ 85,000.00 Bail & dispose of ail dirt & debris (if needed) LS 1 $ 7,500.00 $ 7,500.00 SONAR Jet of perforations (1015 Feet) LS 1 $ 8,300.00 $ 8,300.00 TOTAL $229,670.00 Proposed new pump: Make: Goulds , Model No.:14rHHC , GPM:2800 , TDH: 280 , Eff.: 82.60% 1. Contractor must include all costs involved in accessing the equipment including removal of pump through the building hatch and or working around building roof and hatch. Please refer to Appendix A for a site map as reference. 2. Contractor to provide pump curve, lead time for procurement of parts along with turn around/completion date. 3. Chemical treatment during wire brushing will not be used in the evaluation of the bids. If chemical treatment is applied, the bid price must include cost of the chemicals, chemicals handling (application & mixing), used chemicals neutralization and disposal. 4. New Stainless Steel line for sounding will be provided and installed, with necessary mounting brackets, and one gauge calibrated for sounding. 5. Sound attenuation shall be required for major work. Sound attenuation for engine noise shall be limited to a maximum of 75 dB(A) at 23 feet when operating at full rated load. Sound proofing solution to be approved by the Project Manager. Contractor shall submit additional labor, material and equipment rates along with fee schedule. Contractor's labor and equipment rate sheet shall list rates for all labor designations, equipment and materials. BIDDER INFORMATION: Legal Company Name: Layne Christensen Company Complete address: 1717 W Park Ave, Redlands CA 92373 Phone Number: (909) 390-2833 Email Address: Authorized Sig Name: Todd A. Title: General Manager c.com 28 EXHIBIT 3 AGREEMENT TO PROVIDE ON -CALL WATER WELL, PUMP, AND MOTOR REHABILITATION AND REPAIR SERVICES THIS AGREEMENT is made and entered into this 17th day of August, 2021 by and between Weber Water Resources CA, LLC ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On April 28, 2021, the City issued Request for Proposal No. 21-059, by which it sought a qualified contractor to provide on -call water well, pump, and motor rehabilitation and repair services for the Water Resources Division of the City's Public Works Agency. B. Contractor submitted a responsive proposal that was among those selected by the City. Contractor represents that it is able and willing to provide the services described in the scope of work that was included in RFP 21-059. C. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an on -call basis, and at the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 21-059, which is attached as Exhibit A and incorporated in full, and as further described in Contractor's Proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Contractor under this Agreement. Contractor shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit B. Contractor is one of three (3) contractors selected to provide services on an as - needed basis under RFP 21-059. The total compensation for services provided by all contractors selected under RFP 21-059 shall not exceed the shared aggregate amount of three million two hundred fifty thousand dollars and zero cents ($3,250,000) during the term of this agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of Page 1 of 8 proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on August 16, 2024, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one 2-year period upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Page 2 of 8 Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Contractor shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Contractor shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Contractor's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. Worker's Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Contractor agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Contractor is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $2,000,000 per claim with $2,000,000 in the aggregate. The following requirements apply to the insurance to be provided by Contractor pursuant to this section: (i) Contractor shall maintain all insurance required above in full force and Page 3 of 8 effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. (iii) Certificates and policies shall state that the policies shall not be cancelled or reduced in coverage or changed in any other material aspect, by contractor, without thirty (30) days prior written notice to the City. (iv) Contractor shall supply City with a fully executed additional insured endorsement. f. If Contractor fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Contractor's right to be paid for its time and materials expended prior to notification of termination. Contractor waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor or its subcontractors, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, Page 4 of 8 for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. 10. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 11. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor disclosed in a publicly available source; (c) is in rightful possession of the Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Contractor without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: Page 5 of 8 To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: Weber Water Resources CA, LLC 2073 Railroad Street Corona, CA 92880 Attn: Don Rice, General Manager A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior Page 6 of 8 written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other contractors retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work that fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. Page 7 of 8 20. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the Power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: Daisy Gomez Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: �2- `---'lrandon Salvatierra Deputy City Attorney RECOMMENDED FOR APPROVAL Nabil Saba, PE Executive Director Public Works Agency CITY OF SANTA ANA Kristine Ridge City Manager CONTRACTOR Name:e� Title: Page 8 of 8 EXHIBIT A CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Appendix ATTACHMENT 1: SCOPE OF WORK CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES SCOPE OF WORK INTRODUCTION AND BACKGROUND The City of Santa Ana is soliciting proposals from qualified firms to provide on -call water well, pump and motor rehabilitation and repair services on an as -needed basis. The City of Santa Ana is located in the County of Orange in Southern California. The City encompasses 27.2 square miles and a population over 343,000 people. The City of Santa Ana Public Works Agency — Water Resources Division oversees and maintains the daily operations of the Water System and Sanitary Sewer System. The City of Santa Ana's water system has an average day demand of about 43 million gallons (MG) with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at five (5) sites, seven (7) MWD connections, 21 groundwater wells, seven (7) pump stations, four (4) pressure regulating stations and utilizes two (2) pressure zones. WORK DESCRIPTION The Contractor shall provide water well casing, pump and motor rehabilitation, repair, and replacement related services for the City of Santa Ana at various locations within the City. The work shall include routine and emergency pump pulling and installations, well casing repairs and installations, water well rehabilitations, well video inspections, and/or repair services on various types of pumps on an as -needed basis. The Contractor shall provide all necessary supervision, labor, materials, tools, transportation and equipment to perform pump pulling and installations, water well and booster rehabilitations, well casing repairs and installations, water well video inspections and chemical treatments, electric motor repairs, electric motor rewindings, sound attenuation, and repair services on various types of pumps and motors, on an as assigned basis, at various locations throughout the City. The Contractor shall provide transportation for its heavy duty equipment, such as, but not limited to, drilling rig, pump rig, flatbed truck, boom truck, tractor trailer, to and from Contractor's facility to each Water Production worksite. All electric motor repair work shall be transported by the Contractor to an Electrical Apparatus Service Association's (EASA) Accredited Member facility for repair and returned to the City when repairs are complete. The Contractor shall make adequate provisions for the disposal of water pumping from the well during redevelopment and/or test pumping. All water discharged during these events shall be in compliance with the City's National Pollutant Discharge Elimination System (NPDES) permits and Orange County Flood Control District permits. It shall be the Contractor's responsibility to propose a method to discharge water that is NPDES compliant and may include methods such as water detention through storage tanks or other conforming strategies. Proposer shall submit hourly rates schedule, which shall include but not limited to, direct and indirect costs for labor, for staff per job classification, material, equipment rates, overhead, incidental supplies, travel, mileage, and fuel. Any special materials will be purchased by the contractor only after discussed and authorized by the City projects manager or designee in writing. Prior to commencement of services, Contractor shall provide separate quotes and project schedules, upon request by the City, which shall be approved by the City's Public Works Water Resources Division. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES CONTRACTOR RESPOSIBILITIES The Contractor's services shall include, but are not necessarily limited to, the following: 1. PUMP AND MOTOR REMOVAL SERVICE The Contractor shall be qualified to perform water well pump and booster pump removals. At the initial setup for pulling a pump, the Contractor shall perform lockoutltagout of the electrical and hydraulic systems and shall disconnect all electrical wiring and appurtenance necessary for the pulling of a deep well pump or a booster pump. The motor, discharge head, submersible cables, column, bowl assembly, strainer, and airline shall be removed by the Contractor. All parts and components shall be inspected closely for excessive cracks, corrosion, holes, wear, or any type of damage which would necessitate repairs or replacement parts. Bore holes shall not be left unattended. The Contractor shall provide equipment necessary (with a lockable design) for closing off any bore holes left unattended. 2. PUMP AND MOTOR RE -INSTALLATION SERVICE The Contractor shall be qualified to perform pump and motor installation services including all electrical re - installations. The Contractor shall adequately chlorinate the pump assembly prior to installation. After the completion of any rehabilitation work and or repairs, the Contractor shall install the bowl assembly, column, shaft, submersible cable or oil tubing, discharge head, motor and all electrical components associated with and not limited to leads, torqueing to specifications, etc. Witness test shall be performed by City staff. All incidental materials shall be furnished by the Contractor. 3. WELL VIDEO SURVEY SERVICE The Contractor shall be qualified to perform water well video inspections using color video equipment with side scan and down -hole survey views. Videos shall be provided to the City in a universal serial bus (USB) format and recorded in high definition resolution. Ability to perform these surveys at high resolutions will be given higher consideration. The Contractor shall allow water to flow into the well for a 24 to 48 hour time period in advance of the video survey to produce clear viewing conditions. The video survey unit shall simultaneously transpose the City's name, well name, footage and the date of inspection on the monitor screen and the video record. A footage counter/recorder shall read in feet and be accurate within two (2) percent of the actual footage. The video survey camera shall be capable of right angle or normal downhole viewing with a change in camera lens or mechanical movement of the camera. At the direction of the City, the Contractor must be able to provide right angle viewing to view any casing section in a direct elevation view. The video camera shall be capable of providing both vertical and horizontal (side) viewing of the entire casing as it descends into the well. The Contractor shall also submit a written report to accompany the video survey log, documenting the survey date, static water level, perforation depth intervals and conditions, and total well depth along with photos. The Contractor shall provide information in the report regarding any type of damage to the well casing or issues encountered during the well video survey. 4. WELL TREATMENT SERVICE The Contractor shall be qualified to provide well treatment services. To perform these tasks, the Contractor shall have the capability to perform mineral analysis, chemical treatment, water quality testing, zone CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES testing, well casing patches and similar casing repairs/improvements, and mechanical treatment on well casings. All chemicals used in treating wells shall be State approved for the purpose intended, must be National Sanitation Foundation (NSF) approved, and Public Works approved for quantity and concentration. Disinfection of the wells is required in accordance with American Water Works Association (AWWA) C654 — Standard Disinfection of Wells. The Contractor's estimates shall include the type and concentration of chemicals (acids, inhibitors, polymers, neutralizers, etc.) to be used; the typical appropriate contact time for the chemicals; and the typical procedure for introducing, mixing, and neutralizing chemicals in the well. In addition, the name(s) and phone numbers of any company(ies) that will supply the treatment chemicals shall be provided. Completed Material Safety Data Sheets (MSDS) for all chemicals used shall include the methods of mechanical treatment (dual swab, wire/nylon brush, sonarjetting, etc.). The Contractor shall perform wire brushing and it shall be carried out in manner as to clean the casing louvers/perforations and to remove scale and tubercles attached to the wall of the casing. After wire brushing, the well shall be allowed to sit for 24 to 48 hours and sediment fill shall be removed from the bottom of the well to the maximum extent possible using a bailer or scow or equivalent retrieval device. All bailed material (water and sediment) shall be placed in steel drums or appropriate containers. The sediment, after separation from the water, shall be placed in the containers, properly labeled, and eventually removed from the well site for disposal by the Contractor. All bailed material shall be properly disposed of by the Contractor. 5. PUMP AND MOTOR REHABILITATION SERVICE The Contractor shall provide rehabilitation services when requested by the City. The Contractor shall rehabilitate of one or more of the following pump units: • Submersibles Horizontal split case Vertical turbines Rehabilitation of all pumps and motors may include, but not limited to: • Line shafts • Bearings • Right -angle -gears • Housing/frame • Column pipe • Seals • Impellers • Rotor shaft • Power/control cable attachments • Thermal/moisture sensors • Vibrational analysis (include report) • All other appurtenant components Upon request, the Contractor shall submit a written proposal to the City for the services described herein, The Contractor shall also include the performance pump curves, manual specifications, and detailed information regarding the new proposed pump and motor within the proposal package. The Contractor CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES shall also provide a construction project schedule for each given task order regarding rehabilitation services. All rehabilitation work shall be subject to the Project Manager's written approval prior to commencing any work by the Contractor. 6. ELECTRIC MOTOR REPAIR AND REFURBISHMENT The successful Contractor shall provide all transportation, labor, materials, tests and equipment, delivery/pick up for the repair and refurbishment of electric motors and perform any recondition or rewiring as necessary to return the equipment fully operational. All electric motor repair shall be done in an EASA Accredited Member service shop, no exceptions. a. All work shall be in accordance with the Electrical Apparatus Service Association's (EASA) Recommended Practice, AR100-2020 latest edition and the National Electrical Manufacturers Association (NEMA) standards for service and repair of electrical apparatus. The Contractor shall provide a list of approved vendors upon request. b. Work shall be in conformance with standards set by, but not limited to, the following organizations: Underwriters Laboratories (UL) a. Underwriters Laboratories — Certified motors shall be recertified after repair. b. Contractor's shop or his sub -contractor's shop shall be UL-certified to rebuild explosion -proof electric motors for use in hazardous environments. 2. American National Standards Institute (ANSI) 3. American Society for Testing and Materials (ASTM) 4, National Electrical Code (NEC) 5. National Fire Protection Agency (NFPA) 6. National Electrical Manufacturers Association (NEMA) c. Recondition/Repair of Electric Motors Reconditioning/repair of electric motors shall include the testing, disassembling, inspection, cleaning, dipping, baking of windings, replacement of bearings, assembly, testing and painting and at minimum include the following: L Pre -Disassembly Test 1. Using a 1000V meg-ohm meter, conduct verification of insulation integrity. Record the insulation resistance of the motor as brought in from the City. Acceptable criteria is 5 meg-ohms or higher. 2. Verify that heaters are operational and that other attached features, such as thermocouples, have continuity. 3. Single-phase test to check for open rotors. (After disassembly, rotors will be inspected for evidence of damaged, cracked or open circuit bars or end rings. If there is evidence of faults, the rotor will be growl -tested.) The detection of any defect during testing shall be reported promptly to the City. 4. Documentation covered under this section shall include the condition of mechanical fits (i.e. shaft run out), cracked, broken or missing parts, test run at full voltage, current readings, meg reading CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES and surge comparison test as received. The City shall be notified if acceptable criteria are not met. Motor Disassembly 1, Completely disassemble motor and steam clean all mechanical parts using a mild detergent compatible with winding insulation; thoroughly rinse; bake dry. 2. Disassembly documentation shall include the cause of failure and/or conditions contributing to failure. iii. Motor Inspection 1. Visually inspect coils and windings for excessive wear, signs of conductor overheating or fatigue that possibly would not be apparent during an electrical test. 2. All stators shall be surge- tested with an electronic surge tester specifically designed to apply a surge voltage stress test simultaneously between turns of a coil, between phases, from winding to ground and to detect short-circuited turns in winding under test. Testing shall be per EASA, IEEE 62.2, 112 and 7.2.3 standards. Infrared imaging shall be provided pre and post test. iv. Mechanical Fit 1. Measure the bearing bores, shells, housings and shaft journals using a micrometer. Shaft fits and housing fits shall comply with AR100-2020. Machine work shall be approved by the Project Manager before being performed or machine work may not be paid for. Bearing journals, seal surfaces and bearing housing restoration shall be done by metalizing and machining or boring and sleeving. Documentation of before and after measurements shall be made. 2. Replace bearings per manufacturer's specifications. All grease fittings, plugs, etc. shall be replaced unless otherwise indicated by the Project Manager. Bearings shall be properly lubricated and bearing oil reservoirs shall drained for shipping and installation. The Contractor shall be responsible for filling the bearing oil reservoir upon installation. All equipment shall be tagged with information as to whether or not bearing oil reservoirs were filled and what type of lubricant was used. v. Rotor Balancing 1. All rotors of motors rated at 50 HP1360011800 RPM and above shall be dynamically balanced, with the rotor running at rated speed where practical, but not less than 600 RPM in the balance stand. The balancing speed shall also be rapid enough so the balance machine sensitivity can reliably measure the maximum allowable residual unbalance. 2. A printout tape from the balance/analyzer shall be furnished detailing the final balance values. This tape will be attached to the recondition/repair/rewind documents when the motor is delivered. vi. Motor Leads Motor leads shall be permanently tagged with non-magnetic markers. Motor lead configuration shall not be altered. vii. Insulation 1. Windings shall be double -dipped with Class H varnish and baked. 2. Machine -finished surfaces bore of the stator lamination and periphery of the rotor laminations shall be cleaned of all varnish and foreign materials. Photo documentation of this process shall be made prior to and after lamination. viii. Final Test 1. A 1000 volt meg-ohm meter shall be used to verify insulation continuity. This reading shall be 100 meg-ohms or greater and documented. After reassembly, motor shall be test -run at rated CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES voltage and frequency. No load voltage and phase currents shall be recorded. Vibration mils displacement shall be measured and recorded in the horizontal, vertical and axial planes on both ends of the motor, or top and bottom of vertical motors and documentation of current reading and vibration readings shall be provided to the Project Manager. 2, A 5KV meg-ohm meter shall be used to verify insulation continuity of all 4160V motors. ix. Paint 1. Exterior of motor shall be properly cleaned of rust and foreign material, prime painted and finish painted with a good grade of machinery enamel, the same color as received unless otherwise specified. Nameplates, machined surfaces and internal parts shall be protected from paint. 2. When needed, the interiors of motor frames and parts shall be painted with an insulating paint. This includes rotors, bearing brackets, frame interiors and air deflectors. Windings shall not be painted. x. Incidentals 1. In the event that the motor is in poor condition and cannot be repaired, reconditioned or made as new, the Contractor shall notify the Project Manager or Designee immediately. 2. All incidental parts requiring replacement, such as bearings, coils, etc. shall be considered included in other items of bid and no additional compensation shall be allowed. 7. REWINDING OF ELECTRIC MOTORS When rewinding is done in conjunction with a recondition or repair, many of the items below will be redundant and shall not be performed or charged. The items below apply to stator only (including all labor, materials and testing necessary for work completion) and shall at a minimum include: a. Pre -Disassembly Test 1. Using a 1000 meg-ohm meter, conduct verification for insulation integrity. Acceptable criteria is 5 meg-ohms or higher. 2. A 5KV meg-ohm meter shall be used to verify insulation integrity of all 4160V motors. 3. Verify that heaters are operational and other attached features such as thermocouples have continuity. 4. Pre -disassembly documentation shall include the condition of mechanical fits (i.e. shaft run out), cracked, broken or missing parts, test run at full voltage, current readings, meg reading and surge comparison test as received. The Project Manager shall be notified if acceptable criteria are not met. b. Stripping 1. Windings shall be removed by temperature -controlled burnout with oven temperature suppression. Burn -out temperature shall not exceed 750 degrees Fahrenheit. 2. Windings shall be removed in such a fashion not to damage or distort the core iron. Upon removal of the old windings and insulation, the core shall be thoroughly cleaned and inspected for burrs, etc. 3. After the burnout procedure, the Contractor shall perform a stator core loss test to ensure the stator laminations are not heat damaged. If the stator core losses exceed four (4) watts per pound of core steel, notify the Project Manager prior to proceeding forward. c. Winding 1. General: Rewound motors shall meet or exceed all O.E.M. operating characteristics, unless otherwise specified by the Project Manager. NEMA Class H insulation shall be used, unless otherwise specified. Magnet wire shall be a Quad Build, insulated wire of domestic manufacture that meets or exceeds NEMA specification MW-35A. After winding and prior to resin treatment, windings will be surge -comparison tested and the results documented. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 2. The copper cross -sectional area shall be at least as large as the original winding. 3. Resin Treatment: Windings shall be double -dipped with Class H varnish and baked. 4. Check all coils for overall coil shape. Perform a high frequency turn -to -turn dielectric test (surge test) in accordance with IEEE 522. Submit test results to the City. This shall be done prior to installation into the stator. d. Motor Leads Motor leads shall be replaced as the original leads. Leads will be permanently tagged with non-magnetic markers. Lead lengths shall be identified by the City when a request for service is made. e. Insulation Windings shall be double -dipped with Class H varnish and baked. Insulation shall be tested phase -to - phase and phase -to -ground at 1000 volts do and yield a one minute test result of 1000 meg-ohms or better. f. Final Test A 1000 volt meg-ohm meter shall be used to verify insulation continuity. This reading shall be 100 meg- ohms or greater and documented. After reassembly, motor shall be test -run at full voltage and documentation of current reading and vibration readings shall be provided to the end user. (NOTE: a 5KV meg-ohm meter shall be used on all 4160V motors.) Copper DC resistance tests, phase -to -phase, on rotor winding from slip rings shall be performed. If the rewound rotor fails to pass any test, the rotor shall be rejected. The Contractor shall rebuild and retest until all tests are approved by the City. 8. WELL PUMPING REDEVELOPMENT SERVICES Following mechanical redevelopment, the City may elect to have Contractor proceed with pumping redevelopment which shall consist of intermittent pumping and surging of the well and discharging to waste via permitted storm drain channels. The Contractor shall make adequate provisions for the disposal of water pumped from the well during redevelopment and/or test pumping. Such provisions shall include, but not be limited to, furnishing and installing discharge piping from the pumping unit of sufficient size and length to conduct water to a point as designated by the City and upon request providing temporary storage tanks to contain the discharge. The Contractor shall also furnish acceptable orifices, meters or other approved devices, which will accurately measure the pumping rate. Upon request, an airline complete with properly calibrated gage shall be provided by the Contractor to measure the elevation of water in the well. Contractor may be required to collect pumped groundwater into sedimentation tanks prior to discharge to a storm drain in order to comply with the waste discharge requirements of the regulating agency(s). Redevelopment records shall be maintained showing production rate, total acre footage discharged, and all other pertinent information concerning well development. 9. PRODUCTION TESTING OF REHABILITATED WELLS Upon request, the Contractor shall provide production testing of rehabilitated and or new wells to determine the optimum rate of pumping and shall include a step drawdown test and a constant -rate discharge test in accordance with AWWA A100-20 standards (latest edition). Prior to the start of the step drawdown test, a period of at least 24 hours of non -pumping conditions shall be met following the pumping development work. The Contractor shall provide qualified personnel during the step-drawdown and constant -rate discharge test and shall ensure proper operation of the pumping test equipment and assist in water level monitoring if requested by the City. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES a. Discharge Water 1. Discharge water shall be conveyed from the pump to the point of discharge at the well site. it is imperative to ensure that no damage by flooding or erosion is caused to the chosen drainage structure or water disposal site, or to nearby lands and/or streets. 2. The Contractor shall provide all piping and discharge lines. The point of discharge location will be provided by the City and the Contractor will be responsible for all devices and piping to convey the water to that discharge point. 3. No fluids will be permitted to flow offsite (except to proper drainage facilities) or to properties not owned by the City. All discharges will meet the requirements of the City's NPDES permits and Orange County Flood Control permits. b. Step-Drawdown Test 1. Prior to starting the step-drawdown test in the well, the static water level shall be measured, The well shall be "step" tested at rates determined by the City. The step-drawdown test for the well is estimated to require approximately 12 pumping hours with each step being 3 to 4 hours in duration unless specified otherwise. 2. The Contractor shall operate the pump and change the discharge as directed by the City. Both a gate valve and an engine throttle shall control the discharge of the pump unless specified otherwise. The discharge shall be controlled and maintained at approximately the desired discharge for each step with an accuracy of plus or minus five (5) percent. 3. Pump discharge shall be measured with an instantaneous flow meter dial and a totalizer meter and stopwatch, as approved by the City. Both an air -line and electric sounder shall be furnished by the Contractor for water level measurements. During the step-drawdown test, the Contractor shall record sand content measurements at 30-minute intervals. c. Constant Rate Discharge Test 1. After a 24-hour recovery period from the end of the step-drawdown test, the City may request the Contractor to perform a constant -rate discharge test. This test shall be run for a period of 24 hours, or until the pumping level remains constant for at least 4 hours, or until the City terminates the test. A recovery period of 24 hours shall follow the termination of the constant -rate discharge test, at which time the City will collect residual drawdown (recovery) data. 2. During the constant -rate discharge test, the Contractor shall also conduct the final sand content testing. The sand content shall be determined by averaging the results of samples collected at the following times during the final pumping test: i. Five (5) minutes after start of the test ii. After 114 of the total planned test time has elapsed iii. After 112 of the time has elapsed iv. After 314 of the time has elapsed V. Near the end of the pumping test d. Aborted Tests 1. Whenever continuous pumping at a uniform rate has been specified, failure of pumping operations for a period greater than one (1) percent of the elapsed pumping time shall require suspension of the test until the water level in the pumped well has recovered to its original level. 2. Recovery shall be considered "complete" after the well has been allowed to rest for a period at least equal to the elapsed pumping time of the aborted test, except that if any three (3) successive water level measurements spaced at least 20 minutes apart show no further rise in the water level in the pumped well, the test may be resumed immediately. 3. The City shall be the sole judge as to whether this latter condition exists. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES e. Records 1 The Contractor shall keep accurate records of the pumping test of the well and furnish copies of all records to the City upon completion of the test. The records shall also be available to the City for inspection at any time during the test. The records shall include physical data describing the construction features such as, but not limited to: i. Well depth and diameter ii. Complete screen description iii. Length and setting iv. A description of the measuring point and its measured height above land surface and/or mean sea level V. The methods used in measuring water levels and pumping rates 2. The Contractor shall also keep records on the type of pumping equipment used at the well site including engines, drive components, bowls, lines, and shafts. The Contractor will keep records of operation of equipment during the test including engine rpm and horsepower, fuel use, and other essential information that will be useful in designing a pump system. 10. MACHINE WORK Upon request, the Contractor shall provide machine work services. Machine work shall apply to, but not be limited to, the drilling and tapping of broken bolts, customized (1) - 2" coupling at the base of the discharge head, the repairing of damaged locking rings and stators, the replacing of power cords, power cord assemblies and power cord connectors and repairs to impellers, covers, volutes, mounting rails, bearing journals, discharge heads, and pump shafts. 11. DOCUMENTATION All rehabilitations, repairs, and installations shall be supplemented with reports and documentation that provides accurate details about the new installation or repairs (including a pump and motor schematics and pump performance curves). Within ten (10) business days of completing a full rehabilitation, the Contractor shall provide these documents to the City for review, All new pump and motor installations shall come with plaques that maintain up-to-date and accurate information regarding the performance and capacity of the units. Documentation shall include, but is not limited to, the following: a. Pre -Disassembly Testing report for all activities as described. b. Photo documentation of existing condition prior to fulfilling each described criteria of the disassembly test. c. Motor Disassembly report, including photo documentation before and after cleaning. d. Motor Inspection report, including stator core loss testing results. Photo documentation of coils, windings and conductors showing any signs of excessive wear or failure. e. Mechanical fit measurements shall be recorded as specified. Photo documentation shall be submitted for all replaced bearings, grease fittings, plugs, etc. f. Rotor balancing report as specified. g. Insulation report as specified above. Before and after photo documentation of the windings prior to varnishing and baking. h. Final test report as specified. i. Pump Reconditioning report as specified. j. Pump curve and pump/motor schematic. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES All testing, inspections and incidentals related to required reports shall be considered included within the bid items for said testing report and no additional compensation shall be allowed. 12. MINIMUM QUALIFICATIONS a. All electric motor repair shops shall be EASA Accredited and shall provide a copy of the certification upon request by the City. Failure to provide a sub -contractor that is an EASA Accredited Member as a part of the proposal may be grounds for proposal rejection. b. Contractor or Contractor's subcontractor shall be certified as an UL Facility and shall provide a copy of the certification upon request by the City. c. Contractor shall be responsible for obtaining all original equipment manufacturer (OEM) technical documents, drawings and parts when necessary. d. Contractor shall have all engineering, design, metalizing, welding, heat treating, machining, balancing, calibrating and testing capabilities necessary to completely refurbish/rewind electric motors. e. Equipment used for inspecting, calibrating and testing pumps and motors shall be up-to-date and have calibration certificates, less than one year old, traceable to National Institute of Standards and Technology (NIST) standards where applicable. 13. SECURITY REQUIREMENTS Public Works Agency field representative will unlock the Public Works Agency facilities entry gates on the first day of work to allow Contractor access. Contractor shall then supply their own padlock(s) for some entry gates as specified by the Public Works Agency. Contractor's padlock(s) shall lock onto the Public Works Agency's padlock connecting to the chain -link, which enables both the Public Works Agency field representative and Contractor to unlock the entry gates. After completion of work, padlock(s) shall be removed by the Contractor. Contractor and/or subcontractors shall notify the Public Works Agency field representative upon arrival and departure to or from jobsite. 14. PARTS, MATERIALS AND WARRANTIES The Public Works Agency will reimburse the Contractor for the cost of repair parts, materials, and replacement equipment, plus 15 percent markup, provided the Contractor has obtained the City's prior written approval of Contractor's written estimate. All replacement equipment shall be approved by the Public Works Agency prior to the purchasing of the equipment. The Contractor shall provide manufacturer documentation to the Public Works Agency for any replacement equipment. The Contractor shall submit an invoice with attached applicable receipts for a particular job to the Project Manager. The Contractor shall assure that all materials, parts, and workmanship supplied shall be free from original or developed defects. Contractor shall provide a minimum of one year warranty for materials and parts and thirty days on workmanship. Should original or developed defects and/or failures appear within the minimum warranty of one year after work completion, Contractor shall, at its expense, rectify such defects and/or failures and make all replacements and adjustments that are required. Corrective work shall be performed by the Contractor and given the highest priority after Public Works Agency's notification to do so, and shall be completed to the satisfaction of the Project Manager. The Contractor shall proceed diligently to complete said work within the time allotted as approved by the Project Manager. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 15. AS -NEEDED REPAIRS At the direction of Project Manager, the Contractor shall provide a written estimate including labor and parts, materials and equipment needed to perform the As -Needed Repairs. Upon written approval from the Project Manager, the Contractor shall perform the As -Needed Repairs. At its sole and absolute discretion, Public Works Agency reserves the right to accept or reject the quote provided. 16. VALUE ADDED SERVICES The Contractor may propose additional related services that the City has not specifically identified in this RFP to accomplish the stated goals of this RFP. Value added related services will be considered by the City and may or may not be incorporated in the agreement. All parts and materials must be supplied new and factory approved. Additional work/locations may be added during the Contract period. Upon request by the Project Manager, the Contractor shall provide a written quotation for any additional workllocation(s), based on the rates submitted. The Contractor shall be paid for additional work/locations in accordance with the rates submitted. Upon Contract Manager's negotiation and acceptance of the Contractor's written quotation the additional work/location(s) may be added to the Contract by amendment or change order. 17. STORAGE FACILITIES The Public Works Agency will not provide storage facilities for the Contractor. The Public Works Agency will not be liable or responsible for any damage, by whatever means, or for theft of materials or equipment on the jobsite. 18. CLEANING AND RESTORATION OF SITES The Contractor shall visually inspect the site during and after work is performed for liquid spills, oil and grease deposits, hard water strains, debris, trash, refuse, etc. Upon request, the Contractor shall provide professional cleaning services to remove persistent deposits such as oil and grease stains by means of pressure washing and chemical cleaning with detergents, caustic sodas, etc. that are eco-friendly. The sites shall be cleaned and restored to previous if not better condition after any well rehabilitation work performed that requires dismantling, installing or fabricating. The Contractor shall be responsible for the following: Liquid and oil deposits The Contractor is responsible during the duration of the job to contain and clean up any types of spills or leaks. This pertains to equipment, vehicles, tools, etc. Spill containment and or absorbent ground tarp is required for equipment stored on site over long periods of time. All containers of fuel, solvents and or chemicals shall be stored on spill containment berms or secondary containment. 2. Materials The Contractor is responsible for the removal of all used materials through the duration and completion of the job, and all debris derived from these services shall be removed from City property, Disposal shall be at the Contractor's expense and that includes but is not limited to debris, trash, refuse, etc. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 3. Restrooms When applicable, the Contractor shall furnish their own restroom facilities and are responsible for said facilities onsite. 4. Storm Water Pollution Prevention (SWPP) The Contractor shall not allow any debris from its operations under this Contract to be deposited in the storm drains and/or gutters in violation of the City's NPDES permit. 5. Site Maintenance The Contractor shall maintain the site and keep the premises free from accumulation of waste material and the Contractor shall remove all rubbish, implements, surplus material, and temporary facilities generated by the work. 6. Cleanup The Contractor is responsible for leaving the work area free of all debris generated by this work at the end of each workday and for final cleanup when the job is completed. The City shall perform inspections of the site prior to the work being performed and identify the conditions of concerns if any remain during and after the work is completed, 19. SPECIAL SAFETY REQUIREMENTS All Contractor's operators shall to observe all applicable State of California Occupational Safety and Health Administration (Cal/OSHA) and Public Works' safety requirements while at Public Works job sites. 20. ADDITIONAL RESPONSIBILITIES OF THE CONTRACTOR Contractor and or Contractor's subcontractors must possess and maintain the following active and valid licenses as applicable to individual subcontractor: 1. State of California Water Well Drilling Contractor's C-57 License or Contractor's "A" License. 2. State of California Limited Specialty Contractor's C-61, subcategory Machinery and Pump Contractor's D-21 License. 3. Have a minimum of five years of experience performing groundwater wells and pump pulling services. If a Subcontractor is used, Subcontractor must also have a minimum of five years of experience performing services as stated above. Also, the Contractor's project manager(s), and Subcontractor's project manager(s), if any, must have a minimum of five years of experience performing groundwater wells, pump pulling services, video inspections and/or motor repairs. In addition, the Contractor's project manager(s) and Subcontractor's project manager(s), if any, must have the following certifications: • State of California Division of Occupational Safety and Health Administration Hazardous Waste Operations Emergency Response (HAZWOPER) Certification • National Ground Water Association (NGWA) Certification - Pump Installation Electrical Apparatus Service Association (EASA) Accredited Member Status Provide all labor, equipment, materials, tools, and supervision required to perform as -needed pump pulling EXHIBIT B OUNCE Cr7UEJlY `L. 5 kAT 4F IL i G�3vEi�r�AtMr---�-�. IE 4 4' THE r-QRUEN CITY FOUN'ED Qq Water Well, Pump and Motor Rehabilitation and Repair Services RFPNQ.: 21-059 2073 Railroad Street WEBER Corona, CA 92878 P WATER RESOURCES : 909-383-6837 WeberWaterReso u rces.corn 11 WEBER May 26th> 2021 WATER RESOURCES City of Santa Ana Public Works Agency 220 S. Daisy Avenue, Bldg A Santa Ana, CA 92703 Re: Proposal for Water Well, Pump and Motor Rehabilitation and Repair Services Dear Armando Fernandez, P.E., Project Manager: Weber Water Resources CA, LLC, ("Weber") is pleased to submit to you our proposal for the Water Well, Pump and Motor Rehabilitation and Repair Services. Included within this proposal is the necessary information and in the format as requested in the RFP. Weber has reviewed Attachment 4: Standard Agreement and has no objections. Contractor and any listed subcontractors must be registered with the Department of Industrial Relations (DIR) prior to submitting bids to any public works contracts. Failure to comply will make bids non -responsive. No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with DIR pursuant to Labor Code Section 1725.5. Weber will adhere to all federal laws and regulations notwithstanding an state or local laws and regulations. In case of conflict between federal, state, or local laws or regulations, the strictest shall be adhered to. Upon request, Weber shall allow authorized federal, state, county and the City of Santa Ana's official's access to place of work, books, documents, papers, fiscal, payroll materials, and other relevant contract records pertinent to this project. Weber will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. Weber will comply with the California Labor Code. Pursuant to said regulations entitled: Federal Labor Standards provisions; Federal Prevailing Wage Decision; and State of California Prevailing Wage Rates, respectively. Weber shall comply with the Copeland Anti -kickback Act (18 USC 874 C) and the implementation regulation (29 CFR 3) issued pursuant thereto, and any amendments thereof. Our team is very excited about this project and hope we will have the opportunity to share our team's experience with you in person soon. This proposal shall remain valid for 120 calendar days from the date of submittal. Sincerely, Don Rice, General Manager 2073 Railroad Street, Corona, CA 92880 P: (909) 383-5837 EIN:45-4230746 Weber Water Resources CA, LLC WEBER WATER RESOURCES Table of Contents Page 1...................................................... Company Overview Page 2...................................................... Company Overview Page 3...................................................... Statement of Qualifications Page4...................................................... Key Personnel Page 5................■..................................... Key Personnel (Cont.) Page 6...................................................... Project Approach Page7...................................................... References Page8...................................................... Non -Lobbying Page9.......................■.............................. Non -Collusion Page 10.................................................... Non -Discrimination Page 11.................................................... Fee Schedule It WEBER WATER RESOURCES ABOUT WEBER WATER RESOURCES CA Location of Principal Office The Weber Water Resources CA, LLC Headquarters is located at 2073 Street, Corona, CA 92880 Proiect Contacts: Don Rice - General Manager- Primary Contact (909)361-2014 Jose Villanueva - Project Manager- Secondary (951)215-5481 California Contractor's Licenses Weber holds the following California ROC licenses: 970199 Contractors License C-57 Water Well Drilling D-21 Mac hiner /Pum s A General En ineerinq Contractor Services Provided: Well Pump Service • Vertical turbine • Submersible • Preventative Maintenance • Aquifer Testing • Video Surveys • Booster Pumps WEBER'S PROJECT MANAGEMENT PROCESS 46 16 24 HOURS Customer contacts Weber with Weber responds within Job Order Request 24 hours or less 16, ppPRO�E® Weber submits Scope of Work package to the Customer for approval ■ NOTICE TO pROCEED Customer issues a Notice to Proceed Well Rehabilitation • Brush and bail • Chemical treatment • Sonar jet • Airlifting/jetting Well Drilling • New well construction • Modifications • Abandonment • Rotary drilling 46CC�5 Ci) ai) 0C) aC) QC-) Weber's Project Manager meets with Customer for a Scope of Work Conference r Weber submits Cost Customer and Weber Customer, Weber, and other stakeholders hold a Estimate to the execute the Job Order pre -construction Customer for approval conference. 46 . 6 'CLOSEOUT, Weber performs work within Upon completion of work, the parameters set forth by the Customer and Weber perform Customer closeout activities Weber currently performs well and booster station repair and maintenance under service contracts for multi -municipal and industrial clients. These processes include the importance of submitting estimates and obtaining PO numbers, supplying vendor invoices, referencing the your work authorization numbers on all invoices, and detailed completion packages at project closeout. Weber is uniquely positioned to execute a broad spectrum of service. Weber has a staff of more than 70 that includes construction managers, estimators, schedulers, superintendents, crew members and office support staff that work in areas of well and booster pump service, well site construction, electrical, instrumentation, and controls as well as the drilling of water wells. Weber has the equipment and personnel to deliver production on a fast schedule project or emergency basis. The equipment includes 9 pump rigs, 8 crane trucks, 8 cable tool rigs, 2 reverse rotary drill rigs, support trucks and multiple full service machine shops. The equipment and personnel will allow Weber to deliver on your specific needs. Description of Company Weber has been providing innovative and strategic water resource solutions to its clients throughout California. Weber has a unique business model unrivaled by any competitor. Our firm is the only contractor that self performs all major components of water resource infrastructure project. Weber's in-house capabilities allow for the delivery of an agencies' vital assets with a lower initial capitalization and increased ROL Additionally, Weber is able to help reduce long term operational costs by focusing on the construct!bility and serviceability of an asset. Weber's services include large diameter production well drilling, well rehabilitations, pump sales and service, electrical instrumentation and control, and water plant general contracting work. Weber's seven core values serve as the foundation to our employees that enable the organization to be successful. 1. Customer Service 2. Honesty/Integrity s. Safety a. Adaptability s. Personal & Professional Development s. Innovation 7. Youth Philanthropy Our commitment to customer service is what seperates Weber from the competition. With three locations throughout the Southwest, Weber is able to meet the needs of a demanding industry. Markets served include municipal, industrial, wastewater and mining throughout the Southwest. Weber is proud of the continuous efforts of everyone within the organization to cultivate and advance a culture of safety. We employ a safety coordinator whose sole responsibility is safety. He alone is not able to establish the culture. In fact, the focus on safety is the responsibilities of all within the company and starts at the individual level. Weber has implemented several requirements to ensure a safe working environment including mandatory bi-weekly, company -wide safety meetings and daily job Safety Analysis reports (JSA that come in form of a Pre -Task Planning report. Pre - Task Planning gives the crew opportunity to asses the day's work process, potential hazards, required tooling and equipment to safely complete the task at hand. All crew members must sign -off on the Pre -Task Planning form. The results of Weber's focus on safety is visible in many ways. WEBER WATER RESOURCES Statement of Qualifications: Weber has read the RFP and understands that the City is seeking one or two experienced contractor(s) to provide pump and well maintenance. Our qualified staff maintains the necessary qualifications and certifications to perform the scope of work outlined in the RFP. Weber has the capabilities to self perform a broad scope of services which includes four divisions: New Well Construction • Pump & Well Service/Repair Electrical & Instrumentation General Contracting Our clients' satisfaction is of paramount importance. Weber's goal is to create long standing relationships with our clients. This is created by performing professional and industry leading service consistently. Specific services include: well pump service, aquifer testing, video surveys, well rehabilitation, chemical treatment, airlifting, well drilling, well modifications, abandonment, booster pump service, preventative maintenance, electrical services, motor controls, and diagnostics. Safety Program — Weber is proud of the continuous efforts of everyone within the organization to cultivate and advance a culture of safety. We have a complete safety program in place and we employ a safety coordinator whose sole responsibility is safety. Our Emod history is as follows: 5/1/2021 .64 5/1/2020 .81 5/1/2019 .69 'End of Statement of Qualifications` WEBER WATER RESOURCES Key Personnel: Marty Weber. Chief Executive Officer Professional individual offering extensive knowledge in the water resource industry with the ability to problem solve, coordinate, delegate and manage projects and resources effectively. Eighteen years of field and management experience in cable tool, hollow stem auger and rotary drilling, and pump installations. Eight years of field experience includes new well installation and design, pump repairs, well abandonments, acidization, cementing and various rehabilitation procedures. Ten years of management experience, initially directing all of operations, and now CEO. Certifications/Licenses: Contractors License's in Arizona, California, and Nevada, Well Drillers Licenses in California, Arizona and Utah. Don Rice, General Manager- Performance -driven, customer focused manager with a history of more than 20 years fostering mutually beneficial partnerships with customers to maintain their highest level of satisfaction. Extensive experience collaborating with customers and internal resources ensuring that our customers' expectations are met each and every time we provide services. Demonstrated ability to learn and teach new concepts, easily adapt to change and manage multiple simultaneous tasks. Mike Haslam Drilling Manacier Mike started in the well drilling industry in 1977 and has extensive experience in all aspects including procedures, equipment well design and construction in Hawaii, California, Nevada, Utah, Arizona, New Mexico, and Mississippi. He served as a helper for one year, driller for seven years, field supervisor for 15 years, operations manager for three years, and project manager, estimator for 12 years. Jose Villanueva Operations Superintendent: Jose started his career at Weber Water Resources 10 years ago as a helper on a cable tool rig. Jose was motivated and determined to become a Cable Tool rig operator and with the Weber training provided, Jose became one of the organizations best Operators performing well drilling, well modification, chemical rehabilitations, brush/bailing, airlifting, and liner installations. In addition to the Cable Tool rig, Jose operates a pump rig and can perform aquifer testing. His wide range of field experience and dedication to perform work efficiently and safely has allowed him to successfully manage personnel and projects. Tony McBee Senior Sales/Project Manager: Tony`s experience spans over 30 years in the water and wastewater industry. His experience with pumping plant equipment includes installation of new equipment, repair of existing equipment, applications and engineering, design -build and project management primarily in deep -well, booster and process equipment applications. Through his experience, he has worked with numerous engineering firms, pump manufacturers' engineers and technicians building long-standing relationships with several municipal and industrial clients. WEBER WATER RESOURCES Ron (Jake) Arriola, Machinist' Jake has 10 years of experience within the water resources industry performing detailed inspections and repairs on deep well turbine, submersible, booster, centrifugal, and split case pumps, electrical cable splicing, fabricated heads, and performing failure analysis. Jakes knowledge of the interracial parts of a pump system allows him to refurbish the pumps by ear ringing impellers and fabrication of specific pump parts. CertificationlLicense& CDL Class A License with HAZMat Endorsement, OSHA Fork Lift License. Jeff Talkington, Safety Coordinator: Jeff has 9 years of experience in the water resources industry. Jeff joined Weber Water Resources in July 2012 and is responsible for the company's safety program which includes monitoring for regulatory compliance, conducting safety training and assessments, and creating a strong safety culture. Jeff's former experience includes well drilling development, wastewater applications and soillwater sampling, Jeff is a graduate of Northern Arizona University. Weber Water Resources takes great pride in safety and training for our fieldishop employees. Annually, Weber employees undergo 1400 hours of training. Certifications range from OSHA 40, HAZWOPPER, confined space, and crane certifications. Each of our operators undergoes training for a minimum of 2 years before being assigned the responsibility of operating a crew and rig. Each of our operators has various strengths relative to the scope of work required for our customers. Operators are assigned based on their commensurate experience and expertise relative to the scope of work required. Weber's approach to work begins with the Project Manager who reviews the scope to gain a clear understanding of what is required. Following the scope review, communication between the Project Manager and customer takes place to review the project schedule and clear anything that was not in the scope or that requires clarification. Once the schedule begins, the Operational Superintendent assists the Project Manager with the project oversight and communication with the customer to ensure we stay on schedule. *End of Key Personnel* WEBER WATER RESOURCES Project Approach/Methodology Weber Water Resources CA, LLC ("Weber Water Resources"), a limited liability company, has been providing the widest range of water resources solutions with the lowest risk to clients for nine (9) years. Weber Water Resources has two (2) additional locations in Arizona providing service for over 100 years. Weber Water Resources is able to partner with public and private clients to achieve the most desirable results possible. When problems are present, solutions are what Weber Water Resources provides. Our unique approach to handling our clienteles' needs is showcased through our project manager's ability to develop a personal relationship with each client to better understand the needs and scope of each project. A plan tailored to deliver maximum results is overseen by your project manager from inception to completion. Within 24 hours our firm can mobilize and deploy to a request for emergency service_ With a state-of-the-art database to track essential components of your water system infrastructure, documented quality control processes and over 1400 hours annually of continual education among staff, Weber Water Resources truly provides solutions in the water resource industry at the lowest risk possible. Weber Water Resources is organized internally specifically for the multiple -project and timely construction nature of on -call projects. Within our recent experience, we have completed multiple on -call contracts that entail the maintenance and service for municipalities and county requirements and have demonstrated capacity to perform the required services. Also, the proposed team at Weber Water Resources has successfully completed the construction and installation of projects with similar scopes of work as outlined within the RFP. With a staff of more than 70 employees, Weber Water Resources has the resources to support your project needs. Tony McBee will lead the project to ensure the work is completed correctly and timely. Tony has more than 30+ years of experience in the water and wastewater industry. His experience with pumping plant equipment includes installation of new equipment, repair of existing equipment, applications and engineering, design -build and project management in deep -well vertical turbines, booster and process equipment applications. Weber Water Resources machine shop is located within our 10,000 sq. foot facility in Corona, CA. Our machining capabilities allow us to perform the necessary tasks required to support pump repairs, including turning, boring, threading (internal and external), drilling and milling operations. In addition to disassembly, inspection, prep and assembly work, typical shop work involves fabrication of shafting, enclosing tubes, bearings and restoring casings (bowls and impellers) to their original or specific tolerances. Weber's approach to each project is to tailor a specific plan to achieve maximum results with the ultimate goal of maximizing the life of the clients' asset. Each project starts with a meeting between the Project Manager and Client. The Project Manager will gather all historical documentation, including recent changes to pumping Production, water levels and/or water quality to help provide an appropriate remedy to maximize the well yield. The Project Manager will evaluate the documentation and conditions present. Upon completion of the Project Managers evaluation, a detailed scope of work will be provided to the District. Weber will communicate throughout the project to ensure the District personnel is aware of progress. Upon completion of the work, Weber will conduct a post -project inquiry with the District to better understand how we performed. We want to capitalize on the areas we excel in and improve any areas where the client was not satisfied — if present. CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES APPENDIX ATTACHMENT 3: PROPOSER'S REFERENCES List and describe fully the contracts performed by your firm which demonstrate your ability to provide the supplies, equipment or services included in the scope of the proposal specifications. Attach additional )ages if re hired. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference Customer Name:__City of Riversid Address: 3900 Main St. Riverside CA 92501 Contact individual: madam Keeling Phone Number: 951 538-6870 Facsimile Number: Contract Amount: 598 348 Year: 2021 Description of supplies, equipment, or services provided: Garner 7 & Raub 8 - furnishing all labor, equipment, appliances, and materials in addition to 2erforming all operations in connection with rehabilitation, redevelo ment, and testing, Reference Customer Name: California American Water Address: 511 Forest Lodge Rd #100, Pacific Grove, CA 93950 Contact Individual: ALSSa Ki,SPer8ky Phone Number: 831 241-3162 Facsimile Number: Contract Amount: $181,258 Year: 2oi Description of supplies, equipment, or services provided. - Luzern Well Rehab - DUAL SWAB/PUMP DEVELOPMENT FURNISH, INSTALL REMOVE TEST Reference Customer Name: Golden State Water Cop an Address: 630 E Foothill Blvd San Dimas CA 91773 Contract Amount: $189,850 Contact Individual: Justin Brown Phone Number: (805) 260-0870 Facsimile Number: Year; Description: of supplies, equipment, or services provided: Mira # - N T L MOVE TEST PUMP DUAL SWAB U P VELOPMENT CITY OF SANTA ANA RFP NO,: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Reference Customer Name: California American Water Address: 511 Forest Lodge Rd. coo, ,Pacific Grove CA 93950 Contact Individual: Matt Leasecki Phone Number: _(91 ) 27-4740 Facsimile Number: Contract Amount: $1_ 97 882 Year: 2019 Description of supplies, equipment, or services provided: Crenshaw Well - Dual Swab/Develo mment, Furnish + Install THIS FORM MIDST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. CITY OF SANTA ANA WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON -LOBBYING CERTIFICATION The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. Signed: Title:—Generalana er Firm: Weber Date: Page 1 of 1 CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. BIDDERS are cautioned that making a false certification may subject the certifier to crimin I prosecution. Signed State of California County of _ 12i3zu id.,_ Subscribed and sworn to (or affirmed) before me on this 26th day of ja , 20 2� by Don Rice , proved to me on the basis of satisfactorVevidence to be the Person(s) who appeared before me ,y NICOLE MEMNA Notary Public - California W Riverside County T Commission # 22926:,20J23 My Comm. Expires Jun 1 Notary Public Signature Notary Public Seal Pagel of I CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES NON-DISCRIMINATION CERTIFICATION The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. Page I of 2 CITY OF SANTA ANA WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES 7. The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a subconsultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. S. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, no discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to allthepenalties imposed for a violation of the Chapter. Signed. f Title: General Manager Firm: Weber Water Resources CA, LLC, Date: 5/26/21 Page 2 of 2 CITY OF SANTA ANA RFP NO_: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES GENERAL Removal of motor, discharge head & pump' Installation of motor, discharge head & pump New Fowls performance certification Water well disinfection Step drawdown test, Constant, Install/Remove TP Sound attenuation PUMP WORK New complete pump with 2,800 GPM at 280 feet TH, higl efficiency (83.1 %) or better 2 12-inch 5 feet column & collar 12-inch 10-feet column & collar 12-inch threaded bronze retainers Rubber line shaft bearings 10-foot 1 15/16-inch head shaft beet SS 1 15/16-inch line shaft & coupling 1 15/16-inch line shaft h 416 SS shaft couplings feet suction pipe suction cone strainer sounding tube a Sounding Kit MOTOR WORK New complete 250 HP, 460VAC, 3Ph, 6OHz or equal 2 Top Bearings Bottom Bearings Two band heaters 115v, 115 Watt Three coil thermostat NC or NO Set of tin plated copper terminals or lugs Tellus 68 oil WELL WORK Mobilization & Demobilization Under Water video of well (before/after) UNIT QUANTITY PRICE TOTAL LS 1 $16,475 $16,475 LS 1 $16,475 $16,475 EA 1 $2,500 $2,500 EA 1 $15,000 $15,000 EA 1 $48,000 $48,000 LS 1 $25,000 $25,000 t EA 1 $10,295 $10,295 EA 2 $385 $770 EA 27 $550 $14,850 EA 28 $235 $6,580 EA 28 $12 $336 -:EA 1 $335 $335 EA 27 $380 $10,260 EA 2 $266 $532 EA 2 $45 $90 EA 1 $965 $965 EA 1 $550 $550 FT 300 $1,340 $1,340 EA 1 EA I 1 $21,480 $21,480 r w f �'" ' $1,500 $1,500 EA 1 $1,500 $1,500 LS 1 $872 $872 LS 1 $604 $604 LS 1 $87 $87 LS 1 $268 $268 4 4 L5 1 $10,483 $10,483 I EA 9 I?I CITY OF SANTA ANA RFP NO.: 21-059 WATER WELL, PUMP AND MOTOR REHABILITATION AND REPAIR SERVICES Wire brushing of well section under water & perforations EA 1 (1080 feet) $10,700 ; $10,700 Chemical treatment during wire brushing (optional) 3 LS 1 $42 000 $42 000 Ball & dispose of all dirt & debris (if needed) LS 1 $3,083 $3,083 SONAR Jet of perforations (1015 Feet) LS 1 $7,135 $7,135 TOTAL $272,465 Proposed new pump: Make.. Flowserve Model No.: 15EHM GPM: 2,800 , TDH: 280' , Eff.: 83% 1. Contractor must include all costs involved in accessing the equipment including removal of pump through the building hatch and or working around building roof and hatch. Please refer to Appendix A for a site map as reference. 2. Contractor to provide pump curve, lead time for procurement of parts along with turn around/completion date. 3. Chemical treatment during wire brushing will not be used in the evaluation of the bids. If chemical treatment is applied, the bid price must include cost of the chemicals, chemicals handling (application & mixing), used chemicals neutralization and disposal. 4. New Stainless Steel line for sounding will be provided and installed, with necessary mounting brackets, and one gauge calibrated for sounding. 5. Sound attenuation shall be required for major work. Sound attenuation for engine noise shall be limited to a maximum of 75 dB(A) at 23 feet when operating at full rated load. Sound proofing solution to be approved by the Project Manager. Contractor shall submit additional labor, material and equipment rates alloing with fee schedule. Contractor's labor and equipment rate sheet shall list rates for all labor designations, equipment and materials. BIDDER INFORMATION Legal Company Name: Weber Water Resources CA, LLC Complete address: 2073 Railroad Street, Corona CA 92703 Phone Number: (909) 383-5837 Email Address: Brice@WeberWaterResources.com Authorized Signature:_, Name: Don Rice Title: General Manager WEBER 4N,3ifPCSC}0h'CE8 May 25, 2021 Juan Ramirez City of Santa Ana Water Resources Production Supervisor (714) 647-3377 RE: Well No 33 Chemical Application Dear Juan, Weber Water is proposing the use of NCT NSF chemical. If the chemical option is needed, Weber Water would use 770 gallons of Water Solve BC with 30-35% active peroxide equivalent to 5% of the well volume. Weber Water wiff ,nix chemical above ground and inject through a dual swab zone tool in 20-foot sections throughout the well. The well will then be brushed at a rate of 1 minute per foot. Weber Water will allow 48 hours of contact time followed by a post chemical video. Regards, Jose Villanueva (951) 215-5481 weberwaterresDurces.com P: 909.383.3837 t F: 909.386.1259 2073 Rallroad SfraGf, Corona, CA 92890 WaterSolr► BC Safety Data Sheet t(HCT c 1.1. Product idenuner Product form Mixture Product name : Watersoly SC Prod act code 11639 ;i;?tsvant identified uses of the substance or mixture and uses advised against Use of the substancelmixlure Descaler Cleaner :. Details of the supplier of the safety date sheet HercChemTech, LLC 7032 East Cortez Road Scottsdale, AZ 85254-5123 - USA T (4801650-6955 Emergency telephone number Emergency number : (480) 650-6955 IMI i s 2.1. Classification of the substance or mixture Classification (GHSMS1 Ox. L1q. 1 H271 Acute Tox. 4 (Oral) H302 Acute Tox. 4 (Inhalatiomdust,rrist) H332 Skin Corr. 1B H314 Eye Dam, 1 H31e Full text of H-phrases: see section 16 2.2_ Label elements GHs-us labeling Hazard pictograms 6 - =. k—L- r�, It • Signal ward GHS03 GHS05 GHS07 Danger Hazard statements : May cause fire or explosion; strong oxidizer. Harmful if swallowed or if inhaled. Causes severe skin burns and eyo damage. Causes serious eye damage. Precautionary statements Keep away from heat, hot surfaces, open fiames, sparks. - No smoking. Keep/Store away from combustible materials. Take any precaution to avoid mixing with combustible materials. Do not breathe mist. Avoid breathing mist. Wash hands and forearms thoroughly after handling. Do not eat, drink or smoke when using this product. Use only outdoors or in a well -ventilated area. Wear eye p; otection, face protection, protective clothing, protective gloves. Wear firelflame resistanUretardant clothing. If swallowed: Call a a POISON CENTER if you feel unwell. If swallowed: rinse mouth. Do NOT induce vomiting. if on skin (or hair): Take off immediately all contaminated clothing. Rinse skin with waler/shower. If inhaled: Remove person 10 fresh air and keep comfortable for breathing. If in eyes: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easv to do" Continue rinsing. _ If an clothing: Rinse immediately contaminated clothing and skin with plenty of water before PrbouctCade:11839 EN (EnglishUSj ----���'---"` - -� Page 1 ar7 WaterSoly BC Safety Data Sheet removing clothes. Immediately call a POISON CENTER or doctorlphysician. Call a POISON GENTFRldoctorlphysician if you feel unwell. Specific treatment (see the emergency and first aid section Of this Safety Date Sheet on this label). Rinse rnaulh. Wash contaminated clothing before reuse. In case of fire: Use Water spray orfog. to extinguish. In case of major fire and large quantities: Evacuate area. Fight fire remotely due to the risk of explosion. Store locked up. Dispose of contentslcontainer in accordance with locallregionallnationallinternabonal regulations. 2.0, Hazard not Otherwise classified (HNOC) No additional information available 2A. Unknown acute toxicity (GHS-US) No data available lit;Atill I a Ili X1,firs 3.1. Substance ll.MTMI Not applicable (NOTE: if component displays the - (asterisk) symbol, the following statement applies.) `Chemical name, CAS number and/or exact concentration have been withheld as a trade secret Full text of 1-kphrases: see section 16 3.2. (dixture rogen peroxide US)hdName Product identifier 95 ClassrtfliCsGFIS--'— —Tax.-4 2,84-1 1,HfCASN2_ -35 VOr!),_H302 i Acute t Acute Fox. 4 (Inhalation), H332 j glycokc acid _ Skin Corr.1A, H314 _. _. .— ..-- — (CAS No)79-14-' ---- 15 - 74 Acute Tax. 4 (Oral). -- - ion)2 � , Acute Tax. d (Inhalation), H332 -- - — - - Skin Corr. 18, H314 -�—` — (NOTE; If component displays the • (asterisk) symbol, the following statement applies.) - 'Chemical name, CAS number and/or exact concentration have been withheld as a trade secret • 4,1. Descri$tion of first aid measures First -aid measures general i Never give anything by meuth to an unconscious person. If you feel unwell, seek medical advice (show the label where possible). First -aid measures after inhalation Remove to fresh air and keep at rest in a position comfortable for breathing. Immediately call a POISON GFNTER or doctorlphysician. First -aid measures afterskin contact Remove/Take off immediately all contaminated clothing. Rinse skin with water/shower. Immediately call a POISON CENTER or doctorlphysician. First -aid measures after eye contact Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Immediately call a POISON C1=NTFR or doctorlphysician. First -aid measures after ingestion Rinse mouth. Do NOT induce vomiting. Immediately call a POISON CENTER or doctor/physician. 4,1 f40st important symptoms and effects, boot amfte and delayed Symptoms/injuries If you feel unwell, seek medical advice. Symptomslinjuries after inhalation Harmful if inhaled, Symptomslinjuries after skin contact Causes bums/corrosion of the skin. Symptomslinjuries after eye contact Causes serious eye damage. Symptomslinjuries after ingestion Harmful if swallowed. Burns to the gastriclintestinal mucosa. 4.3. lndicatfon of any immediate medical attention and special treatment neWad No additional information available • . ■ 5.1. Extinguishing media Suitable extinguishing media Water spray or fog. Product Coco;11639 EN (English us) - — — Page 2 of 7 WaterSoly BC Safety Data Sheet 5-2. Special hazards arising from the substance or Mixture - -_ �. .....,.. . Fire hazard : May cause fire or explosion; strong oxidize.. �.:'. Advice for firefighters Firefighting instructions Use water spray or fog for cooling exposed containers. Exercise caution when fighting any chemical fire. Prevent fire -fighting water from entering environment. Protection during firefighting Do not enter fire area without proper protective equipment, including respiratory protection - Other information No additional information available. 5.7. Personal precautions, protective equipment and emergency procedures General measures Keep away from heat, hot surfaces, sparks, open flames and other ignition sources. No smoking. Use special care to avoid static clectric charges. Isolate from fire, if possible, without unnecessary risx. 5.1,1. rornest-emergency personnel Protective equipment Emergency procedures 6.1.2. For emergency responders Protective equipment Emergency procedures 6.2. Environmental precautions Protective goggles. Protective clothing. Flame retardant prolective clothing. Evacuate unnecessary personnel. Equip cleanup crew witn proper protection. Ventilate area. Prevent entry to sewers and public waters. Notify authorities if liquid enters sewers or public waters. 6 3. Methods and material for containment and cleaning up For containment Contain released substance, pump into suitable containers. Plug the leak, cut off the supply. Dilute combustible/toxic gasesivapors with water spray. Methods for cleaning up Soak up spills with inert solids, such as clay or diatomaceous earth as soon as possible. Collect spillage. Store away from other materials. Wash down leftovers with plenty of water. Wash clothing and equipment after handling. 6.4. Reference to other sections No additional information available •ling and storage '.". PrectRitiOns far safe handling Precautions for safe handling Hygiene measures Do not get in eyes, on skin, or on clothing- Do not breathe mist. Ensure good ventilation of the work station. Handle and open the container with care. Keep away from heat, hot surfaces, sparks, open flames and other ignition sources. No smoking. Observe normal hygiene standards. Provide local exhaust or general room ventilation. Take precautionary measures against static discharge. Use only outdoors or in a well -ventilated area. Use personal protective equipment as required. Do not oat, drink or smoke when using this product, Wash contaminated clothing before reuse. Wash hands and forearms thoroughly after handling. Wash hands and other exposed areas with mild soap and water before eating, drinking or smoking and when leaving work. Conditions for safe storage, including any incompatibilities Technical measures Provide local exhaust or general room ventilation_ Take precautionary measures against static discharge. Comply with applicable regulations. Incompatible products Strang bases. Organic materials. Incompatible materials Combustible materials. Heat -ignition Storage area KEEP SUBSTANCE AWAY FROM: heat sources, ignition sources. Store in a cool. dry %yell -ventilated area. Keep container tightly closed when not in use. SECYION S, Exposure controls/personal protection F� hydrogen pemxitie (ii22-84.1) ACGIH ACGIH TWA (ppm) OSHA ?— OSHA PEL (TWA) (mglm3) Product Code:11$39 �EIV (English L!S) t ppm Page 3 of 7 WaterSoly BC Safety Data Sheet hydrogen peroxide (7722-84-1)— `OSIiA 6.2. Exposure controls Personal protective equipment : Avoid all unnecessary exposure. Hand protection Wear protective gloves. Eye protection Chemical goggles or face shield, Skin and body protection Wear suitable protective clothing. Respiratory protection Where exposure through inhalation may occur from use, respiratory protection equipment is recommended. In case of insufficient ventilation, wear suitable respiratory equipment. Appropriate engineering controls Handle in accordance with good industrial hygiene and safety practice• Wash hands before breaks and at the end of workday, ■ Im■ ■a- 9.1. Information on basic physics€ and chemical pmpert€es Physical state Liquid Color Colorless Odor Mild Odor threshold No data available pH 14-2z Melting point No data available Freezing point < 0 -C Boiling point > 100 'C Flash point No data available Relative evaporation rate (butyl acetate=l) No data available Flammability (solid, gas) No data available Explosive limits No data available Vapor pressure No data available Vapor density No data available Specific Gravity @ 770 F 1.128 - 1.148 Solubility Soluble in water. Partition Coefficient n-Octanol-Water No data available Auto -ignition temperature No data available Decomposition temperature No data available Viscosity No data available 9-2. Other information VOC content 0 gll 1-1 1RFURVIs 10.1. Reactivity No additional information available 10.2. Chem,sei statsiiity May cause fire or exploslon; strong oxidizer. 10.3. Poselbtfity of hazardous reactions Reacts vigorously with strong oxidizers and bases. Contact with halogenated compounds may liberate toxic gas. 10.4. Conditions to avoid Beat. Open flame. Sparks. Extremely high or low temperatures. 10,5. Incompatible materiais Strong bases. Organic materials. Combustible materials. Cyanide salts. Metals. 10.6. fiaaarttoJS i± cr',ap�+sititt+ n:o,jucts Oxygen. Carbon dioxide, Carbon monoxide. Sulfur oxides. F' (uct CodQ:11639� EN (English US) Page 4 of 7 WaterSoly BC Safety Data Sheet 11.1. Information an toxicological effects Acute toxicity waterSoly Be RTE USJOT- ATE(dust, mist) glycolic acid (7"9-141} LD50 oral rat LG50 inhalation rat (mgA) hydrogen peroxide (7722.84-1) u Oral: Harmful if swallowed. Inhalation:dustlmist; Harmful if inhaled. 1648,087mgArg body weight - -- 4.944 maN4h — 1950 > 5.2 a study; 2040 mg)4 bodyweight;_Rat; value; 3.6 mgA14h; Rat; Experimental ATE US (oral) 500.000 mg ft body weight T ATE US (gases)-- - - 4500.000 ppmVl4h o PPM ATE US (vapors} - - - 11.00o -- ATE US (dust, mist) — 1.500 mg!!14h Skin oorrosionlirritation Causes severe skin bums and eye damage. - —' pH: 1 A - 2.4 Serious eye damagelimiation Causes serious eye damage. pH: 1.4-2.4 Respiratory or skin sensitization Not classified Germ cell mutagenicity : Not classified Carcinogenicity Not classified hydrogen peroxide (7722-84-1)�—- IARC group - - --- 3 - Not Classifiable Reproductive toxicity Not classified -- - Specific target organ toxicity (single exposure) Not classified Specific target organ toxicity (repeated Not classified exposure) Aspiration hazard Not classed Symptomslinjuries after inhalation Harmful if inhaled. Symptomslinjuries after skin contact Causes bums/corrosion of the skin. Symptomslinjuries after eye contact Causes serious eye damage. Symptoms/injuries after ingestion Harmful if swallowed. Bums to the gastric/intestinal mucosa. 12.1. Toxicity glycolic acid (79-14-1 ) LCSD fish 1 EC50 Claphnra 1 164 mg.4 (96 h; Pimephates pnomelas; Nominal concentration) 141 LCSO fish 2 mgA (48 h; Daphnia magna; Static system) > 5000 --- shold limit algae 1 mgA (96 h; Brachydawo recto) 44 mgll (72 h; Selermstrum capricomutum; Nominal concentration) Threshold limit algae 2 2p m911 (72 h; Selenastrum capricomutum; Nominal concentration) 12,2. Persistence and degradability glycolic acid (79.1+4-1) Persistence_ and degradability Readily biodegradable in water. Biodegradable in the sail. Biochemical oxygen demand (Sot)) 0.18 g 02lg substance ThnD — 0.63 g 02l9 substance SOD M of ThOD) 0.28 % ThO.D- 12.3. Bioaccumulative potential 19"Ilc acid (79-14-1) w 1-11 (Experimental value) Bro�accumulative potential I eioaccumulation: not applicable. Product Page 5 of 7 WaterSoly BC Safety Data Sheet 12.4_ Other adverse a#acts No additional information available SIM010frXIMIC 19rs =M1.143M 13.1- W0810 treatment methods Waste disposal recommendations Dispose of contents/container in accordance with Local, State, and Federal regulations, Ecology - waste materials Avoid release to the environment. 14,1. UN Number UN-No.(DOT) 3098 Other information No suppfementary information available 14.2. UN Proper shipping name DOT Proper Shipping Name UN3098, Oxidizing Liquid, Corrosive, N.O.S. (Hydrogen Peroxide, Glycolic Acid), 5.1 (8). PGiI Hazard labels (DOT) 5.1 -Oxidizer 8 • Corrosive 15.1, US Federal regulations All components of this product are listed on the Toxic Substances Control Act (TSCA) inventory This product or mixture does not contain a toxic chemical or chemicals in excess of the applicable de minimis concentration as specified in 40 CFR §372.38(s) Subject to the reporting requirements of section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 and 40 CFR Pan 372, gtycolicacid (79.14.1) Listed an the United States TSCA (Toxic Substances Contra] Act) inventory LSAftA Section 311I342 Hazard Classes — ;immediate (acute) health hazard �- — --- '_ -- — - hydragettperoxide(7722-84-1) Listed an the United States TSCA (Toxic Substances Control Act) inven a - — SAFtA SecGan 3111312 Hazard Classes ;Reactive Hazard Immediate (acute) health hazard Delayed (chronic) health hazard 15.2. international regulations - - - CANADA EU-ilequtations No additional information available Classification according to Regulation (EC) No. 12'f P 008 [CLP) Classification according to Directive 67/548/EEC or 1999/451EG Not classified 15.2.2. National regulations 15.3. US State regulations California Proposition 65 - This product contains, or may contain, trace quantities of a substances) known to the state of California to cause cancer and/or reproductive toxicity Faoouct Cnde:11633 --�� - rN (EngTsh US) - Page 8 of 7 WaterSoly BC Safety Data Sheet mminen . e jmgm.. Abbreviations Legend; Acute Tex, 4 Eye Dam. 1 Acute toxicity (oral) Category 4 Skin Corr, iB I H271 I i &kin corrosionlinitation Category 1A — Skin ewosioniirritation Category 1B May Cause Fire or explosion; strong oxidizer Harmful if swallowed — H31d — Causes savers skin bums and eye damage Causes serious eye damage — H332 Harmful if inhaled Usdaimor This document o genaraled tar ilia purpose 0f distributing heahh, safely, arrd enviommeual data. 7ho intortrraliun arm rerrpmrrrendakOns am presented in gaud faith and bekeved to be from reliatve sources, hogever, the ioki malim Is provided wdhoul any wlrfanV expresSeV of implied, regarding its hmtpleleness of accuracy. Some I!Iforn!atian is hem sources other Than dlrecl lest data tm eha motel dM49'a The RYforons et rnvpa.nethadof har�dlrng, storage, use and disposal of the product are beyond our mntml and far this and other reasons, we do nol assema raspons brfity and expressly disclaim liabAlry for loss. «omega. Or expense dri5mg am pier in anyway connected with han dliag, s!Orage, use. or dlaoo_<al of Me prcducY. ALL NON-EMEFIGENCYQUPSTI0NS.3HGUL0 BEBhRE:TEO To CUSTOMER SERVICE (480J 650,6955 Revision dete:09108720fi3 Supersedes:0510312015 Version:1.1 Product Ctsde: t 1639 -- - — l=N (6,9rah US) Page 7 of 7