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HomeMy WebLinkAbout25B - AGMT WITH DN TANKS FOR INSTALLATION AND DESIGNREQUEST FOR COUNCIL ACTION CITY COUNCIL MEETING DATE: FEBRUARY 18, 2020 TITLE APPROVE AGREEMENT WITH DN TANKS, INC. IN AN AMOUNT NOT TO EXCEED $460,800 FOR INSTALLATION AND DESIGN SERVICES FOR FALL ARREST SYSTEMS ON WATER FACILITIES /s/Kristine Ridge CITY MANAGER CLERK OF COUNCIL USE ONLY: UTION ffeAWW ❑ As Recommended ❑ As Amended ❑ Ordinance on 1 st Reading ❑ Ordinance on 2i1 Reading ❑ Implementing Resolution ❑ Set Public Hearing For_ CONTINUED TO FILE NUMBER RECOMMENDED ACTION Authorize the City Manager to execute an agreement with DN Tanks, Inc. for design and installation services for fall arrest systems on water facilities for the three-year period beginning February 18, 2020 through February 17, 2023, with provisions for one two-year extension, in an amount not to exceed $460,800, which includes the contract amount of $384,000 and a 20% contingency of $76,800, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION The City of Santa Ana Public Works Agency Water Division overseas and maintains the daily operations of the Water System and Sanitary Sewer System. The City of Santa Ana's water system has an average daily demand of 43 million gallons (MG) with 45,000 service connections. It is comprised of approximately 444 miles of water main, 45 MG of water storage at seven sites, seven Metropolitan Water District connections, 21 groundwater wells, seven pump stations, and four pressure -regulating stations, and utilizes two pressure zones. The City's sanitary sewer system has approximately 8,000 manholes, 390 miles of sewer mains, and two lift stations. The sewer system collects all sewage and transports it to the Orange County Sanitation District for treatment. On October 3, 2019, the Public Works Agency issued a Request for Proposal (RFP) for qualified engineering firms to provide professional design and installation services for 14 Davit Fall Arrest Systems at seven pump stations and one lift station. Davit systems provide fall prevention and facilitate access to confined space locations for City staff working at water sites. The RFP was advertised on the City's online bid management and publication system, with bids due on October 31, 2019. Twenty-nine firms downloaded the project documents. One proposal was received and evaluated by a selection committee based on criteria as outlined in the RFP. Listed below is the responding firm and their score: 25B-1 Approve an Agreement with DN Tanks, Inc., for Installation and Design Services for Fall Arrest Systems on Water Facilities February 18, 2020 Page 2 FIRM Location Score DN Tanks, Inc. El Cajon 94 In accordance with the RFP, staff recommends awarding a contract to DN Tanks, Inc. (Exhibit 1). Their proposal demonstrated a high technical competency and experience performing similar services. The proposal contained a clear path toward achieving City goals and objectives as required by the RFP. STRATEGIC PLAN ALIGNMENT Approval of this item supports the City's efforts to meet Goal #6 - Community Facilities & Infrastructure, Objective #1 (establish and maintain a Community Investment Plan for all City assets), Strategy C (invest resources and technology to extend the service life of existing infrastructure to protect the City's investment and support a high quality of life standard). ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funds are budgeted and available in the Water Utility Water Production and Supply Account (No. 06017640-62300). Funds are estimated to be spent as follows: Fiscal Year Accounting Unit — Fund Accounting Unit, Account Amount Account No. Descri tion Descri tion Agreement 3-Year Term FY19/20 Water Utility Water Production & Feb. -June 06017640-62300 Water Supply, Contract Services- $64,000 Professional FY20/21 Water Utility Water Production & July - June 06017640-62300 Water Supply, Contract Services- $128,000 Professional FY21/22 Water Utility Water Production & July - June 06017640-62300 Water Supply, Contract Services- $128,000 Professional FY22/23 Water Utility Water Production & July — Feb. 06017640-62300 Water Supply, Contract Services- $64,000 Professional Extension Option FY22/23 Water Utility Water Production & Feb. -June 06017640-62300 Water Supply, Contract Services- $19,200 Professional 25B-2 Approve an Agreement with DN Tanks, Inc., for Installation and Design Services for Fall Arrest Systems on Water Facilities February 18, 2020 Page 3 Fiscal Year Accounting Unit — Fund Accounting Unit, Account Amount Account No. Description Description FY23/24 Water Utility Water Production & July - June 06017640-62300 Water Supply, Contract Services- $38,400 Professional FY24/25 Water Utility Water Production & July — Feb. 06017640-62300 Water Supply, Contract Services- $19,200 Professional Total Amount: $460,800 APPROVED AS TO FUNDS AND ACCOUNTS: Nabil Saba Kathryn Downs, CPA Acting Executive Director Executive Director Public Works Agency Finance and Management Services Agency NS/CB Exhibit: 1. Agreement with DN Tanks for Fall Arrest Systems on Water Facilities 25B-3 EXHIBIT 1 AGREEMENT TO PROVIDE INSTALLATION AND DESIGN SERVICES FOR FALL ARREST SYSTEMS ON WATER FACILITIES THIS AGREEMENT is made and entered into this 18th day of February, 2020 by and between DN Tanks, 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 October 3, 2019, the City issued Request for Proposal No. 19-097, by which it sought a contractor to provide installation and design services for fall arrest systems on water facilities. B. Contractor submitted a responsive proposal that was 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 No. 19-097. 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 Contractor shall perform the services that were described in the scope of work that was included in RFP No. 19-097 and that is attached as Exhibit A, and as further delineated in Contractor's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City agrees to pay, and Contractor agrees to accept as total payment for its services under this Agreement, the rates and charges identified in Exhibit C. The total sum to be expended under the term of this Agreement, including any extension periods, shall not exceed $460,800. This sum is comprised of (1) the base amount of $384,000 and (2) a 20% contingency of $76,800 for additional services at the City's sole discretion. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of perfonnance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. Page 1 of 8 25B-4 3. TERM This Agreement shall commence on the date first written above and terminate on February 17, 2023, unless terminated earlier in accordance with Section 17, below. The tenn of this Agreement may be extended for up to 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 tern of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended norshall 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. 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. Page 2 of S 25B-5 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 frorn 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 $1,000,000 per occurrence, with $2,000,000 in the aggregate. 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 acombined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, ]tired and non -owned automobiles. C. Workers' Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for workers' 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 $1,000,000 per claim with $2,000,000 in the aggregate. e. 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 fill force and 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. Page 3 of 8 25B-6 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 tenninate 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: (I) 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 terns 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 terns 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, 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 Page 4 of S 25B-7 V;t 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 frorn 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 infonnation 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: 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 Executive Director Public Works Agency City of Santa Ana Page 5 of 8 25B-8 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Contractor: DN Tanks, Inc. 351 Cypress Lane El Cajon, CA 92020 Attn: Matthew Ford, P.E, 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 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 Page 6 of 8 25B-9 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 tennination. 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 which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Contractor shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Contractor 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. 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. Page 7 of 8 25B-10 ti 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: W�: J)(' J n M. Funk Assistant City Attorney FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency CITY OF SANTA ANA Kristine Ridge City Manager CONTRACTOR DN Tanks, Inc. � '---0 11 Name: David R. Gourley Title: Executive Vice President #21912v2 �L EXHIBIT A SCOPE OF WORK INTRODUCTION AND BACKGROUND 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 MG with 45,000 services. It is comprised of approximately 478 miles of water main, 45 MG of storage at 5 sites, 7 MWD connections, 21 groundwater wells, 7 pump stations, 4 pressure regulating stations and utilizes 2 pressure zones The City desires to implement Davit Fall Arrest Systems at various water and sewer facilities. The City is soliciting proposals from qualified firms to provide professional engineering services to provide final design and installation services. The City shall select one firm to provide these services. DESCRIPTION OF PROJECT The Contractor's scope of services shall include the following tasks: Task 1 - Project Management: The Contractor shall conduct a kickoff meeting with the City to discuss the goals and objectives for the project. At this kickoff meeting, project reporting/communication protocols will be established, a project schedule will be provided and key issues will be discussed to establish the project guidelines. The Contractor will prepare and lead all meetings and provide meetings minutes. The Contractor shall conduct at least one project team meetings throughout the project duration and include key City staff as well as key sub-Contractors/consultants. The Contractor shall submit an initial schedule with pertinent milestones for the major tasks involved in the Project. The schedule shall be updated monthly, or more often, as required. Task 2 — Design Services: The Contractor's Engineer shall use the Davit Fall Arrest System Feasibility Study (Exhibit 1) as the basis of final design for each Davit Fall Arrest System installation. Final plans shall modify and/or verify the proposed design, propose any changes and install the system, subject to the review and approval of the City. The Contractor's Engineer shall perform final structural calculations to confirm the adequacy of the existing structures to support the proposed fall arrest systems as well as modifying the anchorage designs provided in Exhibit 1 as necessary. A waterproofing design and final details shall be provided for any wall/roof penetrations where waterproofing is required. The Contractors Engineer is expected to respond to all Requests for Information as needed, subject to the review and the approval of the Water Resources Division. City of Santa Ana - RFP 19-097 25B-12 The Contractor's Engineer shall also specify any coatings necessary to protect the system from the elements for the proposed fall arrest system at each installation location. It will be incumbent upon the Contractor to find and review all records, including, but not limited to, the previously referenced "as -built" drawings. The Contractor shall also conduct interviews with appropriate City engineering and operations staff. City staff will assist in the records search as time permits. The Contractor shall provide the following documents to the City: 1. Structural calculations and final drawings/details for the davit system installations per site signed by a licensed Engineer in the State of California. 2. Provide all documentation, including certifications, to certify the proposed Davit Systems as required by the applicable regulatory agencies. 3. Final as-builts of each individual installation. Task 3 — Davit System Installation Services: The Contractor shall provide all materials, installation, testing, certification and related appurtenances for fall arrest protection equipment and systems to be installed. The fall protection system shall be the DBI-SALA Advanced One Piece Adjustable Offset Davit System. The fall protection system shall be installed per the recommendations of Exhibit 1 as well as per the requirements of the final design of each individual installation. The Contractor is expected to coordinate all installations with the Contractor's Engineer for any in -field requests for information. Any potholing or onsite investigation necessary to complete each installation is considered included in this task. System components shall be fabricated and painted at the factory. Where possible, minimal on - site fabrication will be permitted. All installations shall be coordinated with the Water Production Team. Scheduling shall be coordinated with their site operations. at In locations where traffic control is required, the following shall apply: All traffic control, where required, shall conform to the requirements of the latest edition of the "Work Area Traffic Control Handbook" (WATCH, City Standard Plan 1125F (SP1125F), the Manual on Uniform Traffic Control Devices (MUTCD), the current MUTCD California Supplement and these Special Provisions. City of Santa Ana - RFP 19-097 25B-13 1. The Contractor shall maintain at least one open traffic lane in each direction at all time on all streets. Flagmen shall be required when directed by the City. 2. During non -working hours, all lanes shall be opened to traffic. 3. Flashing arrow boards shall be required on arterial streets. Deviation from this requirement will be subject to approval from the Traffic Engine 4. Traffic control plans must be submitted and approved before starting work on any public street, except for the following temporary closures: Temporary single lane closure on 4 or 6-lane arterials may be done per WATCH without submitting a traffic control plan. However, this will require approval from the Traffic Engineer. Temporary closure of local streets may be done per WATCH without submitting traffic control plans. However, this will require approval from the Traffic Engineer. Task 4 — Maintenance and Training The Contractor shall include maintenance for the fall protection system annually for 5 years. Maintenance shall include inspection of the fall protection components, repairs for normal wear and tear, documentation of maintenance provided and certifications of systems as required by applicable regulations. The Contractor/Engineer shall catalogue all the installations and provide an electronic means of storing all pertinent maintenance data, including, but not limited to, maintenance intervals, damage records, maintenance checklists, etc. Within 30 business days after the fall protection system is installed, tested and certified, the Contractor shall provide staff training for use of all the systems. The training shall be scheduled and conducted at the City's request and accommodate the water production staff (11 members). The Contractor shall provide documentation for the training sessions and a program description. For fall protection systems that include anchorage designs that require usage to occur under the supervision of a qualified person as required by California safety regulations, provide training to staff as required for them to be qualified to provide supervision as a qualified person, and furnish documentation of the training provided. Task 5 — Value Added Services The Contractor is invited to identify any additional tasks, inspections, or other services that the Contractor feels should be considered as part of this scope of work. If any value added services are identified, the Contractor shall provide a description of the item as well as a cost associated with this item. The cost will not be considered part of the base fee during the evaluation of the proposals, but may be added at the City's discretion upon award of a contract. ---End of SCOPE OF WORK Section. --- City of Santa Ana - RFP 19-097 25B-14 -�Pl EXHIBIT B RFP NO.: 19-097 Installation and Design Services for Fall Arrest Systems on Water Facilities SUBMITTED TO: City of Santa Ana Public Works Agency 1 215 S. Center Street I Building A Santa Ana, CA 92703 via: PlanetBids System TECHNICAL SUBMISSION SUBMITTED BY: DN TANKS, INC. 351 Cyg �ess Lane, El Cajon, CA 92020 6192 145 www.DNTANKS.com 2 N TANKS Inspection I Rehab I Retrofit P 0 Box 696, El Caton CA 92022 I 619A40.8181 I Fax 619 440 8653 October 31, 2019 City of Santa Ana 1600 West Towne Center Drive South Jordan, UT 84095 Attn: Cesar Barrera, P.E. RE: Request for Proposal for Installation and Design Services for Fall Arrest Systems on Water Facilities City of Santa Ana Public Works Agency Dear Mr. Barrera, DN Tanks has reviewed the documents for the subject project and is pleased to provide the City of Santa Ana with this proposal for the design and installation of the davit fall arrest systems at your reservoir and vault facilities identified in the RFP. We are confident you will find that our team has thoroughly prepared for this project and has the technical expertise and capability to assist the City in making this a successful project. DN Tanks is the world leader in tank storage including over 3,000 tank installation, retrofit, repair and structural modification projects. DN Tanks will leverage this experience to offer the City turnkey design and installation services for water infrastructure appurtenances and has been offering these services to our clients for decades. We believe this makes us a great fit to team with the City for this project. In preparing our cost estimate (provided under separate cover as requested), DN Tanks has included all costs associated with the davit anchor installations in Attachment 2: Fee Schedule. Our pricing is based on the davit systems being designed and installed in a mannersimilarto what is shown in the preliminary feasibility study. In an effort to provide enhanced value to the City, we have provided an additional attachment to the fee schedule with a breakout of the typical DBI-SALA davit system components for the City's consideration. We have structured our proposal in this manner to provide the City with flexibility in deciding how many davit systems to purchase based on the actual needs of your operators. Additionally, we have included a section of Value -Added Services which DN Tanks can provide the City which may be of benefit. We appreciate the opportunity to provide this proposal and look forward to the opportunity of working with you on this important project. Please contact me at (619) 270-4546 if you have any questions or require additional information. Thank you for your consideration. Sincerely, 070-TIMARM M. Matthew Ford, P.E. Regional Manager. CTS Western Region DN TANKS I Concrete Tank Services P.O. Box 696, El Cajon, CA 92022-0696 Main Office 619.440.8181 Direct 619 270.4546 I Cell 781.457.8640 1 Fax 619.440 8653 25B-16 ;511 5p�__k. TANKS Gona,utlanL Stn�]nq en" 11 Teal Road, Vllakefield. NIA I1880 1 781.246 '1133 I Far. 781.224,5163 July 15, 2019 Reference: Bidding and Proposal Submission Documents —Authority to Sign This letter authorizes, during the bidding process and prior to award of a project, the following individuals at DN Tanks, Inc. to execute bid and proposal submission documents in the name of and on behalf of DN Tanks, Inc. Ryan Aldrich Christopher C. Hodgson Joseph G. Pappo Stephen T. Applegate Francis P. Houston Kevin G. Peacock Nicholas K. Belmont Jamie C. Howard Jeffery J. Pfarr TannerT. Bennett Jeremy W. Jacobs Stephen Puo olo Tyler Bernhard Kyle M. Koebbe John Saliho lu Adam P. Blaser Kyle K. Leinin er Christopher A.J. Saxton Matthew D. Ford Terry Marshall Allen M. S eedie Guy S. Frankenfield Corey M. Meyers Sean Sudol David S. Ornduff Ran E. Wessels Sincerely, 855 DWANKS 1 855 3G8.2657 I wwww.clnCauik!; corn 25B-17 0 DN TANKS, INC. Secretary's Certifieate The undersigned, being the duly elected Secretary of DN Tanks, Inc., a Delaware corporation (the "Company") does hereby certify that: The following is a complete, true and correct list of the officers of the Company as of the date set forth below, as elected by the Board of Directors of the Company: Charles E. Crowley President & Chief Executive Officer William F. Crowley Executive Vice President James P. Diggins Vice President Eastern Region Operations Robert J. Walsh Vice President Central Region Construction David Gourley Vice President Unique Projects Thomas P. Christie Senior Vice President Sales & Western Region Operations Stephen Boyle Senior Vice President Estimating Michael Azarela Senior Vice President, Finance; Chief Financial Officer & Treasurer Donna O'Donnell Secretary Stephen M. Kane Assistant Secretary Erin Colliton Assistant Secretary Andrew Minogue Director of Engineering, Assistant Secretary Allen Speedie Assistant Secretary Debra L. Martinez Assistant Secretary JoAnn C. Caster Assistant Secretary IN WITNESS WHEREOF, the undersigned has executed this Certificate as of the 15th day of April, 2019. DN Tanks, Inc. �/J By: (lei try dz4z,— - Donna O'Donnell Secretary 25B-18 RFP NO. 19-097 Installation and Design Services For Fall Arrest Systems On Water Facilities Agreement Statement 25B-19 DN TANKS .Inspection I Rehetx. I Retrofit PC Sox 696, El Calun CA 92022 1 619 440 8101 1 Fax 619 410 8653 October 31, 2019 City of Santa Ana Public Works Agency 215 S. Center Street, Building A Santa Ana, CA 92703 Attn: Cesar Barrera, P.E. RE: RFP for Installation and Design Services for Fall Arrest Systems on Water Facilities Standard Agreement Confirmation DN Tanks has reviewed the standard agreement as shown in ATTACHMENT 4: STANDARD AGREEMENT of the RFP and confirms we concur with terms and conditions of the agreement as shown. Additionally, DN Tanks has reviewed the insurance requirements for this project and confirms our insurance policy meets the minimum requirements outlined. Asample certificate of Liability Insurance as evidence of our coverage can be submitted upon request. Sincerely, nali/C& �ond Matthew Ford, P.E. I Regional Manager, CTS Western Region DN TANKS I Concrete Tank Services P.O. Box 696, El Cajon, CA 92022-0696 Main Office 619.440,8181 Direct 619.270,4546 i Cell 781.457.8640 1 Fax 619.440.8653 www.dntanks.corn 25B-20 `-Y"' Company Background DN Tanks, Inc., specializes in the design and construction of AWWA D110 prestressed concrete tanks used for potable water, wastewater, chilled water and other liquids. With over 90 years of experience, and over 3,000 tanks ranging in capacity from 40,000 gallons to 40 million gallons, DN Tanks offers expanded construction capacity, unmatched technical expertise and proficiency in multiple types of proven tank designs to provide customized storage solutions. Our tanks are designed to meet varying project requirements with the ability to withstand seismic activity, extreme climates, and severe site conditions. Our mission to drive the quality of our work inside and out, is simply to make every tank we build a source of pride, for us and for our customers. It's our commitment to quality, durability, and to delivering long-term value that lasts for generations. CTS (Concrete Tank Services) is a division of DN Tanks who shares our commitment to quality and customer service. CTS inspects, rehabilitates and retrofits all types of concrete tanks. ON Tanks... Generations Strong ON Tanks US Operational Centers Corporate Headquarters Project Management Office West Operations Center East Operations Center Central Operations Center 351 Cypress Lane 11 Teal Road Wakefield, 410 East Trinity Boulevard P.O. Box 696 MA 01880 Telephone: Grand Prairie, TX 75050 El Cajon, CA 92020 781.246.1133 Telephone:972.823.3300 Telephone:619.440.8181 ON Tanks Regional Offices New York Mid -Atlantic Mid -Central Midwest 315.930.2325 443.293.7576 812.558.0001 701.540.4295 Central States South TX No. California Pacific Northwest 913.681.6006 361.541.5560 916.426.5838 503.323.2000 State of California Secretary of State CERTIFICATE OF STATUS ENTITY NAME: DN TANKS, INC. FILE NUMBER: C3395161 F.EGISTRATION DATE: 07/06/2011 TYPE: FOREIGN CORPORATION JURISDICTION: DEL -AWARE STATUS: ACTIVE (GOOD STANDING) I, ALEX PADILLA, Secretary of State of the State of California, hereby certify: The records of this office indicate the entity is qualified to transact intrastate business in the state of California. No information is available from this office regarding the financial condition, business activities or practices of the entity. NP-25 fAEV 0."918) IN WITNESS WHEREOF, I execute this certificate and affix the Great Seal of the State of California this day of April 19, 2018.. A.LEX PADILLA Secretary of State CFG 25B-23 DN Tanks Design Build Team DN Tanks intends to self -perform all design and installation work for the davit system installation with exception of Bid items 1 & 2 for the steel tanks. DN Tanks intends to subcontract the design and installation of the steel tank roof davits (1& 2) to Crosno. Crosno is a steel tank specialty contractor that has extensive experience designing and installing steel tanks and tank appurtenances. Enclosed, please find DN Tanks resumes for our engineering, construction and management team for the design and installation of the davit systems. Page 1 of 1 25B-24 �' N TANKS OYK end Natgun Generations Strong 351 Cypress Lane, El Cajon, CA 1 619.440.8181 Matthew D. Ford, P.E. Regional Manager, CTS Western Region Professional Experience DN Tanks, El Cajon, California (DYK Incorporated merged ivith Natgun Corporation to form DN Tanks, Inc. in December 2010) 2019-Present Regional Manager, CTS Western Region — Responsible for performing inspections of new and existing tanks, preparation of reports with findings, making recommendations for repair procedures and client liaison for inspection, retrofit and repair projects in the Western US. Additionally, responsible for assisting in the development and execution of repair projects including plan and specification review and development, estimating, monitoring costs and quality control. 2013-2019 Regional Estimator —Responsible for managing project bids, quantity takeoffs, cost estimation and managing the scope of work delineation with subcontractors and prime contractors. Provides support for project development through construction feasibility planning, plan and specification reviews, site visits and site layouts. 2012-2013 Project Engineer — Provide office and field assistance to project managers and superintendents. Responsible for preparing concrete mix designs and other project submittals, making site progress and quality control inspections, preparing shoring drawings and site layouts, checking material purchase orders and issuing request for quotations and subcontractor purchase orders. 2009 — 2012 Cooperative Education Student - Responsible for assisting in the management of both the estimating and execution of new tank and repair projects in both the office and the field. Education Northeastem University, Boston, MA B.S. in Civil Engineering Acereditations Registered as a Professional Engineer in the state of California. 25B-25 14f OYK and Natgun Generation. Strong Michael J. Dufresne, P.E. Construction Manager Professional Exuerience DN Tanks, Inc., El Cajon, CA (DYKlncoiporated merged with Natgun Corporation to form DNTanks in December 2010) 2018 - Present Construction Manager — Responsible for overseeing DN Tanks' Western construction division including all office and field persoinel related to construction. 2003 - 2018 Project Manager — Responsible for organizing, directing, and executing DN Tanks' projects in accordance with contract drawings and specifications, DN Tanks final tank drawings, and DN Tanks' Construction and Safety procedures. Responsible for all submissions to the consulting engineer, including monthly pay requisitions, shop drawing submittals, material specification submittals, etc. Act as a liaison between DN Tanks management and the field personnel, discussing and acting on all aspects of DN Tanks' projects. Attend project management meetings, prepare site layout plan, obtain subcontractors for various portions of the work, monitor quality control and safety through daily communication with the superintendent, and periodic site visits. Act as DN Tanks representative to the project owner and engineer striving to maintain their satisfaction while maintaining DN Tanks' interests. 2000 — 2003 Project Engineer — Provides office support to project managers. Evaluates and issues request for quotes and purchase orders. Prepares concrete mix design submittals; checks Natgun material purchase orders; prepares shoring drawings and site layouts; prepares Natgun and subcontract submittals; obtains ready -mix supplier bid information; snakes site progress and quality control inspections; snakes daily manpower entries and projections. Northeastern University, Boston MA 1998 - 2000 Cooperative Education Program Assignments Camp, Dresser & McKee, Inc., Fort Lauderdale, FL — Assisted in the design and testing of a membrane water treatment plant for the City of Boca Raton. Under the supervision of the Project Engineer, assisted in testing and recording data of the membrane pilot plant at the water treatment plant. Assisted with the design of the high service pump building, degasifying unit, and strainers for the membranes. Simpson, Gumpertz and Heger, Inc., Arlington, MA — Responsible for the monitoring of waterproofing repairs under the supervision of the project engineer. Completed flood tests, daily field reports, and documentation of the job site. Assisted in the laboratory with the testing of materials, including compiling reports and quantity take -offs. Assisted on investigative work for a roof collapse. 25B-26 5p Michael Dufrense Construction Manager Page l M. DeMatteo/Flatiron, East Boston, MA — Worked on the I-90 Logan Interchange project. Responsibilities in the field included thennocouplers, concrete cylinders, work trend charts, surveying, material quantity take -offs, and plan analysis. Office responsibilities included working for the Senior Project Engineer on revenue and cost reports, and acting as a liaison with subcontractors and the owner. Education Northeastern University, Boston MA Master of Science in Structural Engineering Bachelor of Science in Civil Engineering Professional License Registered Professional Engineer in Maine Awards and Honors Member -Chi Epsilon Honors Society Member -Engineer in Training (EM 25B-27 ®N TANKS ❑YK end Natgun Generations Strong 351 Cypress Lane, El Cajon, CA 1 619.440.8181 1 Fax 781.224.5163 2013-Present Andrew Christy Project Manager Professional Experience DN Tanks, El Cajon, California (DYK btcatporated nveiged with Natgun Corporation to jorwi DNTa)iks, Inc. in Deceruber 2010) Project Manager — Responsible for project management and construction operations. Primary responsibility is profitable and timely project completions consistent with quality standards. Provide support to field during the course of projects as necessary. Project Engineer — Supervise construction projects including the building of the prestressed tank, set-up and operation of wrapping equipment for strand wrapping and stressing, shotcrete and sandblasting, and vertical stressing of threadbare. Responsible for scheduling, hiring of project employees, project purchasing, quality control, safety and project costs. Education Accreditations 25B-28 ®N TANKS Generations strong 351 Cypress Lane, El Cajon CA 1 619.440.8181 1 Fax 781.224.5163 2001—Present 1998-2001 Brett Crockett Superintendent Professional Experience DN Tanks, Inc., El Cajon, CA (DYKlnco)porated nierged with Aratgan Corporation to form DNTank, Inc. in December 2010) Project Superintendent: Responsible for project completion within budget, in compliance with contract specifications, with high quality, and on time. Consults with the Project Manager, and provides recommendations as necessary to improve project performance. Is the Company representative at the job site, and is in charge of all operations including Natgun Safety Program. Position reports to the Construction Manager. Laborer: Responsible for completing all work required throughout the phases of the tank building process. Education and Certifications First Aid/CPR 7/8/19 Crane Signal Person 12/11/20 ACI Nozzleman 9/15/22 25B-29 ®N TANKS Generations strong 351 Cypress Lane, El Cajon CA 1 619.440.8181 1 Fax 781.224.5163 Karl C. Kuebitz, P.E. Senior Design Engineer Professional Experience DN Tanks, Inc., El Cajon, CA (DYK Incoipm oted merged ivith Nntgun Coiparrtion to joint DN Tiuwks in Deceneber 2010) 2017—Present Senior Design Engineer — Responsible for final design calculations and computer -generated drawings for precast, prestressed concrete water and wastewater tanks. Development, management, and maintenance of DN Tanks' design procedures for tank mixing systems and baffle wall systems. Provide technical support to DN Tanks' clients for mixing and baffling systems using both case studies and Computational Fluid Dynamics (CFD). Responsible for the management of three design engineers. 2009 — 2017 Branch Manager/Project Manager — Responsible for organizing, directing, and executing DN Tanks' projects in accordance with contract drawings and specifications, DN Tanks final tank drawings, and DN Tanks' Construction and Safety procedures. Direct charge of projects in the areas of quality, safety, cost, and scheduling. Responsible for all submissions to the consulting engineer, including monthly pay requisitions, shop drawing submittals, material specification submittals, etc. Act as a liaison between DN Tanks management and the field personnel, discussing and acting on all aspects of DN Tanks' projects. Attend project management meetings, prepare site layout plan, obtain subcontractors for various portions of the work, monitor quality control and safety through daily communication with the superintendent, and periodic site visits. Act as DN Tanks' representative to the owner and engineer striving to maintain their satisfaction while maintaining DN Tanks' interests. 2004-2009 Associate Engineer — Responsible for the design, analysis and project management of prestressed concrete reservoirs. Design and analysis of liquid retaining structures based on the most current editions of the IBC, ACI-350, AWWA-D110. Design reservoir ancillary structures including ladders, stairs, guardrails, pipe brackets and support structures. Perform design compliance inspections for all stages of prestressed concrete tanks including foundations, floor slabs, prestressed and reinforced concrete walls, columns, roof slabs, and roof slab shoring. Acted as the principal design engineer for 21 prestressed concrete tanks at the New Doha International Airport, Qatar. Direct contact with clients to determine their needs and suggest appropriate and cost- effective solutions. Responsible for the manufacturing of miscellaneous appurtenances for project development. 25B-30 1�s Karl Kuebitz, P.E. Senior Design Engineer Page 2 2002-2004 Assistant Engineer — Assists in the preparation of design submittals of prestressed concrete reservoirs, steel walkways, access bridges, stair towers, etc. Elaboration of calculations, drawings and shop drawings. Assist the construction department with material quantity take -offs. Education University of California, San Diego, La Jolla, CA M.S. in Structural Engineering Brigham Young University, Provo, UT B.S. in Civil and Environmental Engineering Accreditations Registered as a Professional Engineer in the State of Utah Registered as a Professional Engineer in the State of California Registered as a Professional Engineer in the State of Wyoming Registered as a Professional Engineer in the State of Idaho Registered as a Professional Engineer in the State of Hawaii Registered as a Professional Engineer in the State of Colorado Registered as a Professional Engineer in the State of Montana Memberships Associate Member of ACI 350 "Environmental Engineering Concrete Structures" Associate Member of ACI 372 "Circular Concrete Structures Prestressed by Wrapping with Wire or Strand" Member of American Concrete Institute (ACI) Member of American Society of Civil Engineers (ASCE) Publications "Design Considerations for Large Prestressed Water Reservoirs", Structural Engineering Institute, 2008. "Development and Calibration of Columna, a Windows Windows® -based Moment -curvature Program for Columns of Arbitrary Cross -sections," University of California, San Diego, 2002. 25B-31 N TANKS Generations Strang 351 Cypress Lane, El Cajon, CA 1 619.220.9191 1 Fax 781,224,5163 Daniel Wallace Safety.Director/Quality Control Manager Professional Experience DN Tanks, Inc., El Cajon, CA (DYKlncotpo)-cttion merged with Natgan Corporation 10forms DN7anks in December?010) 2004-Present Safety Director —Primary responsibility is to ensure a safe work environment for all DN Tanks employees. Adopt a pro -active approach to safety that helps prevent employee injuries. Provide safety leadership that moves the company in the needed direction to establish a "Safety Culture". Develop, maintain, and implement a written safety and health program that ensures all company goals are met and that the program complies with all local, state, federal, owner and contractor rules and regulations. Create safety training programs used by project supervisors to provide day-to-day safety training for project employees. Provide safety training for employees and management. Review company construction procedures and create written safe work practices for each procedure. Provide safety meetings for employees to educate them on useful information in providing a safe place to work. Review sub -contractor safety programs and procedures. Work with contractors and owners to maintain a safe work enviromnent. Actively participate with a network of safety professionals to stay current with safety ideas and practices. Develop and organize required safety documentation. Maintain a system for safety documentation that meets regulatory requirements. Conduct company safety audits that provide positive feedback for safe work practices and also to find hazards that need to be corrected. Help company employees correct all known hazards and develop safe work practices in order to eliminate those hazards in the future. Create accounts and relationships with suppliers and manufactures to provide the company with the equipment needed to protect our employees. Instruct employees on the proper methods to wear safety equipment. Coordinate and administer the company's workers compensation. Work with the insurance company's Claims Department to quickly facilitate all workers compensation claims. Skaar Construction Inc., Auburn, WA 05102 — 08104 Safety Director/Project Manager — Responsible for the safety operations of the company. Develop and implement Safety and Health Program. Train and educate employees and management on current safe work practices. Prepare and maintain all required safety documentation. Coordinate and assist sub -contractors with all safety issues. Develop relationships with project owner and general contractor and address any concerns. Purchase, inspect and train employees in the proper use of safety equipment. Assist 25B-32 05101-05102 Daniel Wallace Sq%ty Directw/Qaalily Control Manager Page 2 management and employees with finding and eliminating safety problems. Prepare and conduct safety inspections and safety audits. Perform all aspects of construction project management. Responsibilities include, but are not limited to, estimating, scheduling, and ordering of material for the construction of pre -stressed concrete reservoirs. Duties also include reviewing engineering drawings, rebar detailing drawings, submittals, project specifications, contracts and sub -contracts. W.G Clark Construction Company, Seattle, WA Safety InspectoMQuality Control (Internship) — Perform job site audits. Plan and facilitate safety meetings and training. Gain proficiency in Washington Administrative Codes relevant to construction safety and building safety regulations. Monitor quality of waterproofing and building envelope. Coordinate with subcontractors to complete installation of building envelopes. Education University of Washington, Seattle, Washington Safety and Health Specialist Certifications Certified OSHA 10 and 30 Hour Construction Trainer Certified Fall Protection Trainer (OSHA & Manufacture) Certified Forklift Trainer OSHA General Industry Regulations Certificate OSHA Construction Regulations Certificate Hazardous Materials Certificate Excavation, Trenching, and Soil Mechanics Certificate Respiratory Protection Certificate Guide to Industrial Hygiene Certificate CPR/First Aid Certified Flagger Safety and Health Continuine Education Personal Protective Equipment, Residential Construction, Accident Investigation, Accident Prevention, Scaffold Safety, Lead exposure reduction plans, Ergonomics for construction, Confined space entry, Respiratory protection, Concrete Pumping, Mobile Crane Operator, Post injury Management, Rigging fundamentals Memberships National Safety Council (NSC) American Society of Safety Engineers (ASSE) 25B-33 RFP NO. 19-097 Installation and Design Services For Fall Arrest Systems On Water Facilities Scope of Services 25B-34 Understanding of Scope of Services a. Scope of Work The planned scope of work forthis project consists of designing and installing davit fall arrest systems at 14 locations throughout the City of Santa Ana's Water infrastructure system at both reservoir and vault facilities. DN Tanks has a firm understanding of the project requirements and logistics for executing this type of project. The preferred system to be installed for the City is the DBI-SALA One Piece Adjustable Offset Davit System. DN Tanks has installed DBI-SALA davit systems dozens of times over the years, and we install a similar system on many of our new water tank construction projects on the West Coast for use by our construction crews. Our pricing is based on the davit systems being designed and installed in a manner similar to what is shown in the preliminary feasibility study, but as part of your selection process or during design we would offer value engineering options for the City's consideration. If you would like to discuss these options, we would be happy to review in person with the City. b. Project Coordination Overview Below is an overview of the coordination steps that DN Tanks would perform to ensure a successful project. 1) Conduct a kick off meeting with the City to discuss goals, objectives and critical schedule milestones for the project. 2) Review as -built information for each davit site to confirm viability of the design. 3) Conduct site visits for each proposed davit system site to confirm existing conditions. 4) Submit davit system designs (calculations and details) for review and comment by the City. 5) Conduct a follow up meeting with the Cityto review questions, confirm acceptance of the davit anchor designs and confirm installation schedule for the davit anchors. 6) Install davit anchors per the project schedule. 7) Conduct training for City personnel on using the DBI-SALA davit system. a. Training will be coordinated and setup by DN Tanks and provided by 3M, the supplier of the DBI-SALA davit system, with support from DN Tanks. 8) Provide annual inspection and maintenance for normal wear and tear for five (5) years including documentation. c. Project Site Safety The #1 priority at DN Tanks is to complete each and every project with ZERO accidents or injuries and provide our employees a work environment free from all recognizable hazards. In our effortto achieve a goal of zero accidents/injuries on every project, DN Tanks employees and our Subcontractors are required to follow a thorough site -specific safety plan throughout Page 1 of 3 25B-35 the construction of the project. This safety plan is implemented and managed on -site by our Superintendent and includes documented onsite training for all employees on topics such as: the proper use of personal protection equipment, emergency evacuation and rescue, material handling, rigging, crane signaling, heat illness prevention, confined space, fall protection, ladder safety and other topics as required to educate employees on safe work practices for job activities to be performed. Employees will also be trained on the proper use of power tools and equipment. Additionally, all aerial lift or forklift operators on DN Tanks jobsites are required to have current certifications. DN Tanks conducts dailysafety meetings and daily stretch and flex programs designed to help employees "loosen up' before work each day. During the morning safety meeting, a task hazard analysis will be reviewed and will be completed with the involvement of the entire crew. On a weekly basis, a 9-page site safety inspection report will be completed and shared with the crew. The site inspection report is a complete inspection of all work including excavations, equipment, tools, overall housekeeping, PPE, fall protection, etc. Any hazards that are identified during the safety inspection will be fixed immediately. All DN Tanks management staff including the Project Manager, Superintendent and Foreman have current CPR and First Aid certificates to assist in the event of an injury. Additionally, all DN Tanks Superintendents have completed OSHA 30 Hour Training course to supplement their CPR and First Aid Training. d. Critical Coordination Items During our review of the logistics of this project, our team identified four (4) of the 14 davit system installations that will require significant coordination from the City and may impact the City's water operations. The four (4) include: 1) Davit 1— West Pump Station (Steel Tank Roof Connection) 2) Davit 2 — East Pump Station (Steel Tank Roof Connection) 3) Davit 3 —South Pump Station (Concrete Precast Panel Tank Roof Connection) 4) Davit 12 —Cambridge Pump Station (Concrete Precast Panel Tank Roof Connection) Based on the detailing shown in the preliminary feasibility study, these four (4) reservoirs will need to be drained and taken out of service for the installation of the davit system to the roof. The steel tank roofs require welding to take place on the underside of the roof which must be performed inside the tank. Additionally, welding of the steel tank roof will require touching up the coating on the underside of the roof for corrosion protection. The precast concrete roofs are shown with through bolts and nuts being installed on the underside of the roof which also must be installed inside the tank. DN Tanks has design concepts as well as alternate means and methods that may allow the concrete tanks with precast roofs to stay in service during the installation, but existing conditions and means and methods would need to be reviewed and verified to confirm feasibility. During the site investigations and design analysis, DN Tanks would investigate Page 2 of 3 25B-36 7z5v these options in an effort to try and eliminate the need forth e City to drain the two concrete reservoirs with precast concrete roofs. DN Tanks proposal pricing includes performing work inside of the drained tanks in accordance with the preliminary design details. DN Tanks base price in Attachment 2: Fee Schedule does not include the cost of disinfecting the tank, however a breakout price for tank disinfection has been included in an Appendix to the Fee Schedule with additional pricing. We assume that the City will be responsible for all filling and draining of these tanks for the work to be performed. e. Assumptions and Clarifications DN Tanks has assumed the following items in preparing our pricing: 1) Tank draining and filling to be provided by the City. 2) Cleaning of the tanks is not included in DN Tanks price but can be provided for an additional fee. 3) It is assumed there are no utilities that need to be relocated in order to install the davit anchor support system as shown in the preliminary feasibility study. Relocation of utilities or design alterations to avoid existing utilities is considered a changed condition. a. DN Tanks will conduct a review of the as-builts and existing site conditions to confirm existing conditions. 4) It is assumed there will be no rock excavation. Rock excavation will be a changed condition. 5) Special inspection, if required, to be provided by the City at no cost to DN Tanks. Page 3 of 3 25B-37 0 &� Statement of Experience - Partial List Tom% Fall Protection and Access Retrofits for Water Tanks Additional Experience Available Upon Request Chadron, NE, USA Owner: City of Chadron Year Repaired: 2019 Engineer: Baker & Associates 1 -1.00 MG (110.00 FT ID x 14.00 FT SWD) Project Type: Access Retrofit Fenton, MI, USA Owner: City of Fenton Year Repaired: 2019 Engineer: 1 -1.00 MG (82.00 FT ID x 20.00 FT SWD) Project Type: Fall Protection and Access Retrofit Annapolis, MD, USA Owner: City of Annapolis Year Repaired: 2018 Engineer: GHD, Inc. 1 - 3.00 MG (130.00 FT ID x 30.00 FT SWD) Project Type: Fall Protection and Access Retrofit Aurora, NY, USA Owner: Town of Aurora Year Repaired: 2018 Engineer: Wendel - Headquarters 1 - 0.28 MG (56.00 FT ID x 15.00 FT SWD) Project Type: Fall Protection Retrofit Galveston, TX, USA Owner: City of Galveston, Purchasing Department Year Repaired: 2018 Engineer: Dannenbaum Engineering Corporation 2 - 3.40 MG Project Type: Fall Protection and Access Retrofit Topsfield, MA, USA Owner: Topsfield Water Department Year Repaired: 2018 Engineer: 1 - 0.50 MG (60.00 FT ID x 24.00 FT SWD) Project Type: Access Retrofit West Boylston, MA, USA Owner: West Boylston Water District Year Repaired: 2018 Engineer: ON Tanks 1 -1.25 MG (96.00 FT ID x 23.00 FT SWD) Project Type: Access Retrofit Chelmsford, MA, USA Owner: Chelmsford Water District Year Repaired: 2017 Engineer: 1 -6.00 MG (150.00 FT ID x 46.00 FT SWD) Project Type: Fall Protection and Access Retrofit Forward Township, PA, USA Owner: Municipal Authority of Westmoreland County Year Repaired: 2017 Engineer. Gibson -Thomas Engineering Co., Inc. 1 - 0.40 MG (60.00 FT ID x 19.00 FT SWD) Project Type: Access Retrofit Londonderry, NH, USA Owner: Manchester Water Works Year Repaired: 2017 Engineer: 1 - 2.00 MG (92.00 FT ID x 40.00 FT SWD) Project Type: Access Retrofit Northbridge, MA, USA Owner: Whitinsville Water Company Year Repaired: 2017 Engineer: 1 -1.50 MG (90.00 FT ID x 37.00 FT SWD) Project Type: Fall Protection and Access Retrofit Osterville, MA, USA Owner: Centerville-Osterville Water District Year Repaired: 2017 Engineer: 1 - 2.00 MG (130.00 FT ID x 20.00 FT SWD) Project Type: Access Retrofit Rry Wle lW7 19 PM1phdry anJmnftleMalMennalm lNmmalmmnlanNM1vuel6�lpyq��le�gnmgefey/Iw Neuss of lM1em4u'¢eOpelAnnd'eWenWw p j Statement of Experience - Partial List T'.NKS Fall Protection and Access Retrofits for Water Tanks Additional Experience Available Upon Request Palos Heights, IL, USA Owner: City of Palos Heights Year Repaired: 2017 Engineer: 1 -1.00 MG ) Project Type: Fall Protection and Access Retrofit Reading, PA, USA Owner. Reading Area Water Authority Year Repaired: 2017 Engineer: 1 - 13.00 MG x 27.00 FT S WD) Project Type: Fall Protection and Access Retrofit Richland Center, WI, USA Owner: City of Richland Center Year Repaired: 2017 Engineer: MSA Professional Services 1 - 0.50 MG (60.00 FT ID x 25.00 FT WH) Project Type: Fall Protection and Access Retrofit Ridgewood, NJ, USA Owner: Ridgewood Water Year Repaired: 2017 Engineer: D. J. Egarian & Associates 1 -2.00 MG (100.00 FT ID x 10.00 FT SWD) Project Type: Fall Protection and Access Retrofit Rockwall, TX, USA Owner: North Texas Municipal Water District (NTMWD) Year Repaired: 2017 Engineer. Huitt-Zollars, Inc. 1 - 2.00 MG (100.00 FT ID x 17.00 FT SWD) Project Type: Fall Protection and Access Retrofit Syracuse, NY, USA Owner: Onondaga County Water Authority Year Repaired: 2017 Engineer: 1 - 2.00 MG (106.25 FT ID x 31.50 FT SWD) Project Type: Fall Protection and Access Retrofit Tonawanda, NY, USA Owner: Erie County Water Authority WTP Year Repaired: 2017 Engineer: Wendel - Headquarters 1 - 4.00 MG (187.00 FT ID x 20.00 FT SWD) Project Type: Fall Protection and Access Retrofit Bedford Park, IL, USA Owner: Village of Bedford Park Year Repaired: 2016 Engineer: Engineering by Owner 1 - Project Type: Access Retrofit Colorado Springs, CO, USA Owner: Colorado Springs Utilities Year Repaired: 2016 Engineer: AECOM 1 - 0.50 MG (60.00 FT ID x 26.80 FT SWD) Project Type: Fall Protection and Access Retrofit Medina, NY, USA Owner: Village of Medina Year Repaired: 2016 Engineer: Wendel - Headquarters 1 - 3.00 MG (120.00 FT ID x 35.50 FT SWD) Project Type: Access Retrofit Novi, MI, USA Owner: Detroit Water & Sewerage Dept. (Main Office) Year Repaired: 2016 Engineer: Greeley & Hansen, LLC 1 -10.00 MG (200.00 FT ID x 42.00 FT SWD) Project Type: Fall Protection and Access Retrofit Palos Heights, IL, USA Owner: City of Palos Heights Year Repaired: 2016 Engineer: Morris Engineering, Inc. 1 -1.00 MG (80.00 FT ID x 26,60 FT SWD) Project Type: Fall Protection and Access Retrofit xwmoeu lmm" V Sterling, MA, USA Year Repaired: 2016 1 - 0.72 MG (90.00 FT ID x 15.00 FT SWD ) Aberdeen, SD, USA Year Repaired: 2015 1 - 5.00 MG (190.00 FT ID x 24.00 FT SWD ) Adams, MA, USA Year Repaired: 2015 1 - 2.00 MG (100.00 FT ID x 35.00 FT SWD ) Manlius, NY, USA Year Repaired: 2015 1 - 0.50 MG Willoughby, OH, USA Year Repaired: 2015 1 - 5.00 MG (165.00 FT ID x 33.00 FT SWD ) Ridgewood, NJ, USA Year Repaired: 2014 1 - 2.00 MG (130.00 FT ID x 20.00 FT SWD ) Tobyhanna, PA, USA Year Repaired: 2014 2-0.60MG (68.00FTIDx22.00FTSWD) Statement of Experience - Partial List Fall Protection and Access Retrofits for Water Tanks Additional Experience Available Upon Request Owner: Sterling Public Works Dept. Engineer: AP Associates, Inc. Project Type: Access Retrofit Owner: City of Aberdeen Engineer: Banner Associates, Inc. Project Type: Fall Protection and Access Retrofit Owner: Adams Fire District Engineer: Project Type: Fall Protection and Access Retrofit Owner: Onondaga County Water Authority Engineer: Project Type: Access Retrofit Owner: Lake County Department of Utilities Engineer: CT Consultants Project Type: Access Retrofit Owner: Ridgewood Water Engineer: Project Type: Fall Protection and Access Retrofit Owner: Tobyhanna Army Depot Engineer: Project Type: Fall Protection and Access Retrofit Rro Ne /y�ry ^ �r(r iW2v19 a!-5 a,a,uy.,eoMra.mm�wm:,.., mia.,am�m.n,Kew.m4�4.a��, is me �,eaie„w�o....m=v.,m oo in:o Statement of Experience - Partial List California Municipal Public Works Projects Additional Experience Available upon Request Brentwood, CA, USA Owner: City of Brentwood Year Built: 2019 Engineer: Coleman Engineering 1 - 3.00 MG (166.50 FT ID x 19.71 FT SWD x 24.00 FT WH) Riverside, CA, USA Year Built: 2019 1 - 1.20 MG (86.00 FT ID x 28.17 FT SWD x 33.50 FT WH) Owner: Western Municipal Water District (W MWD) Engineer: Albert A. Webb Associates (Riverside) Thousand Palms, CA, USA Owner: Coachella Valley Water District Year Built: 2019 Engineer: Krieger & Stewart 1 -10.00 MG (234.83 FT ID x 32.00 FT SWD x 41.00 FT WH) Castro Valley, CA, USA Year Built: 2018 1 -9.00 MG (200.00 FT ID x 39.00 FT SWD x 45.50 FT WH) Lakeside, CA, USA Year Built: 2018 1-1.67MG(115.00FTIDx22.00FTSWDx25.DOFTWH) Modesto, CA, USA Year Built: 2018 1 -4.20 MG (180.00 FT ID x 22.50 FT SWD x 23.50 FT WH) Oakland, CA, USA Year Built: 2018 1 - 1.00 MG (92.00 FT ID x 23.13 FT SWD x 28.38 FT WH) Santa Paula, CA, USA Year Built: 2018 1 - 3.00 MG (137.00 FT ID x 28.00 FT SWD x 36.00 FT WH) Suisun, CA, USA Year Built: 2018 1-1.78MG(100.00FTIDx31.00FTSWDx35.75FTWH) Tulare, CA, USA Year Built: 2018 1 - 2.00 MG (100.00 FT ID x 35.00 FT SWD x 37.00 FT WH) Tulare, CA, USA Year Built: 2018 1 -1.50 MG (100.00 FT ID x 26.00 FT SWD x 27.50 FT WH) Owner: East Bay MUD (Main) Engineer: Engineering by Owner Owner: Padre Dam Municipal Water District Engineer: Michael Baker International (RBF Consulting) Owner: City of Modesto (Main office) Engineer: Northstar Engineering Group, Inc. Owner: East Bay MUD (Main) Engineer: Engineering by Owner Owner: City of Santa Paula Engineer: Jensen Design & Survey, Inc. Owner: Solano Irrigation District Engineer: Summers Engineering, Inc. Owner: City of Tulare Engineer: Carollo Engineers Owner: City of Tulare Engineer: Carollo Engineers Vacaville, CA, USA Owner: City of Vacaville Year Built: 2018 Engineer: Tetra Tech, Inc. (San Dimas) 1 - 0.55 MG (64.00 FT ID x 26.00 FT WH) a�toa: wnvmta o'Ww,pun •na�neme,two-m, mmm,m�ma�eexe.esm. awemdon*.�.wu,w,emmae wma,�dm.:unomma<rw,ar,,.e-m,o 25B-42 ®N U Vacaville, CA, USA Year Built: 2018 1-2.00MG(134.00FTIDx20.00FTSWDx23.33FTWH) Cypress, CA, USA Year Built: 2017 1 - 0.89 MG (55.00 FT ID x 49.92 FT SWD ) Escondido, CA, USA Year Built: 2017 2 -1.00 MG (84.00 FT ID x 25.00 FT SWD x 28.00 FT WH) Irvine, CA, USA Year Built: 2017 1-2.54MG(139.00 FT ID x 22.00 FT SWD x 25.75 FT WH) Sacramento, CA, USA Year Built: 2017 1-4.00MG(77.00FTIDx30.00FTSWDx34.00FTWH) San Mateo, CA, USA Year Built: 2017 1 - 3.86 MG (157.92 FT ID x 27.00 FT SWD x 35.00 FT WH) Statement of Experience - Partial List California Municipal Public Works Projects Additional Experience Available Upon Request Owner: City of Vacaville Engineer: NV5 (Nolte Vertical Five) Owner: Cypress College Engineer: 132S Engineering Owner: City of Escondido - Engineering Department Engineer: Black & Veatch Owner: Irvine Ranch Water District (Main Office) Engineer: Klelnfelder Owner: City of Sacramento (main office) Engineer: West Yost Associates (Davis) Owner: California Water Service Company Engineer: Engineering By Owner Rry Da lW.R P,gneBryaM¢nAtlwpaliM�mitlon lnloimahvmm�imMMgn��tr(jl i MWtly lw WuvollM auTomeltivIDmYhleEmtln,o RFP NO, 19-097 Installation and Design Services For Fall Arrest Systems On Water Facilities References 25B-44 rr�® ON TANKS �Nk.® Appendix ATTACHMENT 3: 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 Oceanside Contact Individual: Greg Keppler (now at Vista Irrigation District) Address: 300 North Coast Highway Phone Number: (760) 597-3136 Oceanside, CA 92054 Facsimile Number: Contract Amount: $1.OM - $1.5M Each Year: Oceanside: 2014-2015 & 2017-2018 Several Projects Description of supplies, equipment, or services provided: Seismic upgrades, access and safety improvements & new tank construction Reference Customer Name: Whitinsville Water Company Contact Individual: Randy Swigor Address: 44 Lake Street Phone Number: (508) 234-7358 Whitinsville, MA 01588 Facsimile Number: Contract Amount: $47,900.00 Year: 2017 Description of supplies, equipment, or services provided: Design and installation of access and security improvements Reference Customer Name: City of Haverhill Contact Individual: Rob Williamson Address: 4 Summer Street Phone Number: _(207) 523-1403 Haverhill, MA 01830 Facsimile Number: ContractAmount: $142,424.00 Year: Description of supplies, equipment, or services provided: Design and installation of access and security improvements THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. PROPOSALS THAT DO NOT CONTAIN THIS FORM WILL BE CONSIDERED NONRESPONSIVE. City of Santa Ana - RFP 19-097 Page 18 of 34 25B-45 _�p We can inspect, rehabilitate or retrofit any concrete liquid storage tank. We do it every day. Concrete Tank Services Inspection I Rehab I Retrofit Concrete Tank Services InspeCU,on I Rehab I RetroFtl For more than 80 years, ON Tanks has led the industry in the design and construction of all types of prestressed concrete storage tanks. We stake our reputation on our unique combination of product excellence and unparalleled customer service. Nobody is more passionate about concrete tanks. In fact, our Concrete Tanks Services (CTS] division started in response to frequent requests from tank owners and engineers looking for someone to solve a problem. Whether it was due to a change in local codes, safety requirements or water quality concerns, we had the reputation and expertise to help them out — even if we didn't build it. Before we knew it we were providing inspection, rehabilitation and retrofit services on a regular basis. D ONTRNKSCTS.CONI SEISMIC UPGRADES ON Tanks offers proven experience in reumfitCmp all types of concrete tanks far seismic code compliance. 9 25B-47 o Complete Structural Evaluation o Code/Standards Compliance Testing o Coating Evaluations o Photographic and/or Video Documentation o Comprehensive Evaluation Reports Sealed by a Registered Professional Engineer Rehab Services o Interior/Exterior Cleanings o Crack Repair o Epoxy Injection o Interior/Exterior Coatings o Structural Repairs o Patching of Deteriorated Concrete o Leak Remediation Retrofit Services o Additional Inlet/Outlet Pipes o Additional Overflow Capacity o Rerouting Overflows o Baffle Walls/Mixing Systems o Automatic Wash -Down Systems o Safety and Security Enhancements o Improved or Additional Roof or Wall Access o Instrumentation Requirements o Antennae Support Structures B-48 �"' finality In-oject, both nor -thee and it itbin GurlSet. to extend tie life of this tank for unary year. bran the initial inspection though project completion, the attentiveness of DN 7nikr war a pleajnre." - UARIURAAI110FER. P,?h, lhoif l).- When's the last time your tank had a checkup? Whether you have a specific issue or just need to schedule a routine inspection to meet regulatory requirements, your CTS team will start with a thorough evaluation of your tank. Once the inspection is complete, we analyze the findings and present them in a comprehensive, bound Inspection Report that is certified by one of our engineers. Not only will it include our observations and recommendations, but the associated costs as well. We'll make your old tank look like new again - inside and out. We provide rehabilitation services for all different types of concrete tanks. Whether the issue is cosmetic, structural, operational, safety -related or if your facility is simply due for an upgrade, you can count on ON Tanks to come in, provide you with an accurate assessment, budget and project plan. Often, time is of the essence. Particularly if the rehabilitation is addressing a water quality issue. We are accustomed to tight deadlines and will work with you to make sure the job is done right and on time. Improve performance, ensure compliance and extend the life of your concrete tank. If your concrete tank needs to be retrofitted in order to comply with new regulatory requirements or simply to improve performance and better manage demand, we have the experience to get it right. Every job requires some level of customization to ensure that it's clone correctly and will last for generations to come. From a simple safety handrail system to a complete seismic upgrade, we bring the same level of commitment and expertise to every job. Liiv ian Ks 6:cncrere ianK services — the right partner, just in time. Whether you need our services to meet your inspection requirements or due to issues with an inherited tank, we'll make sure our work will let your tank deliver maximum performance now and down the road. We'll share with you the latest improvement options and be sure your tank is LIP to all safety and functionality codes. You'll rest easier knowing your tank has been serviced by an industry leader with a national reputation for integrity, quality and support. DYK and Natgun Generations Strong About DN Tanks DN Tanks designs and constructs prestressed concrete liquid storage tanks. The hallmarks of our work are long-term performance, durability, reliability, minimal maintenance requirements, and lowest cost of ownership. Although we have constructed literally thousands of tanks, the ultimate measure of our success is our commitment to quality while providing the absolute best service to our customers. About CTS CTS is a division of DN Tanks who shares our same commitment to quality and customer service. CTS inspects, rehabs and retrofits all types of concrete tanks. DNTANKS.CDM OPERATIONS FACILITIES Wakefield Facility 11 Teal Road, Wakefield. MA 01880 P. 781.246A 133 Grand Prairie Facility 410 East Trinity Blvd . Grand Prairie, TX 75050 P: 972.B23.3300 EI Cajon Facility 351 Cypress Lane. El Cajon, CA 92020 P: 619.440.8161 Middle East Office Umm Ghuwaillina. C-Ring Road Al Ritmi Building k7. 1st Floor. Office 06 P.O. Box 15619 Ooha, Qatar P: +974.5553.0136 J IM Is TANK tI EXHIBIT C RFP NO.: 19-097 Installation and Design Services for Fall Arrest Systems on Water Facilities SUBMITTED TO: City of Santa Ana Public Works Agency 1 215 S. Center Street I Building A Santa Ana, CA 92703 via: PlanetBids System PRICING SUBMISSION SUBMITTED BY; DN TANKS, INC. 351 Cypress Lane, El Cajon, CA 92020 'J 6192,5M2www.DNTANKS.com Appendix ATTACHMENT 2: FEE SCHEDULE BID PRICING SHEET Pricing must be inclusive of all costs, including but not limited to, direct and indirect costs for labor, overhead, incidental supplies, travel, mileage, taxes as applicable and fuel. This contract is subiect to prevailing wages. QTY/UOM BID ITEM UNIT PRICE EXTENDED PRICE 1. 1 ea Davit 1 —West Pump Station (Steel Tank Roof Connection) $ 48,400 $ 48,400 2. 1 ea Davit 2 — East Pump Station (Steel Tank Roof Connection) $ 48,400 $ 48,400 3. 1 ea Davit 3 — South Pump Station (Precast Panel Roof Connection) $ 37,800 $ 37,800 14. 1 ea Davit 4 — South Pump Station (Pole Footing) $ 20,800 $- 20,800 5. 1 ea Davit 5 — Garthe Pump Station (Concrete Pad Dowel into Roof Deck) $ 15.100 $ 15,100 6. 1 ea Davit 6 — Garthe Pump Station (Concrete Pad Dowel into Roof Deck $ 15,100 $ 15,100 7. 1 ea Davit 7 — Garthe Pump Station (Pole Footing) $ 20,800 $ zo,800 8. 1 ea Davit 8 — Garthe Pump Station (Concrete Pad Dowel into Roof Deck) $ 15,100 $ 15,100 9. 1 ea Davit 9 — Garthe Pump Station (Pole Footing $ 20,800 $ 20,800 10. 1 ea Davit 10 — Crooke Pump Station (Foundation to Roof Deck) $ 27,900 $ 27,900 11. 1 ea Davit 11 — Cambridge Pump Station (Pole Footing) $ zo>800 $ 20,800 12. 1 ea Davit 12 — Cambridge Pump Station (Precast Panel Roof Connection) $ 37,800 $ 37,800 13. 1 ea Davit 13 — Segerstrom Lift Station (Foundation to Roof Deck) $ 27,600 $ 27,600 14. 1 ea Davit 14 — Maxine Pump Station (Foundation to Roof Deck) $ 27,600 $ 27,600 Total $ 384,000 IVFUUY OYI UV IV Nui IVI II, acre "U A III accuroance with the terms and conditions set forth in the above reference City of Santa Ana - RFP 19-097 25B-53 e DN TANKS Inspection I Rehab I Retrofit P ❑ Boa 696. EI Ca1un CA 92022 I 619 44C.8181 1 Fax GI9 440 2C53 Attachment 2: Fee Schedule -Appendix A Additional Pricing The following items are not included in DN Tanks' base pricing in Attachment 2: Fee Schedule, however, these items may be added to DN Tanks' scope to provide the City with a turnkey solution that meets the needs of the City. Davit Equipment Pricing Item CITY Price DBI-SALA Davit Arm Assembly 1 $3,300 (23.5"-42.5" Reach, 69.5"-87.5" Height) DBI-SALA Winch 1 $2,900 (SST Cable, 60') DBI-SALA Self -Retracting Lifeline 1 $3,150 (SST Cable, 50') * Equipment above is not included in the base price for Attachment 2: Fee Schedule. DN Tanks recommends that the actual quantity of davit arms, winches and lifelines to be purchased under this contract be determined by the City based on the needs of the City's operations staff. DN Tanks can provide recommendations on the quantities of equipment to be purchased after the initial kickoff meeting with City personnel to better understand the City's work capacity and requirements. Pricing above is an approximate cost based on purchasing equipment in November of 2019 including sales tax, freight and contractor markup. At the time of purchase, DN Tanks price for this equipmentshall be the actual cost of equipment including sales tax and freight plus a 15% markup. Additional davit arm sizes and cables lengths for the winch and lifeline are available if preferred. Additional Services Pricing If the City wishes for DN Tanks to perform the tank disinfection at the conclusion of our work, the following fees can be added to DN Tanks contract. Item CITY Price Disinfection of 6.0 MG steel tank 2 $8,000 Each Tank Disinfection of 6.0 MG concrete tank 1 $8,000 Disinfection of 1.3 MG concrete tank 1 $3,500 * Tank disinfection is not included in the base price for Attachment 2: Fee Schedule. 25B-54 Invitation for Bid for the unit price(s) set forth in this schedule. DN Tanks, Inc. 979914 Legal Name of Company CSLB LICENSE NO. 9-440-8181 L THIS FORM MUST BE COMPLETED AND INCLUDED WITH THE PROPOSAL. City of Santa Ana - RFP 19-097 25B-55 � Certification - I certify that I have read, understand and agree to the terms and conditions of this Request for Proposals. I have examined the Scope of Services (Appendix: Attachment 1) and am familiar with the 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. Note: This contract is subject to prevailing wages. DN Tanks, Inc. 27-4430289 COMPLETE LEGAL NAME OF COMPANY TAXPAYER I.D. NO. 351 Cypress Lane El Cajon, CA 92020 BUSINESS ADDRESS STREET CITY/STATE ZIP CODE Matthew Ford Regional Manager, West TURE OF AUTHORIZED AGENT NAME (PRINT) TITLE matt.ford@dntanks.com 619-440-8181 EMAIL ADDRESS PHONE NUMBER 979914 3395161 CSLB NUMBER DIR REGISTRATION NUMBER City of Santa Ana - RFP 19-097 25B-56 1�1