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R2023-053 2023-02-20DocuSign Envelope ID:45279FCE-086B-4A7C-B61D-8AF1FAC492C0 RESOLUTION NO. R2023-53 A Resolution of the City Council of the City of Pearland, Texas, authorizing a contract with Freese and Nichols, Inc., for design services associated with the Barry Rose Water Reclamation Facility Expansion and the Longwood Water Reclamation Facility Decommissioning Projects, in the estimated amount of $13,373,691.00. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract for design services associated with the Barry Rose Water Reclamation Facility Expansion and the Longwood Water Reclamation Facility Decommissioning Projects, a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a contract for design services associated with the Barry Rose Water Reclamation Facility Expansion and the Longwood Water Reclamation Facility Decommissioning Projects. PASSED, APPROVED and ADOPTED this the 20th day of February, A.D., 2023. ATTEST: DocuSigned by: E.94 FRANCES A �c22 svrr4iGs UILAR, TRMC, MMC CITY SECRETARY APPROVED AS TO FORM: DocuSigned by: ` C1.,CA000DD1r4Ds.. DARRIN M. COKER CITY ATTORNEY DocuSigned by:: 9ze.Lot J. KEVIN COLE MAYOR i.I-- ' ., ,z_. ii_..646:\i,1 s 0'.'4. 1 if 'f ,r DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Exhibit A CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into upon final execution by and between the City of Pearland ("CITY") and Freese and Nichols, Inc. ("CONSULTANT"). The CITY engages the CONSULTANT to perform professional services for a project known and described as Barry Rose WRF Replacement and Expansion and Longwood WRF Decommissioning ("PROJECT"). (Project #WW1502 and WW1906) SECTION I - SERVICES OF THE CONSULTANT The CONSULTANT shall perform the following professional services to CITY standards and in accordance with the degree of care and skill that a professional in Texas would exercise under the same or similar circumstances: A. The CONSULTANT shall perform engineering services. See Exhibit A, attached, for a detailed SCOPE OF WORK and PROJECT schedule. The PROJECT schedule shall be submitted in digital and hard copy form in the Microsoft Project for Windows format. B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost of the PROJECT. C. The CONSULTANT acknowledges that the CITY (through its employee handbook) considers the following to be misconduct that is grounds for termination of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the CITY. The CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY employee to engage in such misconduct. D. The CONSULTANT shall submit all final construction documents in both hard copy and electronic format. Plans shall be AutoCAD compatible and all other documents shall be Microsoft Office compatible. The software version used shall be compatible to current CITY standards. Other support documents, for example, structural calculations, drainage reports and geotechnical reports, shall be submitted in hard copy only. All Record Drawings electronic files shall be submitted to the CITY in TIF format. E. The CONSULTANT recognizes that all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon request, shall become subject to the Open Records Laws of this State. F. The CONSULTANT shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons, damages to property, or any errors Design 1 of 7 D2. Revised 04/2019 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B and omissions relating to the performance of any work by the CONSULTANT, its agents, employees or subcontractors under this Agreement, as follows: (1) Workers' Compensation as required by law. (2) Professional Liability Insurance in an amount not less than $1,000,000 in the aggregate. (3) Comprehensive General Liability and Property Damage Insurance with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for each occurrence of damage to or destruction of property. (4) Comprehensive Automobile and Truck Liability Insurance covering owned, hired, and non -owned vehicles, with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for property damage. The CONSULTANT shall include the CITY as an additional insured under the policies, with the exception of the Professional Liability Insurance and Workers' Compensation. The CONSULTANT shall agree to waive its Right to Subrogation. Certificates of Insurance and endorsements shall be furnished to the CITY before work commences. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled, and/or reduced in coverage or in limits ("Change in Coverage") except with prior written consent of the CITY and only after the CITY has been provided with written notice of such Change in Coverage, such notice to be sent to the CITY either by hand delivery to the City Manager or by certified mail, return receipt requested, and received by the City no fewer than thirty (30) days prior to the effective date of such Change in Coverage. Prior to commencing services under this CONTRACT, CONSULTANT shall furnish CITY with Certificates of Insurance, or formal endorsements as required by this CONTRACT, issued by CONSULTANT'S insurer(s), as evidence that policies providing the required coverage, conditions, and limits required by this CONTRACT are in full force and effect. G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and employees, harmless from any claim, loss, damage, suit, and liability of every kind for which CONSULTANT is legally liable, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person, for damage to any property, or errors in design, any of which are caused by the negligent act or omission of the CONSULTANT, his officers, employees, agents, or subcontractors under this CONTRACT. H. All parties intend that the CONSULTANT, in performing services pursuant to this CONTRACT, shall act as an independent contractor and shall have control of its own work and the manner in which it is performed. The CONSULTANT is not to be considered an agent or employee of the CITY. Design 2 of 7 D2 Revised 04/2019 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B SECTION II - PERIOD OF SERVICE This CONTRACT will be binding upon execution and end December 31, 2027. SECTION III - CONSULTANT'S COMPENSATION A. The total compensation for the services performed shall not exceed the total noted in Section B. B. The CITY shall pay the CONSULTANT in installments based upon monthly progress reports and detailed invoices submitted by the CONSULTANT based upon the following: Barry Rose WRF Expansion (WW1502) 1. Basic Services (Not to Exceed) $9,835,202.00 2. Additional Services shall require independent and specific authorization and shall be billed as (Not to Exceed): $683,918.00 3. Bid Phase Services (Hourly Not to Exceed) $366,229.00 4. Construction Phase Services (Hourly Not to Exceed) $0.00 5. Reimbursable Expenses (Not to Exceed) $0.00 6. Total: $10,885,349.00 Longwood WRF Decommissioning Lift Station, and Force Main (WW1906) 1. Basic Services (Not to Exceed) $1,571,201.00 2. Additional Services shall require independent and specific authorization and shall be billed as (Not to Exceed): $857,126.00 3. Bid Phase Services (Hourly Not to Exceed) $60,015.00 4. Construction Phase Services (Hourly Not to Exceed) $0.00 5. Reimbursable Expenses (Not to Exceed) $0.00 6. Total: $2,488,342.00 Design 3 of 7 D2 Revised 04/2019 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B B. The CITY shall make payments to the CONSULTANT within thirty (30) days after receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly basis. C. CONSULTANT shall invoice for work performed during the preceding thirty day period ("Billing Period"). The Billing Period shall run from the 26th day to the 25th day of each consecutive month. Invoices shall be submitted to CITY not more frequently than once every 30 days. CONSULTANT shall be responsible for timely submittal of all invoices and CONSULTANT shall not be entitled to payment for invoices in arrears. All invoices shall reflect most recent single Billing Period only and represent the true, correct and accurate account of work performed during the Billing Period. D. For an agreed contract amount identified as "Lump Sum", Not to Exceed" and "Reimbursable" the CONSULTANT shall not exceed the fixed contractual amount without written authorization in the form of a Contract Amendment. CONSULTANT shall provide 45 days prior notice to the CITY in the event contract fees may exceed the fixed contract amount. CONSULTANT shall be responsible for ensuring that such authorization is complete and executed by all parties performing any work or submitting any invoices for work that exceeds the fixed contract amount under any expense category. E. Allowable Reimbursable Expenses CONSULTANT shall identify and include in the proposal any anticipated Reimbursable Expenses, and shall itemize Reimbursable Expenses by work category. Reimbursable Expenses shall be invoiced AT COST without subsequent markup by the CONSULTANT. All invoices containing a request for Reimbursable Expenses shall include copies of the original expense receipts itemized per the allowable category. Allowable Reimbursable Expenses include: • Hard copy reproductions, copies and/ or binding costs • Postage • Mileage, for travel from Consultant's local office (within a 25 mile radius) to meetings at the City or job -site. Mileage shall be charged at the current IRS rates. • Travel expenses, mileage from local office to State or federal regulatory agency office beyond 100 miles. • Lodging expenses, for destinations beyond 100 miles from the Consultant's local office AND when business hours exceed eight hours within one business day OR requires more than one eight hour day. F.2. Disallowed Expenses Design 4 of 7 D2 Revised 04/2019 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Disallowed Expenses include travel expenses for professional expertise traveling into the greater Houston area from Consultant offices outside of the greater Houston area. SECTION IV - THE CITY'S RESPONSIBILITIES A. The CITY shall designate a project manager during the term of this CONTRACT. The project manager has the authority to administer this CONTRACT and shall monitor compliance with all terms and conditions stated herein. All requests for information from or a decision by the CITY on any aspect of the work shall be directed to the project manager. B. The CITY shall review submittals by the CONSULTANT and provide prompt response to questions and rendering of decisions pertaining thereto, to minimize delay in the progress of the CONSULTANT'S work. The CITY will keep the CONSULTANT advised concerning the progress of the CITY'S review of the work. The CONSULTANT agrees that the CITY'S inspection, review, acceptance or approval of CONSULTANT'S work shall not relieve CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or its sub- consultant(s) or in any way affect the CONSULTANT'S status as an independent contractor of the CITY. SECTION V - TERMINATION A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason -- with or without cause -- by delivering written notice to CONSULTANT personally or by certified mail at 11200 Broadway Street, Suite 2320 Pearland, Texas 77584. Immediately after receiving such written notice, the CONSULTANT shall discontinue providing the services under this CONTRACT. B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT, entirely or partially completed, together with all unused materials supplied by the CITY on or before the 15th day following termination of the CONTRACT. C. In the event of such termination, the CONSULTANT shall be paid for services performed prior to receipt of the written notice of termination. The CITY shall make final payment within sixty (60) days after the CONSULTANT has delivered to the CITY a detailed invoice for services rendered and the documents or work product generated by the CONSULTANT under the CONTRACT. D. If the remuneration scheduled under this contract is based upon a fixed fee or definitely ascertainable sum, the portion of such sum payable shall be proportionate to the percentage of services completed by the CONSULTANT based upon the scope of work. Design 5 of 7 D2 Revised 04/2019 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B E. In the event this CONTRACT is terminated, the CITY shall have the option of completing the work, or entering into a CONTRACT with another party for the completion of the work. F. If the CITY terminates this CONTRACT for cause and or if the CONSULTANT breaches any provision of this CONTRACT, then the CITY shall have all rights and remedies in law and or equity against CONSULTANT. Venue for any action or dispute arising out of or relating to this CONTRACT shall be in Brazoria County, Texas. The laws of the State of Texas shall govern the terns of this CONTRACT. The prevailing party in the action shall be entitled to recover its actual damages with interest, attorney's fees, costs and expenses incurred in connection with the dispute and or action. CONSULTANT and CITY desire an expeditious means to resolve any disputes that may arise between under this CONTRACT. To accomplish this, the parties agree to mediation as follows: If a dispute arises out of or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be settled through negotiation, then the parties agree first to try in good faith, and before pursuing any legal remedies, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. SECTION VI — ENTIRE AGREEMENT This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and supersedes all prior negotiations, representations, or contracts, either written or oral. This CONTRACT may be amended only by written instrument signed by both parties. SECTION VII — COVENANT AGAINST CONTINGENT FEES The CONSULTANT affirms that he has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT, and that he has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of the CONTRACT. For breach or violation of this clause, the CITY may terminate this CONTRACT without liability, and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent fee that has been paid. SECTION VIII- SUCCESSORS AND ASSIGNS This CONTRACT shall not be assignable except upon the written consent of the parties hereto. DocuSigned by: 2/22/2023 1 7:55 AM PST CITY OF PEARLAND, TEXAS DATE SULT Desis'n A14,TV 6 of 7 D2 Revised 04'2019 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B House Bill 89 Verification I , CN 'ie: . L-ax/ (Person name), the undersigned representative (hereafter referred to as "Representative") of Fj rf .404,0 !U/C/Yocs /4C. (company or business name, hereafter referred to as "Business Entity"), being an adult over the age of eighteen (18) years of age, after being duly sworn by the undersigned notary, do hereby depose and affirm the following: 1. That Representative is authorized to execute this verification on behalf of Business Entity; 2. That Business Entity does not boycott Israel and will not boycott Israel during the term of any contract that will be entered into between Business Entity and the City of Pearland; and 3. That Representative understands that the term "boycott Israel" is defined by Texas Government Code Section 2270.001 to mean refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically Israel, or with a person or entity doing business in Israel or in an Israeli-controlle. — ery, b t does not include an action made for ordinary business purposes. did A F REPRESENTATIVE SUBSCRI ED AND SWORN TO BEFORE ME, the undersigned authority, on this day of a-. , 202.s . PAM McCORKLE Notary Public, State of Texas Comm. Expires 10-15-2023 Notary ID 13221612-7 Uf,, Notary Public Desien 7 of 7 D2 Revised 04 2019 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B F M NICHOLS Innovative approaches Practical results Outstanding service 11200 Broadway Street, Suite 2320 • Pearland, Texas 77584 • 832-456-4700 • FAX 817-735-7491 January 12, 2023 Jameson Appel, Project Manager City of Pearland, Texas 2016 Old Alvin Pearland, Texas 77581 www.freese.com RE: CONTRACT PROPOSAL FOR BARRY ROSE WRF REPLACEMENT AND EXPANSION AND LONGWOOD WRF DECOMMISSIONING; CITY OF PEARLAND, TEXAS Dear Mr. Appel: Freese and Nichols, Inc. (FNI) is pleased to submit this draft contract proposal for engineering services to the City of Pearland for the Barry Rose Water Reclamation Facility (WRF) Replacement and Expansion and Longwood WRF Decommissioning. We greatly appreciate the opportunity to assist the City of Pearland on a project of this magnitude for a client in our own "backyard". We understand there will be questions, clarifications, and modifications to the scope and fee on this size and complexity of a project. We look forward to your questions and the ensuing discussion. Please do not hesitate to call or e-mail me at: (832) 975-1416 or david.munn@freese.com. Thank you for considering Freese and Nichols and we look forward to working with you on this design. Sincerely, David Munn, P.E. Project Manager Freese and Nichols, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B ATTACHMENT SC SCOPE OF SERVICES AND RESPONSIBILITIES OF CLIENT ARTICLE 0 A. PROJECT UNDERSTANDING The City of Pearland (Client) is planning to build a new Water Reclamation Facility (WRF) adjacent to their existing Barry Rose WRF. The new WRF will have an initial annual average day flow (ADF) of five (5) million gallons per day (MGD) and will be planned to be expanded up to an ultimate ADF capacity of 6.5 MGD at a future date. The initial and ultimate annual peak 2-hour flow will be 29.8 MGD and 32.5 MGD, respectively. The Client will also decommission the existing Longwood WRF and pump incoming flows from the Longwood WRF site to the new 5 MGD Barry Rose WRF via a 3.8 mile long 20" (nominal) force main. The Client previously retained Freese and Nichols, Inc. (FNI Team) to provide a WRF Consolidation Study, an analysis of alternatives for consolidating the two aforementioned WRFs. As part of the proposed scope of services herein, FNI Team will provide design services for the recommended alternative, which includes the project features identified in the Table 1 below. Table 1— Major Project Features Project Feature New Longwood Lift Station Description 8 MGD submersible pump lift station to divert flow from the Longwood WRF to the Barry Rose WRF. A new electrical building will be constructed at the Longwood WRF site for the diversion lift station. Longwood WRF to Barry Rose WRF Force Main 20,200 linear feet of 20" diameter force main generally following the route described in the WRF Consolidation Study. The force main alignment within the Golfcrest Country Club will be constructed via horizontal directional drilling. New Barry Rose Influent Lift Station 32.5 MGD (ultimate peak flow capacity) submersible pump lift station wet well with an initial 29.8 MGD peak pumping capacity. Wet well to include a pulsed air/large bubble mixing system and a pre -rotation submersible pump to facilitate wet well cleaning. New Headworks Facility 32.5 MGD (ultimate capacity) headworks structure with process mechanical sized for an initial peak capacity of 29.8 MGD peak, including two (2) step screens, manual bypass screen, two (2) stacked - SC-1 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Project Feature Description tray gravity -vortex grit removal units with grit pumps and grit dewatering units. New Sequencing Batch Reactors (SBR) Five (5), 1-MGD average capacity continuous flow SBR treatment basins with fine bubble diffusers for aeration and motor -actuated decanters. An equalization basin (EQ) may be provided as discussed in the Alternatives Analysis. New SBR Blowers A total of five (5) magnetic bearing turbo blowers, with one dedicated to each individual SBR and one (1) redundant blower, will provide aeration within the SBRs. Space will be provided in the Blower Building for future SBR expansion (N + 2). New WAS Pumps Each SBR shall contain a submersible WAS pump supplied by the SBR manufacturer. New Tertiary Filters Cloth Disk Filtration system. Initial and ultimate flow to be determined based on use of EQ basin. New UV Disinfection Vertical Ultraviolet (UV) disinfection system. Initial and ultimate flow to be determined based on use of EQ basin. Post -Aeration Basin A post -aeration basin will be incorporated into the influent side of the UV disinfection channels. New Non -Potable Water System The non -potable water (NPW) system shall contain an NPW transfer pump station, glass -lined bolted steel NPW Storage Tank, and distribution pump station consisting of VFD-driven horizontal centrifugal pumps. Effluent Pump Station 5 MGD (ADF) pump station to pump effluent from the UV effluent channel to the existing outfall at Clear Creek. Aerated Sludge Holding Tanks Aerated sludge holding will be provided through the construction of new tanks or rehabilitation of the existing tanks (0.63 MG each), including replacement of existing diffusers with new coarse bubble diffusers. New Aerated Sludge Holding Tank Blowers Positive displacement (PD) blowers shall provide aeration for the mixing of the aerated sludge holding tanks. SC-2 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Project Feature Description New Belt Press Feed Pumps The belt press feed pump station will include space for three (3) double disc pumps to feed the belt presses. The pump station will be constructed with a floor elevation to match the floor elevation of the aerated sludge holding tanks. New Sludge Dewatering System New two (2) story sludge dewatering building that is sized for an ultimate capacity of 32.5 MGD, including two (2) high -capacity (2-meter) vertical alignment belt filter presses sized for ultimate capacity. Electrical New primary switchgear and transformers housed in a new electrical building. New low voltage electrical distribution system Back-up electrical generators Low voltage electrical generators distributed throughout site and powering clusters of electrical demands Administration and Operations Building(s) One or more buildings will be provided for administrative purposes and to house electrical and dewatering equipment. Maintenance Building One prefabricated metal building will be provided for maintenance activities and equipment storage. Building will be heated and ventilated. The Client has also retained McCarthy Building Company (McCarthy) as their Construction Manager at Risk (CMAR). The following scope of work is intended to form an integrated team, including FNI Team, CMAR and the Client (and their representatives) to deliver the work in an expedited, collaborative manner. The Design Services are generally described below and further detailed herein under the Article I. B. BASIS OF DESIGN An expedited development of a Basis of Design Report (BODR) will be provided in lieu of a typical, extended Preliminary Design Report that includes analysis of multiple design alternatives. This proposed approach is recommended to expedite the delivery of the Barry Rose WRF and is reasonable because the Basis of Design will largely follow the concepts outlined by the preferred alternative in the WRF Consolidation Study and design features incorporated in the recent John Hargrove Environmental Center (JHEC) WRF expansion. By mimicking the treatment process and equipment utilized in the John Hargrove Environmental Center (JHEC) WRF the Client will achieve commonality between treatment processes, operations, and maintenance. To SC-3 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B accelerate the BODR and overall design phase, the layout and configuration of similar components will be referenced to the JHEC design, in lieu of creating separate two-dimensional drawings of each unit process for the BODR. C. FINAL DESIGN FNI Team will provide the following final design phase services for the items outlined in Table 1- Major Project Features. The project will be executed using 3-D design software for major structures. Plans and specifications will be provided for the listed Project Features including: 1. Process Mechanical Design 2. Structural Design 3. Electrical Design 4. Instrumentation and Controls Design 5. SCADA Design 6. Architectural Design 7. HVAC and Plumbing Design 8. Drainage and Paving Improvements 9. Force Main Plan and Profile The scope of work is based on there being up to four (4) GMP Packages; three (3) provided as part of Basic Services and a fourth that may be provided as a Special Service, as described below. FNI Team will provide individual sets of plans and specifications to reflect each GMP Package. The three (3) GMP packages provided as part of Basic Services are assumed to include: 1. Pre -procurement of major equipment and materials 2. Offsite Force Main, Longwood Lift Station, and Longwood Decommissioning 3. Barry Rose WRF Improvements (Balance of Plant) Optional scope is included as part of Special Services that allows the City to direct the FNI Team to separate portions of the design from above three design packages and create a fourth set of plans and specifications to facilitate a fourth GMP. The scope of the fourth GMP may include early work that will expedite construction and/or provide value to the City if delivered early. The extent the fourth GMP will be determined as part of the Basis of Design efforts and in cooperation with the FNI Team, City and CMAR once design has begun and SC-4 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B may include lift stations, segments of the force main, headworks facilities, dewatering facilities, or similar efforts up to the amount accommodated by the proposed level of effort. D. BID PHASE SERVICES Support the Client and CMAR in their bidding and procurement of equipment, materials, contracting and subcontracting services; including consolidation of plans and specifications into a single conformed set of documents for use during construction of the project. Bid phase services assume the CMAR will divide each GMP into multiple bid packages according to the CMAR's subcontractor and vendor management plan. It is further assumed that a total of twenty-four (24) separate subcontractor bid or equipment procurement bid packages will be let by the CMAR to complete procurement of the project. The FNI Team will assist the CMAR and Client by providing Issued For Bid (IFB) documents, participating in pre -bid meetings, responding to bidder questions, and providing support to the Owner during the award of individual bid packages. E. PROJECT ASSUMPTIONS: The scope of work, level of effort, budget and schedule is based on the following assumptions. Additional efforts may be provided as a Client Directed Service. 1. The design will generally incorporate the concepts outlined by the WRF Consolidation Study's recommended alternative and the concepts approved by the City with the completion and acceptance of the BODR by the City. 2. The design will accommodate effluent criteria matching that of the existing Barry Rose WRF and future discharge limits required by TCEQ. No accommodations for enhanced nutrient removal will be included but adequate accommodations will be allocated for future enhanced nutrient removal and Type I treatment requirements. 3. Additional property will be acquired by the Client, comparable to the assumptions made in the WRF Consolidation Study. 4. The treatment process and equipment selection will mimic the JHEC WRF with consideration of specific alternatives outlined in Alternatives Analysis section of the Basis of Design Report. 5. If the historical wastewater characterization data set is incomplete, FNI Team will develop a sampling plan to collect and analyze influent wastewater. Sample collection shall be by the Client. Wastewater laboratory analyses shall be paid by Client. 6. The project will be self -funded by the Client without state or federal funding assistance. 7. Construction of the project will be delivered using a CMAR, collaborative delivery method. SC-5 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 8. Construction phase services, including start-up and commissioning services, will be negotiated, and added as an amendment to this contract at the time that the first construction guaranteed maximum price (GMP) package is agreed upon. 9. The CMAR will deliver the project with up to four (4) GMP packages. One set of construction documents (plans and specifications) will be provided by FNI Team for each of the four (4) GMP packages. The CMAR will be responsible for using the documents to divide each GMP package into individual bid and construction packages. 10. The CMAR will be responsible for potholing utilities at tie-in points and critical crossings, based on requests and directions provided by the FNI Team as part of their Subsurface Utility Engineering (SUE). It is further assumed that the CMAR will be responsible for obtaining permits and utility locates (Texas One -call) necessary ahead of any potholing activities. 11. The Client will be responsible for obtaining right of entry to all private property for the purpose of survey, geotechnical, SUE, and related tasks. 12. The Client will hire a third -party to serve as the Owner's Advisor, services separately. 13. The existing Barry Rose WRF outfall pipe will remain in use and a separate outfall will not be needed. 14. No improvements will be required below the ordinary high-water mark of Clear Creek. 15. A United States Army Corps of Engineers (USACE) 404 or individual permit will not be required for the project. 16. A Phase II Environmental Site Assessment will not be required. 17. Software programming will be provided by the CMAR's system integrator. 18. The existing Barry Rose unit process structures will largely be demolished and only select structures and processes will remain in place. Existing unit process structures at Longwood will be demolished to at least three feet below ground elevation. 19. The CMAR will be responsible for developing Division 00 Contract Documents. FNI Team will review. 20. The Client agrees to include provisions in the General Conditions that require the CMAR to include FNI: (1) as an additional insured and in any waiver of subrogation rights with respect to such liability insurance purchased and maintained by Contractor for the Project (except workers' compensation and professional liability policies); and (2) as an indemnified party in the Contractor's indemnification provisions where the Client is named as an indemnified party. 21. In performing these services, it is understood that FNI does not guarantee the CMAR's performance, SC-6 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B nor is FNI responsible for the supervision of the CMAR's operation and employees. FNI shall not be responsible for the means, methods, techniques, sequences, or procedures of construction selected by the CMAR, or any safety precautions and programs relating in any way to the condition of the premises, the work of the Contractor or any Subcontractor. FNI shall not be responsible for the acts or omissions of any person (except its own employees or agents) at the Project site or otherwise performing any of the work of the Project. 22. The duration of the project will be dependent upon regulatory review. The schedule assumes 16 months for TCEQ review of the TPDES permit and 6 months for FEMA review of the conditional letter of map revision (CLOMR) application. ARTICLE I BASIC SERVICES: FNI Team shall render the following professional services in connection with the development of the Project: A. PROJECT MANAGEMENT AND ADMINISTRATIVE DUTIES: Upon execution of this AGREEMENT and upon receiving a Notice to Proceed from the Client, FNI Team will provide the project management services for each phase as follows: 1. Project Controls: FNI Team shall manage scope, time, cost, quality, staff resources, communications, risk, and procurements as necessary. Project controls shall include the management of the following "living -documents". Some of these project controls, as indicated below, will be the responsibility of others and FNI Team will provide a supporting role. a. Comment Log — FNI will be primarily responsible for the Comment Log with input from McCarthy, Owners Advisor, and the Client. b. Decision Log— FNI will be primarily responsible for the Decision Log with input from McCarthy, Owners Advisor, and the Client. c. Action Item Log — FNI will be primarily responsible for the Action Item Log with input from McCarthy, Owners Advisor, and the Client. d. Risk Register — The CMAR will be primarily responsible for the Risk Register with input from FNI, Owners Advisor, and the Client. e. Cost Model — the CMAR will be primarily responsible for the Cost Model and maintenance of a design change trend log. FNI Team will review and provide input in the update of the cost model by the CMAR as the design progresses. The cost model will play a significant role SC-7 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B in the development and guidance of the design. The scope of work assumes monthly review of the cost model updated by the CMAR. f. Project Schedule - the CMAR will be primarily responsible for the Project Schedule Model. FNI Team will review and provide input of the schedule model by the CMAR as the design progresses. Like the cost model, the Project Schedule Model will play a significant role in the development and guidance of the design. The scope of work assumes monthly review of the schedule model updated by the CMAR. 2. Communication: Consult with the Client and/or the Owner's Advisor throughout the project to see that the scope of services is being met and verify the Client's requirements for the project are satisfactorily being met. 3. Invoicing: FNI Team will prepare and submit invoices to the Client. 4. Monthly Status Reports: FNI Team will prepare and submit monthly status reports to the Client with FNI Team's monthly invoice. Monthly status reports will comprise a one to two -page summary of the progress to date on the Project, work completed during the prior month, work anticipated to be completed during the upcoming month, and discussion of any scope, schedule, or budget issues that may need to be resolved. 5. Quality Assurance / Quality Control: FNI Team will develop and implement a QA/QC plan for the work. B. MEETINGS AND SITE VISITS DURING DESIGN AND BID PHASE: 1. Meetings and Site Visits: Prepare agendas and minutes for meetings described below. b. Kickoff Workshops: Conduct an up to three (3) day -long Kick-off Workshop with the Client, Owner's Advisor and CMAR: (1) to review the scope of services, (2) establish communications protocol, (3) review project schedule objectives and develop draft detailed schedule of deliverables to align with the project's critical path, (4) discuss, understand, and define any other requirements or expectations the Client may have for the project, (5) Review WRF Study and JHEC Design, (6) Develop the Initial Risk Register, and (7) address major requirements to develop the initial project cost model. c. Monthly Progress Meetings: Conduct monthly progress and design review meetings, up to a maximum of eighteen (18) meetings during the design and bid phase. Meetings may extend up to full -day workshops including time for "over -the -shoulder" review of BIM models in a SC-8 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B workshop setting. Specific meeting topics listed below are included in the total of eighteen (18) meetings. i. Conduct one (1) 3D model review workshop at the 30% design level to review the 3D models, answer questions and receive comments from the Client's projectteam. ii. Conduct one (1) day -long design review workshop each of the 60% and 90% design milestones to review the construction documents, answer questions and receive comments from the Client's project team. To expedite the design phase, the scope and schedule assumes that all client comments will be received at the design review workshop. iii. Conduct up to two (2) Process and Instrumentation Diagram (P&ID) workshops to review the proposed instrumentation and process control concepts. iv. Conduct up to three (3) Maintenance of Plant Operations (MOPO) and Construction Sequencing workshops to establish the sequence of construction and any special operating procedures required during construction to enable the required details to be incorporated into the construction documents. d. Monthly Leadership Calls: Conduct up eighteen (18) monthly virtual meetings. These meetings are expected to be limited to project leadership, concise, less than one hour, informal and without the need for agendas or meeting minutes. e. Weekly Internal Coordination Calls: Conduct up to seventy two (72) weekly virtual meetings with subconsultants and each engineering discipline to coordinate the design development. f. Bi-Weekly CMAR/Designer Coordination Calls: Conduct up to thirty-six (36) bi-weekly virtual meetings with Client, OA and CMAR to coordinate design development. g• Conduct up to eight (8) site visits by the engineering team to the two WRFs and along the force main alignment, for coordination on design aspects for completion of the project. C. BASIS OF DESIGN PHASE: FNI Team shall provide professional services in this phase as follows: 1. Data Collection and Review: a. Prepare data request memorandum and compile available information from the Client including CAD files, As-Builts, influent and effluent characterization data, wastewater flow data, geotechnical reports, survey data, etc. SC-9 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B b. Tabulate and analyze wastewater analysis data to establish criteria to be used in the design. 2. Plant Hydraulic Evaluation: a. Hydraulic Profile: Develop a hydraulic evaluation of the main liquids and solids treatment process flows to validate the plant hydraulics and identify hydraulic bottlenecks. Analysis will be provided for the initial and ultimate peak flows, 29.0 MGD and 32.5 MGD, respectively. The desktop evaluation will utilize FNI Team's standard Excel -based model and/or Visual Hydraulics modeling software by Innovative Hydraulics. b. CFD Modeling: Conduct Computational Fluid Dynamic (CFD) modeling of selected areas of complex and/or critical hydraulics. CFD modeling shall be performed using Flow3D or Ansys Fluent software. CFD modeling shall be limited to up to three (3) locations with each location being modeled under three (3) different flows identified by FNI Team. For each of the locations up to two geometric alternatives will be modeled. Modeling shall be limited to a single phase (water without solids, extraneous chemicals, or gas explicitlymodeled). 3. Basis of Design Development: a. Regulatory Compliance Definition: Perform a desk -top assessment of capacity and State regulatory design and redundancy criteria of major treatment processes based upon State regulatory design guidelines and industry standard design criteria (i.e. Texas Commission on Environmental Quality (TCEQ) Chapter 217 — Design Criteria for Domestic Wastewater Systems). The processes listed in Table 2 — BODR Level of Analysis will be included in the assessment. b. Process Modeling: Develop a whole -plant process model for Phase I of the proposed Barry Rose WRF using GPS-X under varying flow and load conditions for use in design optimization, process performance analysis, and design criteria development. i. Provide for seasonal based calibration of the process model based on available data. ii. Identify any potential variances needed from the design or quality criteria and coordinate with the Client for pursuing variance approvals from governing regulatory agencies (list agencies as needed i.e. TCEQ, FDEP, etc.). iii. Document findings in a Technical Memorandum to be included in the Appendix ofthe BODR. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B c. Project Feature Definitions: Prepare recommendations for the project features outlined in Table 2- BODR Level of Analysis. Specific design details to be included in BODR are listed under the column titled Level of Analysis. FNI Team will present Basis of Design recommendations for each Project Feature at initial monthly progress meetings to facilitate input on the design from the Client. The recommendations and feedback will be documented in the Basis of Design Report. Table 2 — BODR Level of Analysis Project Feature Level of Analysis New Longwood Lift Station Determine general wet well size, number of pumps, pump head and capacity, configuration, location, and construction method. Force Main Finalize force main diameter, final alignment, materials of construction, locations where trenchless construction will be required and easement limits. Influent Lift Station Determine general wet well size, number of pumps, pump head and capacity, configuration, location, and construction method Headworks Determine equipment capacities and manufacturer model number to be used as basis of design. Determine conceptual foundation type. Sequencing Batch Reactors Determine volume and general dimensions of SBRs. Evaluate need for EQ basin. Determine conceptual foundation type. Blowers—SBRs, Aerated Sludge Holding Tanks, and Post Aeration Determine individual blower capacities and manufacturer model number to be used as basis of design WAS Pump Station Determine individual pump capacities and manufacturer model number to be used as basis of design Filtration Determine number, individual capacities and manufacturer model number to be used as basis of design. Determine conceptual foundation type. SC-11 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Project Feature Level of Analysis Disinfection Determine the number, size, and configuration of UV reactors. List the manufacturer model number to be used as basis of design. Determine conceptual foundation type. Effluent Pump Station Determine individual pump capacities and manufacturer model number to be used as basis of design. Aerated Sludge Holding Tanks Determine if existing sludge holding tanks should be reused. Structural integrity and overall plant layout will be considered in the decision to reuse or demolish existing tanks. Determine volume and general dimensions of new tanks if used. Sludge Dewatering System Determine the number, size, and configuration of belt filter presses. List the manufacturer model number to be used as basis of design. Primary Electrical Power Distribution Develop one -line diagram, electric load analysis, and any restrictions or requirements of utility power provider. Provide the location of main electrical switchgear (i.e. which building) and overall dimensions of electrical room(s). Secondary Back -Up Electrical Generators Determine the number, size, fuel -type, and configuration of backup power generators. List the manufacturer model number to be used as basis of design. SCADA Describe SCADA architecture for onsite and offsite communication and control. Administration and Operations Buildings List type and number of rooms and spaces to be included in each building. List materials of construction and general outline of building. List the conceptual approach to HVAC. Site Determine general location of Project Features. Provide further consideration of the feasibility of including all basins on existing property. Identify the current regulated floodway boundary based on review of published information. d. Alternatives Analysis: As described above, the number of design alternatives analyzed as part of the design will be limited in order to expedite the project for the benefit of the Client. This proposed approach is recommended because the Basis of Design will largely follow the SC-12 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B concepts outlined by the preferred alternative in the WRF Consolidation Study and design features incorporated in the recent John Hargrove Environmental Center (JHEC) WRF expansion. There are however certain Project Features that will need to consider more than one alternative, as listed below: i. SBR alternatives; namely, use of an equalization basin vs. larger SBRs, filters, and disinfection processes. Also consider up to three alternatives for supernatant decanting. ii. Site configuration alternatives; namely, site layouts assuming additional property acquisition vs. incorporating all basins on a single site. iii. Odor control alternatives; namely, use of odor control for the influent lift station and headworks or not, and the odor control methodology utilized. iv. Longwood Diversion Force Main Alignment; while the general route has been agreed to, the details of the alignment (east or west side of the creek, etc.) need to be analyzed and agreed to as a part of this alternatives analysis. This analysis will include a hydraulic analysis, OPCC, and easement review for each variation of the baseline alignment alternative. v. Electrical, Dewatering, Administration and Operation Building alternatives; namely, individual buildings vs. one or more consolidated buildings. vi. Aerated sludge holding tank alternatives; namely, use of existing tanks vs. new tanks. vii. Disinfection criteria; namely, sizing UV module dose for permit E. coli count vs. Type 1 reuse fecal count. e. Structural Design Evaluation: Review existing geotechnical data and Phase 1 design concepts and document structural design philosophy and additional geotechnical needs. Determine general foundation type for major unit processes. f. General Sequencing Evaluation: Provide a high-level analysis of general project sequencing to accommodate constructability of the new WRF and operability of the existing WRF. Identify high-level constructability and operability risks. Suggest project sequencing to mitigate such risks. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B g. Basis of Design Report (BODR): Document the Basis of Design in a concise report that primarily documents design features in tabular format. Appendices will include the following: i. 15% Design Drawings: Include 15% level design drawings, including: 1. Hydraulic Profile 2. Site Plans, Barry Rose and Longwood 3. Yard Piping Plans, Barry Rose and Longwood 4. Force Main Alignment (Plan view only) 5. Process Flow Diagrams (PFDs) 6. Electrical One -line Diagram, Barry Rose and Longwood 7. SCADA Architecture ii. JHEC Reference Drawings: Pertinent drawings of individual process unit plans and sections from the JHEC WRF Expansion will be included and provided with additional annotation indicating changes in overall length, width, and depth dimensions. iii. Major Equipment List and Cut Sheets: List of all major process mechanical equipment and the manufacturer provided dimensional drawings and equipment information. iv. Electrical Load Analysis: List of the electrical power demand of major equipment, buildings, etc. v. Design Codes: List design codes and regulatory criteria that will influence each design discipline. vi. Design Development Slide Decks: PowerPoint slide decks discussing the BODR development presented during initial monthly progress meetings will be included in the appendices of the BODR. h. Incorporate one (1) round of compiled review comments from the Client Team and CMAR and provide Final BODR to the Client. Upon completion of the BODR, all criteria documented for each Project Feature will be considered "frozen". Revision to the BODR criteria during the Final Design will be provided as a Client Directed Service. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B i. Deliverables: i. Draft Basis of Design Report 1. One (1) PDF electronic copy of Draft PDR with 15% design drawings as appendices. ii. Final Basis of Design Report 1. One (1) PDF electronic copy of Final PDR with 15% design drawings as appendices. D. FINAL DESIGN DEVELOPMENT: FNI Team shall provide professional services in this phase as follows: 1. Detailed design elements shall be developed using AutoCAD and Autodesk Revit BIM software for modeling the plant arrangement, coordinating with the Client on the detailed mechanical, equipment, and structures, and for the development of plan sheets for bidding and construction purposes. As such, some reviews will include 3D BIM Model reviews and some will incorporate traditional 2D plan reviews. Civil 3D will be utilized for site grading, yard piping, and the force main alignment. Proposed review workshops and milestones are listed above under Meetings and Site Visits. 2. Prepare BIM models, drawings, specifications, designs, and layouts of improvements to be constructed for each milestone submittal described below and for the final construction contract documents. The scope of work assumes that the Design Criteria documented in the BODR will be incorporated into the Final Design. 3. This project assumes the use of the Front -End Documents (Div. 00) developed by the CMAR. FNI Team will use its technical standards for drawings and its technical specifications. FNI Team will review CMAR Front -End Documents and coordinate with the Client, Owner's Advisor and CMAR for any changes to spec standards in the Supplemental Conditions and Front -End Documents. 4. The scope of work is based on the project being divided into up to four (4) GMP Packages, with three (3) provided as part of Basic Services and the option to provide a fourth GMP as a Special Service. FNI Team will provide individual sets of plans and specifications to reflect each GMP Package. The three GMP packages provided as part of Basic Services are assumed to include: a. Pre -procurement of major equipment and materials DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B b. Offsite Improvements (Longwood Lift Station, Force Main, Longwood WRF Decommissioning) c. Barry Rose WRF Improvements (Balance of Plant) One additional package may be provided as part of a Special Service, as defined below. 5. Equipment and Materials Pre -procurement Package - Develop expedited technical specifications for equipment and materials to be pre -procured, up to the number described below: a. The level of effort assumes technical specifications for the following process mechanical equipment: (1) SBR equipment including magnetic bearing turbo blowers, (2) bar screen, (3) grit removal equipment, (4) cloth disk filtration units, (5) UV modules, (6) Belt Presses, and (7) large pumps (>50 horsepower). b. The level of effort assumes technical specifications for the following construction materials: (1) rebar, (2) force main piping, and (3) large diameter valves. c. The level of effort assumes technical specifications for the following electrical equipment: (1) Major (>2000 amp) breakers, (2) generators, (3) transformers, (4) switchgear, and (5) variable frequency drives. 6. 30% Design/3D Model Development a. Develop 30% complete 3D models of all proposed unit process structures. b. Develop preliminary plan and profiles for force main alignment, including locations where trenchless construction will be required. If survey is not complete by the 30% design submittal, FNI Team will utilize LiDAR for estimating natural ground. c. Conduct internal quality control (QC) of the 3D model. d. Review and comment on CMAR-led Cost Model and Schedule. e. Incorporate all review comments from the Client, Owner's Advisor and CMAR and provide 30% comment response form. 7. 60% Design: a. Prepare 60% design plans and specifications divided into up to three (3) individual packages. b. Conduct internal QC and incorporate CMAR constructability review comments at the 60% design level. c. Review and comment on CMAR-led Cost Model and Schedule. d. Incorporate all review comments from the Client, Owner's Advisor and CMAR and provide SC-16 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 60% comment response form. 8. 90% Design (Issued for Bid and Regulatory Review): a. Prepare 90% design plans and specifications divided into up to three (3) individual packages. b. Conduct internal quality control (QC) and incorporate biddability review comments at the 90% design level. c. Review and comment on CMAR-led Cost Model and Schedule. d. Incorporate all review comments from the Client, Owner's Advisor and CMAR and provide 90% comment response form. e. Issued for Bid: Upon receipt and inclusion of 90% comments from Client, Owner's Advisor and CMAR, the 90% documents shall be used for bidding and regulatory review. 9. 100% Design (Issued for Construction): a. Reconcile all changes made after bidding and regulatory review phase. b. Prepare final Issued for Construction (IFC) design plans. c. Prepare final IFC project specifications. d. Conduct internal quality control (QC) at the 100% design level. e. Review and comment on CMAR-led Cost Model and Schedule. 10. Regulatory Review and Coordination a. Furnish Client, when requested, the engineering data necessary for applications for routine permits required by local, state and federal authorities. Preparation of applications and supporting documents for government grants, TWDB or other funding is an Additional Service. b. 60% and 90% Plans and Specifications will be submitted through the Client's designated construction permitting departments, including: (1) Community Development, (2) City drainage, (3) City Fire Marshal, and (4) Environmental Compliance. The Client will coordinate on obtaining all local government permits. c. Submit Drainage Analysis (see Special Services) for review and approval by Brazos Drainage District No. 4 (BDD4) and Harris County Flood Control District. d. Submit force main plans for review and approval by Harris County Flood Control District and all other approving agencies. SC-17 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B e. Submit Summary Transmittal Letter to the Texas Commission on Environmental Quality (TCEQ) for regulatory approval. As required, submit drawings, specifications, design documentation and Construction Contract Documents. No other submittals for regulatory or permitting reviews are anticipated or included in the Scope of Work. f. Submit plans for Texas Department of Insurance (TDI) and Americans with Disabilities (ADA) Review. 11. Deliverables: a. Equipment and Materials Pre -procurement Package i. One (1) PDF electronic copy of technical specifications to be included in the Equipment and Materials Pre -procurement package b. 30% Design/3D Model Development i. One (1) 3D PDF electronic copy of 3D model outputs of major, proposed WRF treatment units c. 60% Design i. One (1) PDF electronic copy of 60% design plans and specifications divided into up to three (3) individual packages ii. One (1) Log of Cost Model and Schedule review comments iii. One (1) Log of comment responses b. 90% Design (Issued for Bid and Regulatory Review) i. One (1) PDF electronic copy of 90% design plans and specifications divided into up to three (3) individual packages ii. One (1) Log of Cost Model and Schedule review comments iii. One (1) Log of comment responses c. Issued for Construction i. One (1) PDF electronic copy of 100% design plans and specifications divided into up to three (3) individual packages ii. One (1) Log of Cost Model and Schedule review comments iii. One (1) Log of comment responses SC-18 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B E. BID PHASE: Bid phase services assume the project is constructed based on a Construction Manager at Risk (CMAR) project delivery method and that the project will be divided into up to four (4) guaranteed maximum price (GMP) proposal packages. Each GMP package will be divided by the CMAR into multiple bid packages according to the CMAR's subcontractor and vendor management plan. It is further assumed that a total of twenty-four (24) separate subcontractor bid or equipment procurement bid packages will be let by the CMAR to complete procurement of the project. FNI Team will assist the CMAR and Client with the following activities during the bidding process. 1. Respond to questions and interpret bid documents. Prepare technical information to be incorporated into addenda by CMAR. The level of effort assumes forty-eight (48) bid phase RFI's. 2. Attend up to four (4) pre -bid meetings and assist CMAR in describing technical aspects of the project to prospective bidders. 3. Generally, the CMAR tabulates and analyzes bids. However, if the CMAR elects to submit a bid in order to potentially self -perform a portion of the work, Owner'sAdvisorwill assist Client to tabulate and analyze the bids received. Owner's Advisor will review the qualification information provided by the apparent low bidder to determine if, based on the information available, they appear to be qualified to construct that portion of the project. 4. Deliverables: a. Electronic copies of plans, specifications, bidding documents, and addenda ARTICLE II SPECIAL SERVICES: When requested by the Client, FNI Team shall render the following professional services, which are not included in the Basic Services described above, in connection with the development of the Project: A. GEOTECHNICAL a. FNI Team will render the following geotechnical engineering professional services in connection with the project consisting of field exploration, laboratory testing, engineering analysis, and reporting. b. Field Investigation i. Select appropriate locations for exploratory borings within the vicinityof the proposed improvements at each site and along the force main alignment, including portions of the alignment to be constructed using trenchless methods, including within the Golfcrest Country Club. SC-19 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B ii. The FNI Team will coordinate with the Client and Texas 811 regarding underground utilities within the vicinity of the planned boring locations priorto commencement of the field exploration activities. iii. Subcontract with a drilling contractor to drill exploratory borings forthe proposed improvements. iv. The level of effort assumes the following individual fieldexploration deployments, laboratory testing, and geotechnical reports: a. Longwood WRF Site — Assuming up to three borings and a total, nonconsecutive boring depth of 90 If. b. Existing Barry Rose WRF Site Deployment 1— Assuming up to four (4) borings and a total, nonconsecutive boring depth of 120 If and up to three (3) cone penetrating test (CPT) locations with a nonconsecutive depth of up to 90 If. c. Adjacent Property to Barry Rose WRF Site — Assuming up to five (5) borings and a total, nonconsecutive boring depth of 210 If and up to six (6) CPT locations with a nonconsecutive depth of up to 300 If. This deployment may include additional borings on the existing Barry Rose WRF site. d. Force Main Alignment Deployment 1— Assuming up to fifteen (15) borings and a total, nonconsecutive boring depth of 350 If. Including the installation of 3 piezometers and performing up to 3 slug tests. e. Force Main Alignment Deployment 2 — Assuming up to five (5) borings and a total, nonconsecutive boring depth of 130 If. c. Collect geotechnical soil samples using conventional split -spoon and/or thin -wall tube sampling techniques for laboratory testing and analysis. d. Convert three (3) of the borings to piezometers for water depth measurements. Boreholes not converted to piezometers will be backfilled with cuttings after drilling. Record water levels in the piezometers after 24 hours and 30 days. e. Perform laboratory testing that will generally consist of moisture content, No. 200 Wash, Atterberg limits, and strength testing. SC-20 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B f. Prepare a geotechnical report presenting our findings. The report will be sealed by a Professional Engineer licensed in the State of Texas and will include thefollowing: i. Description of work scope, laboratory, and field procedures; ii. Maps and boring plans; iii. Boring logs and laboratory test results; iv. Description of subsurface soil and groundwater conditions; v. Earthwork considerations, including OSHA soil classifications; vi. Excavation characteristics of onsite soils; vii. Dewatering recommendations viii. Lateral earth pressures; and ix. Geotechnical guidelines for open -cut and trenchless construction. x. Structural recommendations for proposed foundations. B. SURVEY 1. Topographic survey: Obtain the services of a licensed Land Surveyor to perform topographic survey of the two existing WRFs, property immediately adjacent to the Barry Rose WRF and force main alignment. a. Ownership Map (To be prepared once alignment is finalized) i. City of Pearland sends out Right -of -Entry Letters to landowners along the proposed route. ii. Contact BDD4 and HCFCD to provide any mapping that shows their rights -of -way and easements (if any) along the portions of the route along Clear Creek. iii. Obtain copies of all recorded subdivision plats along the route. iv. Research the deed records in the County Clerk's Offices in Brazoria and Harris Counties to obtain copies of deeds to land that will be affected by proposed alignment. v. Prepare an Ownership Map consolidating all of the information gathered above. b. Route Topographic Survey (After Right -of -Access has been granted by affected Landowners) i. Establish Temporary Benchmarks (TBMs) along the proposed route based on City of SC-21 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Pearland Monumentation. ii. Utilizing the Phase One Ownership Map, recover sufficient property corner monumentation to re-establish property lines and easement lines along the proposed route. iii. Mark the location of the centerline of the proposed route utilizing the final alignment. iv. Establish elevations at 100-foot intervals and at all breaks in grade along the centerline and along lines located 10-feet on either side of the centerline. v. Locate all visible improvements within the proposed route, including pavement, power poles, overhead electric lines, fences, structures, etc. vi. Contact Texas One Call to have all private underground utilities marked that cross or are within the project limits. vii. Locate all marked utility line pin flags and paint marks. viii. Consult with the City of Pearland to determine the location of any waterlines, sanitary sewer lines and storm sewer lines that cross or are within the project limits. ix. Horizontally and vertically locate upstream and downstream sanitary and storm sewer manholes and flowlines on lines crossing the project route. x. Prepare a continuous drawing showing the topographic survey information overlaid onto the Ownership Map using Autodesk Civil 3D 2021. c. Topographic Surveys on the Longwood and Barry Rose WWTPs i. WRF surveys will be performed in two separate deployments. Deployment 1 will include topographic surveys at the existing Barry Rose WRF and Longwood WRF. Deployment 2 will include topographic survey of the property immediately adjacent to the Barry Rose WRF. ii. Topographic Surveys will be performed on both treatment plants. iii. WSG will incorporate the survey prepared by Stantec on a portion of the Barry Rose WRF if the .dwg files are provided. iv. The surveys will locate all visible improvements and will establish elevations at 100-foot grid intervals and at all breaks in grade. v. Individual surveys will be provided for each plant site. SC-22 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B C. SUBSURFACE UTILITY ENGINEERING (SUE): a. Coordinate with the CMAR to provide SUE Quality Level "A" (QLA) information for up to thirty-six (36) test hole locations along the at the Barry Rose and Longwood WRFs and up to twelve (12) test holes along the force main alignment up to ten (10) feet below existing grade. QLA services will be in accordance with ASCE Publication Cl/ASCE 38-02 (Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data). The CMAR will excavate test holes by means of non-destructive vacuum excavation methods and restore surface to existing conditions. The CMAR will produce a summary sheet containing the coordinates and elevation to the top of the utility at each test hole location, identify utility type, size, material, depth, and incorporate the test holes information in the surveyor's topographic survey file. D. PROPERTY ACQUISITION a. Property and Easement Valuation i. FNI Team will provide a valuation of the fee simple and easement interest of several parcels of land and improvements in Pearland, Texas. ii. Inspection: FNI Team will conduct a physical inspection of the Subject Property from existing right-of-way or aerial mapping. Owners, if required, will be contacted by certified mail, regular mail, and phone (if available) to set appointments for inspections of each tract. iii. Valuation Approaches: All three traditional approaches to value will be considered. iv. Report Type: An electronic copy of a Summary Appraisal Report will be provided. v. Appraisal Standards: Appraisals will comply with Uniform Standards of Appraisal Practice (USPAP). b. Easement Acquisition i. FNI Team will furnish qualified personnel to assist the City on right-of-way related services for the easement acquisition of fifteen (15) parcels of land, one (1) fee acquisition, and five (5) temporary construction easements. Services to be performed shall include, but not be limited to, acquisition, negotiations, preparation of condemnation packages, settlements/closing, and relocation. The City will contract separately with appraisers, title companies, surveyors, environmental SC-23 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B engineers, real estate and condemnation attorneys and other professional services as needed. FNI will utilize the City standard acquisition schedule forms and documents. Services to include items listed below. ii. Project Administration 1. Project Kick -Off Meeting a. Attend preliminary kick-off meeting with City and Owner's Advisor to discuss project. b. FNI Team will collect, review and verify existing information as well as other information provided by the City (and others) such as, but not limited to surveys, public and private utilities, topographical maps, right of way (ROW) acquisition/maps, record drawings, preliminary plans/drawings, other plans/drawings; and be responsible for any such information utilized in connection with services performed. c. Discuss project requirements and delineation of consultant responsibilities. d. Discuss individual parcels and their relations to the project as a whole. e. Provide a project plan of action and schedule to the City that outlines the scope as discussed. 2. Communication a. Maintain current status reports of all parcel and project activities and provide monthly or as requested by the City. b. Attend monthly progress meetings to discuss progress, schedule, problems, and resolutions or as requested by the City. 3. File Management a. Create individual parcel files per City standards. b. Maintain copies of all correspondence and contacts with propertyowners. c. Maintain records of all payments, amount, and date paid. d. Furnish individual parcel files to the City in hard file and PDFformat. iii. Land Acquisition SC-24 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 1. Title Services a. Review preliminary title commitment or preliminary title search. Cost to preliminary title will be paid by the City and will not be provided in the scope of work. b. Analyze preliminary title report to determine potential title problems, propose methods to cure title deficiencies. 2. Negotiations a. Review all appraisal reports for each parcel to determine consistency of values, supporting documentation related to the conclusion reached. b. Initial contact in the form of an informational letter to each landowner describing the project and its impact upon the landowner's property. c. Follow up on initial contact with a phone call to schedule a face-to-face meeting with the landowner. d. Prepare the initial offer letter, instruments of conveyance and any other documents required or requested by the City on applicable City forms. e. Meet in in person and negotiate in "Good Faith" with the landowner to work out and obtain in an agreement and compensation that is beneficial to the owner and the City. f. Present the written offer in person where practical and deliver appraisal report. g. Maintain follow up contacts and secure the necessary instrument upon acceptance of the offer for closing. h. Respond to property owner inquiries verbally and in writing in a timely fashion. i. Prepare a negotiator contact report for each parcel per contact. j• Advise property owner on the Administrative Settlement process. Transmit to the City any written counteroffer from property owners including supporting documentation, along with a recommendation from provider. k. When "Good Faith" negotiations fail after at least two face-to-face meetings and reasonable effort and correspondence with the landowner, SC-25 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B the FNI Team will provide evidence of negotiations and correspondence and meet with the City to discuss further action. I. When the prescribed date for an administrative offer pass without response from the landowner the consultant will prepare a condemnation file according to the City's direction and in conjunction with the City Attorney's request. m. Prepare final offer letter, documents of conveyance as necessary. n. Perform those duties required to secure agreements to allow the project to commence forward. o. Perform those duties required to coordinate the relocation of persons, families, businesses, farm or nonprofit organizations affected by the City's property acquisition. iv. Closing 1. Closing Services — Settlement a. Title services, title insurance commitments, policies, closing and escrow services and update title commitments will be provided by the Title Company selected by the City. b. Attend closing as needed and provide closing services to support the Title Company. c. Record all original instruments, when applicable, immediately after closing at the respective County Clerk's Office, except for donations which will be forwarded to the City for acceptance prior to closing. d. Coordinate with Title Company to secure all documents to transfer clear title to the City. e. Prepare TREC promulgated Unimproved Property Contract, if required by the Title Company. f. Furnish recording information and copies of recorded documents to the City. g. Assist the property owner in curing the title in order to complete the transaction. SC-26 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 2. Closing Services — Condemnation a. Maintain a copy of the condemned parcel. In an event of a judgment/award, consultant shall coordinate with the City's right of way coordinator to obtain copies of all executed post hearing documents for the condemned parcel. (award, JAO, deposit letter). b. If a settlement is agreed upon by both parties prior to condemnation, FNI team shall coordinate with the City's Attorney to complete all necessary procedures to close the file. c. Provide all closed parcel files including condemned parcels to the City. 3. Additional Services a. Any changes to any parcel, including but not limited to, plan changes, splits of the parcel, re -appraisal, plat changes, survey changes, or other changes will be billed at an hourly rate not to exceed per parcel amount. E. SURGE ANALYSIS a. Phase I — Collect Data: Consultant will review proposed force main alignment sheets prepared for the nominal 20-inch force main from the Longwood Lift Station. Such data will be reviewed, evaluated, and formatted, as needed, for input to simulation model building. Consultant will review and verify completeness and consistency of force main alignment sheet data and record data to ensure that it represents the current design, including force main elevation profile, force main materials, design pressure, and locations and size of combination air and vacuum valves. b. Phase II — Building of Synergi Pipeline Simulator (SPS) model for the system: FNI Team will build the surge analysis computer model using Synergi Pipeline Simulator (SPS) Version 10.4. Model will include the proposed 20-inch force main elevation profile, Longwood Lift Station pumps, valves, and piping, and locations and sizes of combination air and vacuum valves. The SPS computer model will be calibrated to meet the steady state flow operating conditions established for the system, with target pressures and flowrates based on design parameters. The surge model will include appropriate boundary conditions for characterizing the upstream supply and the downstream delivery. c. Phase III —Transients Case Simulations based on 90% Design Drawings: Consultant will model SC-27 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B up to three hydraulic transient scenarios including: i. Power failure at the Longwood Lift Station with the 20-inch proposed force main in service. All running pumps trip simultaneously. ii. Power failure of a single pump at the Longwood Lift Station with the 20-inch proposed force main in service. All remaining pumps continue to run. iii. Pump Station start-up of a single pump. iv. Base Case Simulations - The above transient cases shall be simulated for base case conditions as determined for the designed rate of flow. All surge protection devices shall be included in analysis. v. Surge Resolution Simulations - If either the maximum allowable surge pressures or the worst -case allowable vacuum conditions are violated under the above simulated transient scenarios, then additional surge protection devices will be sized and added to the model, and the simulations will be re -run to meet the desired conditions. d. Phase IV — Technical Memorandum Preparation: Review and interpret results of computer simulations and provide a technical memorandum with graphs and plots of simulation results. The draft technical memorandum will be submitted for review and comments. A meeting or phone conference will be scheduled to review and discuss comments. A final technical memorandum will be issued that includes the resolution of comments. The final approved recommendations for the transient study will be incorporated into the final design of the force main by the design engineers. i. Deliverables: 1. Draft Technical Memorandum 2. Final Transient Technical Memorandum F. DRAINAGE ANALYSIS a. A site drainage analysis for the development of the Barry Rose and Longwood WRF sites will be prepared and submitted to City of Pearland, Brazoria Drainage District No. 4 (BDD 4) and Harris County Flood Control District (HCFCD). Analysis will follow guidelines set forth in the City of Pearland's Engineering Design Criteria Manual Chapter 5. The goal of the drainage analysis is to demonstrate no adverse impact to offsite stormwater runoff from the proposed WRF improvements based on City of Pearland, BDD4 and HCFCD drainage criteria. The following tasks are part of the site drainage analysis. SC-28 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B i. Conduct site visits (separate from those provided as part of Basic Services). FNI Team engineers will conduct a site visit to each of the two WRF sites to identify existing drainage patterns and possible outfall locations, which will be coordinated with the City. The discharge point will either be an existing roadside ditch, storm sewer system, or an existing drainage channel. ii. Data Collection. FNI Team will collect available as -built plans for drainage infrastructure and coordinate with the City and Drainage Districts to obtain past drainage studies for each site. (Effort for collecting topography, aerial photos, etc. is included in Basic Services.) iii. Drainage Assessment. FNI will perform a drainage assessment associated with the site development to quantify existing and proposed peak discharges for the site and identify detention requirements to mitigate increase in peak runoff rates as necessary. Peak discharges will be developed for the 5, 10, 25, 50, 100, and 500-year storm events for both the site and areas which drain to the same discharge point. The rational method will be used to compute peak flows. The Small Watershed Method will be used to compare hydrographs to estimate detention volume requirements and size detention systems to mitigate additional runoff rates associated with the site development. Additional mitigation will be required to offset fill placed in the 100-year and 500-year floodplains. Hydraulic calculations of downstream drainage facilities will be computed to determine water surface elevation for channels to demonstrate no worsening of existing conditions. Identification or sizing of drainage improvements (channels, storms sewers, roadside ditches, or streets) downstream of the site are not included as a part of this scope of work. iv. Memorandum. A drainage memorandum will be prepared and submitted to the City for review and comments. The memorandum will contain sufficient text, supporting data and exhibits, assumptions, and methodology to clearly illustrate the methods and results of the drainage study. Up to two (2) rounds of comments from the City will be addressed to obtain a drainage approval letter. v. Agency coordination. FNI Team will coordinate with BDD4 and HCFCD to obtain drainage criteria required for the drainage analysis. FNI Team will meet with the BDD4 and HCFCD at the beginning of the study and after the drainage analysis has SC-29 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B been completed. b. The new Water Reclamation Facility (WRF) adjacent to the existing Barry Rose WRF is located within FEMA Zone AE. Therefore, approval of a Conditional Letter of Map Approval (CLOMR) from FEMA is required prior to the construction of the site. The following tasks are part of the preparation of a flood study in support of the CLOMR process. i. Assumptions. The new WRF is located within the Clear Creek floodplain. Clear Creek serves as the boundary for several political jurisdictions including City of Pearland, City of Houston, City of Friendswood, and Harris County. It is assumed that the following CLOMR effort will have to be completed for all communities affected by changes in the Base Flood Elevation (BFE), Special Flood Hazard Area (SFHA), and/or floodway. It is anticipated that only the City of Pearland and Harris County will be affected by development of this project. Therefore, the drainage impact analysis to demonstrate no adverse impact to Clear Creek will have to be performed for the effective models in Brazoria and Harris County. It is anticipated that there are two sets of hydraulic models in Harris County that will need to be evaluated. This includes the FEMA effective and best available (MAAPnext) models. Additional effort will need to be accounted for if other communities are affected by this project. ii. Data Collection. FNI will collect FEMA effective hydrologic and hydraulic models necessary to complete the analysis for Brazoria and Harris County. iii. Hydrologic Analysis. It is assumed there will be no changes to the effective hydrologic flows due to the size of the site. iv. Hydraulic Analysis. The impact analysis to demonstrate no adverse impact to Clear Creek will have to be performed for the effective models in Brazoria and Harris County. It is anticipated that there are two sets of hydraulic models in Harris County that will need to be evaluated. This includes the FEMA effective and best available (MAAPnext) models. Develop pre -project and post project hydraulic models to capture conditions of the site. This will involve updating enough cross section to sufficiently capture changes and proposed mitigation for the site. Results of the models will be compared to determine changes in water surface elevation. FNI will coordinate drainage improvements required to demonstrate no adverse impacts for the 10, 50, 100, and 500-year storm events. v. Report and FEMA Form Preparation. A drainage memorandum will be prepared and SC-30 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B submitted to FEMA in support of the CLOMR application. The memorandum will contain sufficient text, supporting data and exhibits, assumptions, and methodology to clearly illustrate the methods and results of the drainage study. Provide the required FEMA forms including the following: • FEMA MT-2 forms for each of the affected communities (Brazoria County and Harris County). • Endangered Species Act evaluation for the proposed improvements. • Certified topographic work map of suitable scale, contour interval, and planimetric definition, which is extensive enough to show the area covered by the proposed project conditions model. • Annotated FIRM that shows the revised delineations of the floodplains (and regulatory floodway, if applicable). Proposed plans illustrating proposed grading for fill and/or excavation. • Property owner notifications if there are changes to the existing the base floodplain, increases of Base Flood Elevations, or change in the floodway delineation. • If applicable due to an increase in the BFE due to encroachment of the effective floodway, certification of no affected structures, documentation of individual legal notices, evaluation of alternatives that would not result in an increase in BFE, and concurrence of the Chief Executive Officer of any communities affected by the proposed actions. vi. Regulatory Coordination. Provide necessary coordination with City, FEMA, and affected communities to provide technical information in support of the CLOMR application. Up to two (2) rounds of comments from FEMA will be addressed to obtain CLOMR approval. G. ENVIRONMENTAL PERMITTING a. The FNI Team will evaluate environmental issues and permitting requirements associated with the proposed: (1) Barry Rose WRF site and adjacent property, (2) Longwood WRF site, and (3) force main routes. This includes preparing a technical memorandum. b. Compile Information - Data such as aerial photos and project limits in digital format for a site visit will be compiled and will be used to create a Data Dictionary for the GPS data logger SC-31 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B for data collection. c. Conduct site visit/site review - FNI Team environmental scientist(s) will conduct a site visit to observe and document existing conditions (environment) and assess project impacts along the selected alignment(s). The presence and general locations of waters of the U.S., including wetlands; potential threatened/endangered species habitat; and vegetation will be identified within the proposed project limits. This scope does not include wetland delineation. d. Consult with Texas Historical Commission (THC) - Projects sponsored by public entities that affect a cumulative area greater than five acres or that disturb more than 5,000 cubic yards require advance consultation with the Texas Historical Commission according to Section 191.0525 (d) of the Antiquities Code of Texas. Because the proposed project is expected to exceed these thresholds, coordination with THC will be required. FNI Team will prepare a letter to the Texas Historical Commission describing the project and requesting their review. Follow up studies that may be required by the THC can be conducted as a Client Directed Service if required. e. Air Quality Permitting i. Preliminary Evaluation — FNI Team will review potential onsite air pollution sources for applicability to TCEQ Permit -by -Rule. FNI Team will submit an email memo to summarize findings. ii. If a Permit -by -Rule is required, the FNI Team will provide the scope of services to develop compliance materials and a tracking spreadsheet as a Client Directed Service. f. Prepare Technical Memorandum - FNI Team will assess relevant project data, permitting requirements and the project design and prepare a technical memorandum documenting the results of the site visit and site review. This will include an assessment of readily apparent environmental issues and an opinion on the Section 404 and other permitting requirements. FNI Team will recommend what, if any, additional studies are needed, provide input into the routing of the force main, and will provide a recommendation as to viable alternative(s) from an environmental perspective. Up to three alternatives will be assessed. Additional studies are not included in this scope of services. g. Project Team Coordination - FNI Team environmental scientists will coordinate with the project team regarding the site visit/site review findings and provide environmental input SC-32 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B during the design and project routing. H. PHASE I ESA FOR NEW PROPERTY ACQUIRED a. Phase I ESA: The FNI Team will conduct an All -Appropriate Inquiries compliant Phase I Environmental Site Assessment for the proposed purchase of land based on the current ASTM Standards (E 1527-21) which will include: i. Records review (reasonably ascertainable standard sources) a. Government environmental database review b. Historical aerial photographs and maps c. Historical Sanborn Fire Insurance Map d. Zoning/land use records e. USGS topographic map f. Property tax files g. Other historical sources h. Environmental Lien Search ii. Site reconnaissance a. Current and past uses of the property b. Current and past uses of adjoining properties c. Current and past uses in the surrounding area d. Geologic, hydrogeologic, hydrologic, and topographic conditions e. General description of structures f. Identification of roads adjoining and/or across the property g. Potable water supply h. Sewage disposal system iii. Interviews a. Present and past owners b. Local government officials c. Site Manager SC-33 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B TPDES PERMITTING a. FNI Team will schedule, prepare for, and participate in a pre -application meeting with TCEQ, Engineer, and Owner to discuss the major amendment application. The pre -application meeting will be requested via the form to request pre -application meetings from TCEQ. The pre -application meeting will outline the plan for the Barry Rose WRF major amendment with renewal to attempt and mitigate potential delays with the anticipated expedited project schedule. b. TASK I — PERFORM OPTIMIZATION MODELING FOR THE BARRY ROSE WRF Task I will involve gathering information necessary to develop a water quality model to support the TPDES permit application for the expanded Barry Rose WRF. The modeling will build on the initial modeling conducted by the FNI Team in early-2022. i. Perform Optimization Water Quality Modeling ii. Review existing water quality model for Clear Creek Above Tidal (Segment ID 1102) and evaluate the impact of an increase in permitted flow for the facility to up to 32.5 MGD. Request TCEQ's most updated model to use in modeling evaluation. iii. Prepare preliminary model for Clear Creek Above Tidal using the two flow phases incorporating a nearby discharge upstream and discharges downstream of the Barry Rose WRF. iv. Model up to 3 scenarios if additional flow phasing considerations are identified. v. Meet with the Client and Consultant to discuss the results of the flow modeling. vi. Meet with TCEQ water quality modeling staff to discuss the model. vii. Document Water Quality Modeling 1. Using the results of Task I, finalize preliminary modeling to demonstrate the impact of the increased flow on the receiving stream and determine the preliminary effluent limits for the Barry Rose WRF. 2. Prepare a draft TM (modeling TM) that addresses the TCEQ's information requirements for modeling. 3. Coordinate with TCEQ water quality modeling staff to discuss the modeling TM for inclusion in the permit amendment application or support the TCEQ's SC-34 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B technical review of the application. 4. Prepare a final modeling TM for submittal with the TPDES major amendment permit application. c. TASK II — PREPARE TPDES MAJOR AMENDMENT WITH RENEWAL PERMIT APPLICATION Task II consists of tasks necessary to prepare a TPDES major amendment with renewal permit application for Barry Rose WRF. The Barry Rose WRF's permit application will need to be submitted at least 180 days prior to its expiration on November 13, 2023. i. Initiate Application Project And Gather/Develop Appropriate Information 1. Review the information from the previous Barry Rose TPDES Permitapplication. 2. Prepare a list of additional information to be provided by the Consultant or Client and the appropriate format for presenting the additional information. The list of information needed will include items, such as, but not limited to: laboratory analytical data for effluent sampling, sludge analyses, industrial pretreatment program information, whole effluent toxicity testing results, new phases' site layout plans, phasing/expansion plans, and new or modified treatment unit descriptions/dimensions. FNI Team will provide a detailed list of effluent sampling requirements for the application. Client will be responsible for collecting samples and coordinating with a certified laboratory of choice. Sampling costs are the responsibility of the Client. 3. Prepare for and participate in a project strategy meeting with the Consultant and Client. 4. Prepare for and participate in a pre -application meeting with TCEQ to discuss the major amendment application. The pre -application meeting will be requested via the form to request pre -application meetings from TCEQ. 5. Visit the site to review the outfall location stream. Photographs will be collected as needed for Task II.B, which will include upstream and downstream of the outfall and proposed treatment unit areas. ii. PREPARE PERMIT APPLICATION DOCUMENTS 1. Complete the application forms, assemble the necessary worksheets, and prepare appropriate exhibits for a TPDES major amendment permit application. SC-35 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B The FNI Team will prepare a description of the facility, listing of the major treatment units with dimensions of each unit (from information provided by BODR), process flow diagram(s), facility site plan, location map(s), and results of pollutant analyses of effluent. 2. FNI Team will review the effluent sampling results, screen the results to compare to existing permit limits, and advise on any additional analyses, asappropriate. 3. Provide draft copies of all permit application documents for Client review. Comments will be incorporated into the application, as applicable. Four hardcopies of the application will be submitted to the TCEQ and one electronic copy via TCEQ File Transfer Protocol (FTP) site. Permit application will be submitted at least 180 days prior to its expiration on November 13, 2023. 4. Submit proof of payment of the application fee. Any fees will be responsibility of the Client. iii. RESPOND TO TCEQ DURING ADMINISTRATIVE REVIEW PROCESS 1. Respond to TCEQ requests for additional information during the administrative review until TCEQ declares the application administratively complete. 2. Assist the Client with publication of the notice of application. The Client will be responsible for publishing the notices and paying the costs of the publishing. 3. Provide a hardcopy of the application to the Client for placement by the Client in a suitable location for public viewing. d. TASK III — ASSIST WITH PERMIT APPLICATION PROCESSING AND REVIEW UNTIL PERMIT ISSUANCE Task III services include tasks associated with TCEQ permit application processing: i. ASSIST WITH RESPONDING TO COMMENTS 1. Respond to TCEQ requests for additional information during the technical review. This may include technical information regarding aspects of the application, water quality modeling questions, or other technical information. 2. Track the application through the permitting process by periodically contacting TCEQ staff responsible for developing the permit. SC-36 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B ii. REVIEW AND COMMENT ON DRAFT TPDES PERMIT 1. Review the initial draft permit provided by the TCEQ. 2. Prepare a draft response -to -draft letter, coordinating with the Client, for submission to TCEQ. 3. For purposes of this scope of services, it is anticipated that the draft permit process will include a total of 3 rounds of draft permits from the TCEQ from the initial draft to a final draft prior to the final public notice. 4. Assist the Client with publication of the second notice. The Client will be responsible for publishing the notices and paying the costs of the publishing. e. PREPARE TPDES LONGWOOD WRF PERMIT RENEWAL APPLICATION i. INITIATE APPLICATION AND GATHER/DEVELOP APPROPRIATE INFORMATION 1. Review the information to be provided by the City and the appropriate format for presenting the additional information. The list of information needed will include items, such as, but not limited to, laboratory analytical data for effluent sampling, sludge analyses, industrial pretreatment program information, photos of structures/treatment units (if needed), and whole effluent toxicity testing results. FNI Team will provide a detailed list of effluent sampling requirements for the application. City will be responsible for collecting samples and coordinating with a certified laboratory of choice. Sampling costs are the responsibility of the City. 2. Prepare for and participate in a project strategy meeting with the FNI Team and City. ii. PREPARE PERMIT APPLICATION DOCUMENTS 1. Complete the application forms, assemble the necessary worksheets, and prepare appropriate exhibits for TPDES renewal permit application. The FNI Team will use the previous permit application to develop a list of treatment units, treatment unit dimensions, treatment process flow diagram, facility site plan, and location map(s). 2. FNI Team will review the effluent sampling results, screen the results to compare to existing permit limits, and advise on any additional analyses, asappropriate. SC-37 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 3. Provide draft copies of all permit application documents for City review. Comments will be incorporated into the application, as applicable. Four hardcopies of the application will be submitted to the TCEQ and one electronic copy via TCEQ File Transfer Protocol (FTP) site. 4. Submit proof of payment of the application fee. Any fees will be the responsibility of the City. iii. RESPOND TO TCEQ DURING ADMINISTRATIVE REVIEW 1. Respond to TCEQ requests for additional information during the administrative review. This scope includes one (1) round of comments with TCEQ. 2. Assist the City with publication of the notice of application. The City will be responsible for publishing the notices and paying the costs of publishing. 3. Provide a hardcopy of the application to the City for placement by the City in a suitable location for public viewing. f. TPDES ADDITIONAL SERVICES i. Prepare for and participate in additional meetings with Consultant or Client to discuss the project, beyond that provided for in BASIC SERVICES. ii. Conduct field reconnaissance to collect data or information not provided by the Consultant or Client not otherwise accounted for in BASIC SERVICES. iii. Collect or direct the collection of water quality data. iv. Perform water quality modeling optimization beyond the three scenarios or discussions with TCEQ beyond those identified in BASIC SERVICES or perform water quality modeling to an additional discharge location or an alternate discharge location. v. Modify or resubmit portions of an already submitted permit application. vi. Additional rounds of review of comments on the draft TPDES permit beyond three rounds. vii. Securing right of entry to property to collect transects, flow/velocity readings, and/or additional data/field reconnaissance. viii. Conduct hydraulic analysis of cumulative flow or flow impacts in Clear Creek Above SC-38 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Tidal or receiving waters. ix. Respond to public comments, including participating any public meetings, public hearings, or meeting with potential protestants. x. Prepare to serve or serve as an expert witness on behalf of the Client. xi. Provide technical or procedural support if proposed permit is protested. J. DECOMMISSIONING & CLOSURE PLAN a. Decommissioning - The Longwood Water Reclamation Facility (LWRF) will be decommissioned, demolished, and all existing onsite treatment units and associated infrastructure removed, so the plant can be taken out of service and flows transferred to the Barry Rose Water Reclamation Facility. FNI Team assumes that will be limited to the infrastructure on -site and within the property boundaries as listed above and will be coordinated with the Client. FNI Team assumes that the infrastructure to be demolished or abandoned includes buildings, manholes, subsurface lines, valves, pumps, tanks/basins, filters, drying beds, mechanical equipment, and electrical equipment. In addition, FNI Team assumes that the Consultant will identify any opportunities for salvaging existing equipment. The closure plan will consider the timing and coordination effort associated with the transfer station and will define the proper disposal requirements of all materials, equipment, sludge, etc. b. Closure Plan - The Consultant shall coordinate a meeting with the TCEQ to discuss the closure of LWRF and requirements for the regulatory closure associated with it. Based on the meeting, the Consultant shall prepare the required closure plan for addressing regulatory requirements associated with the closure of LWRF. A draft of the plan will be prepared for Client review. The finalized closure plan will be submitted to the TCEQ. The Consultant shall coordinate with the TCEQ to obtain approval of the closure plan. The closure plan will address sampling of facility structures, soil and groundwater sampling as required by the TCEQ, required analyses of samples, coordination with demolition contractors, coordination for location of utilities, contingency procedures, and a schedule for closure. Up to $10,000 in analytical costs are included in SPECIAL SERVICES; analytical costs beyond this amount would be covered by the Client or as part of ADDITIONAL SERVICES. Consultant will conduct one sampling event and coordinate with the laboratory. The closure plan will not address specific facility demolition specifications or plans, public SC-39 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B involvement, or implementation of contingency procedures, should they be necessary. c. Closure Report - The Consultant shall evaluate the data obtained in the site investigation (i.e., site observations during the closure investigation and analytical results) and will prepare a draft closure report for the Client's review. The final closure report will be submitted to the TCEQ. The Consultant shall provide coordination with TCEQ to gain approval of the Closure Report for the facility. The draft closure report will be finalized within one round of review. d. Deliverables • Draft and Final Longwood Water Reclamation Facility Closure Plan • Prepare form TCEQ-20029 for submittal to TCEQ to cancel TPDES permit • Coordination meeting with TCEQ and meeting minutes K. CONCEPTUAL STARTUP AND COMMISSIONING PLAN: FNI Team will prepare a high-level start-up plan and procedures for the Client staff and CMAR. The start-up plan will include identification of key milestone activities necessary for orderly start-up of the facilities. The milestone activities will include coordination of chemical deliveries, completion of any construction activities required for substantial completion, coordination of required CMAR maintenance activities, etc. The plan shall identify the time required for each commissioning phase. L. GMP PACKAGE 4: When directed by the Owner, The FNI Team will separate scope from Packages 1- 3 (as defined above) and assemble into GMP Package 4 as an early works package. The specific scope items to be included in GMP Package 4 will be determined during the basis of design phase and may include portions of the scope that would benefit the schedule, on -going WRF operations, or construction safety if expedited such as the Barry Rose on -site lift station, Headworks, and Dewatering Building. ARTICLE III ADDITIONAL SERVICES: Any services performed by FNI Team that are not included in the Basic Services or Special Services described above are Additional Services. Additional Services to be performed by FNI Team, if authorized by Client, are described as follows: 1. Field layouts or the furnishing of construction line and grade surveys. 2. Revisions to drawings, specifications, or other documents when such revisions are 1) not SC-40 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B consistent with approvals or instructions previously given by Client. 3. GIS mapping services or assistance with these services. 4. Providing consultation concerning the replacement of any Work damaged by fire or other cause during the construction and providing services as may be required regarding the replacement of such Work. 5. Providing shop, mill, field or laboratory inspection of materials and equipment. Observe factory tests of equipment at any site remote to the project or observing tests required because of equipment failing the initial test. 6. Preparing data and reports for assistance to Client in preparation for hearings before regulatory agencies, courts, arbitration panels or any mediator, giving testimony, personally or by deposition, and preparations therefore before any regulatory agency, court, arbitration panel or mediator. 7. Assisting Client in preparing for, or appearing at litigation, mediation, arbitration, dispute review boards, or other legal and/or administrative proceedings in the defense or prosecution of claims disputes with CMAR. 8. Performing investigations, studies, and analyses of substitutions of equipment and/or materials or deviations from the drawings and specifications post IFC. 9. Assisting Client in the defense or prosecution of litigation in connection with or in addition to those services contemplated by this Agreement. Such services, if any, shall be furnished by FNI Team on a fee basis negotiated by the respective parties outside of and in addition to this Agreement. 10. Providing environmental support services including the design and implementation of ecological baseline studies, environmental monitoring, impact assessment and analyses, permitting assistance, and other assistance, including permitting associated with these environmental support services, required to address environmental issues. 11. Performing investigations, studies, and analysis of work proposed by construction contractors to correct defective work. 12. Design, contract modifications, studies or analysis required to comply with local, State, Federal or other regulatory agencies that become effective after IFB. 13. Services required to resolve bid protests or to rebid the projects for any reason. SC-41 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 14. Visits to the site more than the number of trips included in Basic Services for periodic site visits, coordination meetings, or contract completion activities post IFC. 15. Any services required in support of default of the CMAR. 16. Providing support as requested by the City and /or Owners' Advisor on a T&M basis to review or evaluate construction CMAR claim(s), provided said claims are supported by causes not within the control of FNI Team. 17. Providing value engineering studies or reviews of cost savings proposed by construction CMAR after bids have been submitted. 18. Providing data, reports or briefings to City Council on the status of the project. ARTICLE IV TIME OF COMPLETION: FNI Team is authorized to commence work on the Project upon execution of this Agreement and agrees to complete the services in 18 months from Notice to Proceed, in accordance with the schedule presented in Table 3. Table 3 — Schedule Milestones Milestone Date Notice to Proceed February 27, 2023 Basis of Design Report May 12, 2023 GMP Package 1— Technical Specifications for Pre- procurement of Equipment and Materials August 4, 2023 GMP Package 2 - Issued for Bid Documents (90%) January 5, 2024 GMP Package 3 - Issued for Bid Documents (90%) April 5, 2024 GMP Package 4 - Issued for Bid Documents (90%)* October 27, 2023 * This assumes GMP Package 4 will consist of the Barry Rose Influent Lift Station If FNI Team's services are delayed through no fault of FNI Team, FNI Team shall be entitled to adjust contract schedule consistent with the number of days of delay. These delays may include but are not limited to delays in Client or regulatory reviews, delays on the flow of information to be provided to FNI Team, governmental approvals, etc. SC-42 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B ARTICLE VI DESIGNATED REPRESENTATIVES: FNI Team and Client designate the following representatives: Client's Designated Representative — Jameson Appel Assistant Director of Capital Projects 281-652-1757 jappel@pearlandtx.Rov 2016 Old Alvin Road Pearland, TX 7581 FNI Team's Designated Representative — David Munn, PE 281-733-7489 david.munn@freese.com 11200 Broadway St., Suite 2320 Pearland, TX 77584 FNI Team's Accounting Representative — Kristina Isaac 713-600-6860 kristina.isaac@freese.com 10497 Town and Country Way, Ste. 600 Houston, TX 77024 SC-43 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B ATTACHMENT CO COMPENSATION FNI proposes to perform the services outlined in the above sections for a lump sum fee of $11,406,403.00, a Cost Plus fee of up to $1,967,288.00, and a total fee of up to $13,373,691.00 as shown in the table below. Phase Barry Rose WRF Expansion (#WW1502) Longwood WRF Decommissioning Lift Station, and Force Main (#WW1906) Total Fee Fee Type Project Management $963,104.00 $97,011.00 $1,060,115.00 Lump Sum Basis of Design Development $1,789,680.00 $197,873.00 $1,987,553.00 Lump Sum Final Design Development $7,082,418.00 $1,276,317.00 $8,358,735.00 Lump Sum Lump Services Subtotal: $9,835,202.00 $1,571,201.00 $11,406,403.00 Lump Sum Bid Phase Services $366,229.00 $60,015.00 $426,244.00 Cost Plus Special Services: $683,918.00 $857,126.00 $1,541,044.00 Cost Plus Cost Plus Services Subtotal: $1,050,147.00 $917,141.00 $1,967,288.00 Cost Plus Total Services: $10,885,349.00 $2,488,342.00 $13,373,691.00 Lump Sum + Cost Plus DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B COMPENSATION ATTACHMENT CO Compensation to FNI for Basic Services in Attachment SC shall be the lump sum of Eleven Million Four Hundred Six Thousand Four Hundred Three Dollars ($11,406,403.00). Compensation to FNI for Special Services in Attachment SC shall be computed on the basis of the following Schedule of Charges, but shall not exceed One Million Nine Hundred Sixty Seven Thousand Two Hundred Eighty Eight Dollars ($1,967,288.00). If FNI sees the Scope of Services changing so that Additional Services are needed, including but not limited to those services described as Additional Services in Attachment SC, FNI will notify OWNER for OWNER's approval before proceeding. Additional Services shall be computed based on the following Schedule of Charges. Hourly Rate Position Min Max Professional 1 84 164 Professional 2 100 164 Professional 3 119 256 Professional 4 119 292 Professional 5 186 320 Professional 6 205 388 Construction Manager 1 90 106 Construction Manager 2 90 160 Construction Manager 3 128 160 Construction Manager 4 148 205 Construction Manager 5 170 244 Construction Manager 6 234 288 Construction Representative 1 74 90 Construction Representative 2 84 90 Construction Representative 3 103 151 Construction Representative 4 106 170 CAD Technician/Designer 1 64 125 CAD Technician/Designer 2 103 154 CAD Technician/Designer 3 141 205 Corporate Project Support 1 58 125 Corporate Project Support 2 71 180 Corporate Project Support 3 84 330 Intern / Coop 45 77 Rates for In -House Services Technology Charge $8.50 per hour OTHER DIRECT EXPENSES: Other direct expenses are reimbursed at actual cost times a multiplier of 1.10. They include outside printing and reproduction expense, communication expense, travel, transportation and subsistence away from the FNI office. For other miscellaneous expenses directly related to the work, including costs of laboratory analysis, test, and other work required to be done by independent persons other than staff members, these services will be billed at a cost times a multipler of 1.13. For Resident Representative services performed by non- FNI employees and CAD services performed In-house by non-FNI employees where FNI provides workspace and equipment to perform such services, these services will be billed at cost times a multiplier of 2.0. This markup approximates the cost to FNI if an FNI employee was performing the same or similar services. These ranges and/or rates will be adjusted annually in February. Last updated 2023. 320022023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland Barry Rose WRF Replacement and Expansion 12/21/2022 Detailed Cost Breakdown Project Fee Summary Basic Services Special Services Total Project 11,832,647 1,541,044 13,373,691 Phase Task Activity Basic or Special Tasks Task Description Labor Bailey Keller David Munn Chuck Wolf Richard Weatherly Robb Otey Gennady Boksiner Mural! Erat Lindsey Reid David Hunn Carlos GUlarte Mina Aghababaei Bren[ Handley EngineerV Engineer 111 BIM/CAD Designer Grant Gayle Jahn Lopez BIIWCADDesigner Darpan Chorghe Jared Barber Jason Ward Lewis Bemard Erik Lopez Elizabeth Byrd Hi,uni Femando Brian Glynn Jonathan Feugh[enbeny Willie Adams Julia Glasgow Kendall Ryan PM Integrated Project Delivery Leed e'er' QC, Com. DC,TreaMen[ Subcoreultant _ APM, Proc. Mech Curd. FNI Support Diuiplire FieerAIVMPW PE FitterAIV EIT FixerAIV CAD Site, Demo,+ Detention PE Site, Demo,+ Detention En Site, Demo,+ Detention CAD Headworks+Odor+ Eg+Splitler PE Headwodm+0dor En Headwodm+0dor CAD CFD Modeling Cony. Lead LS gC LS PE LS En FM PE FM En FM gGHDD PE HOD QC LS C. FM CAD Collection System Modeling Lead Collection System Modeling Eng. $288 $311 $252 $245 $254 $215 $165 $247 $148 $105 $130 $193 $125 $120 $135 $113 $120 $139 $216 $223 $220 $110 $161 $102 $206 $186 $173 $85 $194 $119 0001 A Basic Protect Management and Administrative Duties 0001 A Basic 1. Protect Controls 124 244 61 0001 A Basic 2. Communication (included below) 0001 A Basic 3. Invoicing 18 18 0001 A Basic 4. Monthly Status Reports 18 56 28 0001 A Basic 5. Quality Assurance / Quality Control 28 152 676 82 200 36 0001 B Basic Meetings During Design and Bid Phase 0001 B Basic 1. Meetings and Site Visits 0001 B Basic a. Kickoff Workshops 40 24 24 24 24 24 24 2 2 8 2 2 8 2 2 24 2 2 2 2 2 2 0001 B Basic b. Monthly Progress Meetings 72 56 56 144 56 56 56 56 112 56 56 0001 B Basic c. Weekly Leadership Calls 72 40 0001 B Basic d. Weekly Internal Coordination Calls 72 40 24 72 72 72 72 72 72 72 72 0001 B Basic e. Site visits (8) 8 4 16 8 16 16 4 4 16 0001 C Basic Basis of Design Phase 0001 C Basic 1. Data Collection and Review 8 24 24 40 4 8 8 0001 C Basic 2. Plant Hydraulic Evaluation 0001 C Basic a. Hydraulic Profile 4 8 24 60 0001 C Basic b. CFD Modeling 12 16 20 80 20 40 452 0001 C Basic 3. Basis of Design Development 0001 C Basic a. Regulatory Compliance Definition 2 4 4 16 4 16 4 16 0001 C Basic b. Process Modeling 8 20 20 40 16 24 0001 C Basic c. Project Feature Definitions 12 20 12 52 60 120 60 120 0001 C Basic d. Altematives Analysis 12 12 52 40 40 60 40 60 24 4 8 16 40 160 280 0001 C Basic e. Structural Design Evaluation 40 0001 C Basic f. General Sequencing Evaluation 8 40 20 8 8 8 24 40 8 8 4 8 16 0001 C Basic g. Basis of Design Report 12 8 12 20 8 24 40 8 16 24 40 24 8 0001 C Basic i. 15% Design Drawings 8 16 8 16 12 40 60 40 8 16 8 24 24 16 24 60 24 80 0001 C Basic ii. JHEC Ref. Drawings 4 16 16 12 24 12 24 0001 C Basic iii. Equipment Cut Sheets 2 8 4 16 4 16 4 0001 C Basic h. Address Comments 8 8 8 4 12 4 4 12 16 4 12 4 4 4 4 4 4 4 8 0001 D Basic Final Design Development 0001 D Basic 1. Package 1 - Equipment and Materials Pre -procurement Package 0001 D Basic a. Process Mechanical Specifications (8) 12 24 12 32 100 160 100 160 8 24 40 0001 D Basic b. Construction Material Specifications 8 24 8 8 16 32 60 4 8 12 0001 D Basic c. Electrical Equipment Specifications 8 24 8 12 24 2 4 4 0001 D Basic 2. Package 2 - Forcemain, Longwood LS. and Longw 0001 D Basic a. Force Main (64 sheets) 4 8 4 192 8 640 960 1,024 0001 D Basic b. Longwood Lift Station (84) 6 8 6 168 546 756 8 984 0001 D Basic c. Longwood WRF Closure (33) 4 4 4 156 0001 D Basic 3. Package 3 - Balance of Barry Rose WRF Expansio 0001 D Basic a. General Sheets (39 sheets) 10 10 20 168 224 168 0001 D Basic b. General Electrical (77) 20 20 20 40 0001 D Basic c. General Instrumentation (42) 30 30 52 20 0002 D Basic d. Demolition (12) 16 16 24 72 96 72 0001 D Basic e. Site Improvements (52) 40 40 100 20 864 1,152 864 0001 D Basic f. Influent Lift Station (59) 20 16 20 40 20 168 546 756 984 0001 D Basic g. Headworks (61) 20 24 20 60 20 432 572 432 432 0001 D Basic h. EQ Basin (13) 10 8 10 32 12 76 100 76 76 0001 D Basic i. Splitter Box (11) 10 8 10 20 12 56 72 56 56 0001 D Basic j. SBR + WAS PS (47) 20 24 20 60 20 0001 D Basic k. Blower Building (29) 20 16 20 40 40 0001 D Basic I. Filters (26) 30 24 30 60 20 216 288 216 0001 D Basic m. UV and Rearation (24) 30 24 30 60 20 196 260 196 0001 D Basic n. Non -Potable Water (25) 10 16 10 32 12 152 200 152 0001 D Basic o. Effluent Pump Station (8) 10 8 20 60 20 104 128 104 0001 D Basic p. Aerated Sludge Holding Tanks and Pump Static 20 16 20 60 20 0001 D Basic q. Dewatering Building (39) 30 24 30 60 40 0001 D Basic r. Electrical Building(s) (7) 16 16 16 40 40 0001 D Basic s. Administration Building (34) 16 16 16 32 80 0001 D Basic t. Maintenance Building (27) 8 8 8 20 40 0001 D Basic u. Detention Pond Pump Station (8) 10 8 10 20 12 76 100 76 0001 D Basic v. Telecommunication + FIRE PROTECTION (5) 10 10 20 32 0001 D Basic w. Standard Details (48) 10 8 10 24 4 4 24 4 4 4 4 4 4 4 4 8 8 0001 D Basic 4. Regulatory Review and Coordination 8 8 8 0001 D Basic a. City of Pearland Review (Planning, Drainage, F 10 10 40 20 4 4 0001 D Basic b. Harris County Flood Control Review (Force Mai 8 8 16 8 16 16 0001 D Basic c. TCEQ 8 8 40 1 1 0001 D Basic d. TDI and ADA Review 8 8 40 1 0001 E Basic Bid Phase 0001 E Basic 1. Respond to RFI's (48) and Issue Addenda 24 24 8 8 24 48 16 8 16 20 8 16 20 8 16 20 8 16 16 16 16 8 16 16 0001 E Basic 2. Pre -bid Meetings (4) 8 8 8 8 16 8 8 8 12 6 6 0001 E Basic 3. Tabulate and Analyze Bids (24) 6 6 40 8 4 4 0001 E Basic 4. Recommendation of Award (CMAR submittals only 6 8 6 24 4 2 2 0001 E Basic 5. Conformed Documents 4 2 4 16 16 4 16 16 4 16 16 4 16 16 8 8 16 8 16 4 24 24 0001 E Basic 6. Single -set Construction Documents 8 16 8 24 24 4 8 16 4 8 16 4 8 16 8 8 8 16 16 0002 Special Special Services 0002 A Special Geotechnical 8 40 8 40 4 8 0002 B Special Topographic Survey 8 24 8 40 4 24 0002 C Special Subsurface Utility Engineering 8 40 8 20 24 0002 D Special Property Acquisition Support 20 20 200 0002 E Special Surge Analysis 16 24 24 0002 F Special Drainage Analysis 8 24 4 4 0002 G Special Environmental Permitting 8 24 24 0002 H Special Phase 1 ESA 8 24 0002 I Special TPDES Permitting 16 20 20 12 20 8 10 20 20 12 20 8 0002 J Special Decommissioning and Closure Plan 24 24 0002 K Special Conceptual Start-up and Commissioning Plan 24 24 8 16 40 20 20 20 20 0002 L Special GMP Package 4 20 20 4 8 8 20 40 8 8 16 16 24 24 16 24 16 Total Hours/Quantity 1.268 642 108 176 708 1.420 1.844 864 1.572 1.874 942 1.366 1.686 1.162 1.036 1.310 662 1.016 1.404 82 1.416 1.662 966 1.138 212 36 2.078 1.178 160 280 Total Effort $ 398.344 $ 218.417 $ 29.408 $ 47.325 $ 197.041 $ 333.818 $ 332.641 $ 233.576 $ 254.676 $ 215.631 $ 134.083 $ 288.270 $ 229.933 $ 152.651 $ 152.273 $ 162.273 $ 87.086 $ 154.307 $ 330.970 $ 20.044 $ 340.572 $ 200.862 $ 170.449 $ 127.349 $ 47.928 $ 7.313 $ 393.698 $ 110.213 $ 33.511 $ 36.157 1 of 3 LACIiem\OLCR/P/Peadand\Barry Rose WRF Replacement and Expansion and Longwood WRF Decommissioning\Updated files for OLCR 01.12.231Fee Sheet 1/13/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland Barry Rose WRF Replacement and Expansion 12/21/2022 Detailed Cost Breakdown Phase Task Activity Basic Or Special Tasks Task Description Nick Prisca Adam Young g Mechanical Engineer ll SmIt Veu hen g Mitchell Burnau . S Expenses Tech Charge Total Expense Effort Jahn ManningEn ginger II Michael Robertson Fabian Selas Josh Moore Julia W.itcrag Peter Bartels Panis Jones Los apex Homer Seem rYn Kathryn Moore Architect IV Kirk Millican Rolando A la Ysoneer En III Michael Lane Matt Cartwriht g Tom Hill Jesse Ellis Kds4na Isaac Total Hours Total Labor Effort EISC QC EKG Coon Structural PE SWcturel En Structural CAD Sbucturel CAD QC 3WSA/QC AQC Art. QC Arch Production Architect Arch Production Architect support Arch SA HVAC Lead HVAC SA HVAC PE HVAC QC HVAC CAD Hal Lead FM PE En.onmental Lead PMCM Support Leetl Surge Analysis Surge Analysis PE OA $233 $112 $220 $128 $108 $158 $214 $248 $141 0195 6103 $139 $266 $194 $235 $112 $206 $138 $207 $125 $118 $225 $272 $131 $143 0001 A Basic Project Management and Administrative Duties $ - $ - 0001 A Basic 1. Project Controls 112 541 $ 128,531 541 $ 4,599 0001 A Basic 2. Communication (included below) $ - $ - 0001 A Basic 3. Invoicing 112 148 $ 27,428 148 $ 1,258 0001 A Basic 4. Monthly Status Reports 102 $ 25.495 102 $ 867 0001 A Basic 5. Quality Assurance / Quality Control 128 63 76 48 60 28 160 1.737 $ 445,084 1,737 $ 14,765 0001 B Basic Meetings During Design and Bid Phase $ - $ - 0001 B Basic 1. Meetings and Site Visits $ - $ - 0001 B Basic a. Kickoff Workshops 2 2 2 2 4 2 2 2 266 $ 62,077 266 $ 2,261 0001 B Basic b. Monthly Progress Meetings 16 12 12 12 12 4 2 12 12 16 886 $ 197,128 886 $ 7,531 0001 B Basic c. Weekly Leadership Calls 112 $ 31,765 112 $ 952 0001 B Basic d. Weekly Internal Coordination Calls 24 24 2 24 12 24 8 8 24 24 886 $ 183,124 886 $ 7,531 0001 B Basic e. Site visits (8) 24 24 16 16 8 16 16 16 228 $ 41,912 228 $ 1,938 0001 C Basic Basis of Design Phase $ - $ - 0001 C Basic 1. Data Collection and Review 4 4 4 8 2 4 4 8 8 162 $ 26,633 162 $ 1,377 0001 C Basic 2. Plant Hydraulic Evaluation $ - $ - 0001 C Basic a. Hydraulic Profile 96 $ 13.368 96 $ 816 0001 C Basic b. CFD Modeling 640 $ 94,939 640 $ 5,440 0001 C Basic 3. Basis of Design Development 16 12 24 8 8 32 32 132 $ 19.177 132 $ 1,122 0001 C Basic a. Regulatory Compliance Definition 66 $ 9,342 66 $ 561 0001 C Basic b. Process Modeling 128 $ 19.105 128 $ 1,088 0001 C Basic c. Project Feature Definitions 16 472 $ 71,251 472 $ 4,012 0001 C Basic d. Altematives Analysis 2 8 24 882 $ 145,072 882 $ 7,497 0001 C Basic e. Structural Design Evaluation 20 20 80 $ 18,202 80 $ 680 0001 C Basic f. General Sequencing Evaluation 20 220 $ 46,037 220 $ 1,870 0001 C Basic g. Basis of Design Report 8 8 6 4 4 2 24 24 324 $ 55,355 324 $ 2,754 0001 C Basic i. 15% Design Drawings 16 2 2 12 24 6 60 20 16 60 60 762 $ 110,173 762 $ 6,477 0001 C Basic ii. JHEC Ref. Drawings 108 $ 17,731 108 $ 918 0001 C Basic iii. Equipment Cut Sheets 2 8 8 72 $ 10,577 72 $ 612 0001 C Basic h. Address Comments 2 8 8 146 $ 23,305 146 $ 1,241 0001 D Basic Final Design Development $ - $ - 0001 D Basic 1. Package 1 - Equipment and Materials Pre-procurerr $ - $ - 0001 D Basic a. Process Mechanical Specifications (8) 672 $ 102,382 672 $ 5,712 0001 D Basic b. Construction Material Specifications 4 184 $ 37,975 184 $ 1,564 0001 D Basic c. Electrical Equipment Specifications 40 126 $ 28,052 126 $ 1,071 0001 D Basic 2. Package 2 - Forcemain. Longwood LS. and Longw $ - $ - 0001 D Basic a. Force Main (64 sheets) 2,840 $ 368,611 2,840 $ 24,140 0001 D Basic b. Longwood Lift Station (84) 56 104 160 48 16 80 20 16 60 40 16 3,098 $ 546,885 3,098 $ 26,333 0001 D Basic c. Longwood WRF Closure (33) 168 $ 28,911 168 $ 1,428 0001 D Basic 3. Package 3 - Balance of Barry Rose WRF Expansio $ - $ - 0001 D Basic a. General Sheets (39 sheets) 8 10 16 48 14 76 16 788 $ 112,788 788 $ 6,698 0001 D Basic b. General Electrical (77) 80 180 $ 35,229 180 $ 1,530 0001 D Basic c. General Instrumentation (42) 80 212 $ 41,104 212 $ 1,802 0002 D Basic d. Demolition (12) 296 $ 50,927 296 $ 2,516 0001 D Basic e. Site Improvements (52) 12 8 32 8 3,140 $ 507,267 3,140 $ 26,690 0001 D Basic f. Influent Lift Station (59) 56 104 160 32 24 64 16 16 60 40 8 3,150 $ 563,394 3,150 $ 26,775 0001 D Basic g. Headworks (61) 68 132 200 32 24 64 16 12 32 20 8 2,620 $ 382,522 2,620 $ 22,270 0001 D Basic h. EQ Basin (13) 16 32 48 8 504 $ 78,441 504 $ 4,284 0001 D Basic i. Splitter Box (1l( 16 32 48 8 404 $ 64,171 404 $ 3,434 0001 D Basic j. SBR +WAS PS (47) 16 60 40 8 268 $ 54,188 268 $ 2,278 0001 D Basic k. Blower Building (29) 8 24 16 8 192 $ 43,532 192 $ 1,632 0001 D Basic I. Filters (26) 24 40 64 8 24 16 8 1,068 $ 167,958 1,068 $ 9,078 0001 D Basic m. UV and Rearation (24) 24 40 64 8 24 16 8 1,000 $ 158,633 1,000 $ 8,500 0001 D Basic n. Non -Potable Water (25) 16 24 40 30 20 60 20 8 24 16 8 850 $ 129,071 850 $ 7,225 0001 D Basic o. Effluent Pump Station (8) 16 24 40 534 $ 85,231 534 $ 4,539 0001 D Basic p. Aerated Sludge Holding Tanks and Pump Static 16 24 40 8 24 16 8 272 $ 53,677 272 $ 2,312 0001 D Basic q. Dewatering Building (39) 20 40 60 44 28 86 20 16 40 30 8 576 $ 104,198 576 $ 4,896 0001 D Basic r. Electrical Building(s) (7) 24 48 72 32 24 60 20 32 120 40 4 604 $ 101,744 604 $ 5,134 0001 D Basic s. Administration Building (34) 16 32 48 64 40 132 40 40 160 120 4 856 $ 142,308 856 $ 7,276 0001 D Basic t. Maintenance Building (27) 8 12 20 24 16 40 16 16 48 36 4 324 $ 57,307 324 $ 2,754 0001 D Basic u. Detention Pond Pump Station (8) 16 24 40 20 60 40 512 $ 84,363 512 $ 4,352 0001 D Basic v. Telecommunication +FIRE PROTECTION (5) 2 20 94 $ 21,209 94 $ 799 0001 D Basic w. Standard Details (48) 8 16 20 16 16 40 16 264 $ 43,811 264 $ 2,244 0001 D Basic 4. Regulatory Review and Coordination 2 16 16 58 $ 8,999 58 $ 493 0001 D Basic a. City of Pearland Review (Planning, Drainage, F 16 8 4 4 2 4 126 $ 26,526 126 $ 1,071 0001 D Basic b. Harris County Flood Control Review (Force Mai 72 $ 13,806 72 $ 612 0001 D Basic c. TCEQ 58 $ 12,104 58 $ 493 0001 D Basic d. TDI and ADA Review 24 12 4 97 $ 22,336 97 $ 825 0001 E Basic Bid Phase $ - $ - 0001 E Basic 1. Respond to RFI's (48) and Issue Addenda 8 16 24 12 12 2 24 12 36 8 24 2 24 24 24 648 $ 121,387 648 $ 5,508 0001 E Basic 2. Pre -bid Meetings (4) 96 $ 21,765 96 $ 816 0001 E Basic 3. Tabulate and Analyze Bids (24) 16 84 $ 18,532 84 $ 714 0001 E Basic 4. Recommendation of Award (CMAR submittals only 52 $ 12,480 52 $ 442 0001 E Basic 5. Conformed Documents 2 4 12 8 18 8 310 $ 50,455 310 $ 2,635 0001 E Basic 6. Single -set Construction Documents 4 8 16 20 40 4 16 8 8 16 360 $ 65,813 360 $ 3,060 0002 Special Special Services $ - $ - 0002 A Special Geotechnical 24 132 $ 30,633 132 $ 1,122 0002 B Special Topographic Survey 108 $ 24,000 108 $ 918 0002 C Special Subsurface Utility Engineering 100 $ 22,101 100 $ 850 0002 D Special Property Acquisition Support 240 $ 58,320 240 $ 2,040 0002 E Special Surge Analysis 80 260 404 $ 75,321 404 $ 3,434 0002 F Special Drainage Analysis 224 600 16 880 $ 143,875 880 $ 7,480 0002 G Special Environmental Permitting 8 64 $ 14,713 64 $ 544 0002 H Special Phase 1 ESA 8 40 $ 9,104 40 $ 340 0002 I Special TPDES Permitting 186 $ 31,160 186 $ 1,581 0002 J Special Decommissioning and Closure Plan 8 56 $ 14,255 56 $ 476 0002 K Special Conceptual Start-up and Commissioning Plan 8 8 208 $ 47,929 208 $ 1,768 0002 L Special GMP Package 4 4 12 12 20 24 8 16 4 8 16 396 $ 73,583 396 $ 3,366 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Hours / Quantity 152 284 586 886 1.238 63 78 52 590 360 896 292 60 332 30 1.020 184 776 224 600 64 168 80 260 224 39,767 39,767 t Total Effort $ 38.787 $ 34.744 $ 140.807 $ 123.691 $ 147.064 $ 10.893 $ 18.252 $ 14.129 $ 90.811 $ 77.019 $ 101.423 $ 44.437 $ 17.494 $ 70.400 $ 7.738 $ 125.049 $ 41.550 $ 116.646 S 50.106 $ 80.932 $ 8.195 $ 41.438 $ 23.535 $ 36.915 $ 35.027 $ 6,937,899 $ 338,020 $ 338,020 2 of LACIient\OLCR\P\Peadand\Barry Rose WRF Replacement and Expansion and Longwood WRF Decommissioning\Updated files for OLCR 01.12.231Fee Sheet 1/13/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland Barry Rose WRF Replacement and Expansion 12/21 /2022 Detailed Cost Breakdown Proj Basic Services 11,832,647 Special Services Total Project 1,541,044 13,373,691 Tasks Subconsultants Phase Task Activity Basic or Special Task Description Black and Veatch Plummer Terracon Wilson Survey Group Gupta & Associates Right -of -Way Solutions CBRE Sub Name 8 Sub Name 9 Sub Name 10 Total Sub Effort Total Effort 0001 A Basic Prolect Management and Administrative Duties - - - $ - $ - 0001 A Basic 1. Project Controls 15.592 37,520 121,100 $ 195.989 $ 329,118 0001 A Basic 2. Communication (included below) - 14,340 $ 16.133 $ 16,133 0001 A Basic 3. Invoicing 18.410 5,680 $ 27,101 $ 55,788 0001 A Basic 4. Monthly Status Reports - 3,920 $ 4,410 $ 30,772 0001 A Basic 5. Quality Assurance / Quality Control 141,059 8,680 $ 168.456 $ 628,305 0001 B Basic Meetings During Design and Bid Phase - - $ - $ - 0001 B Basic 1. Meetings and Site Visits - - $ - $ - 0001 B Basic a. Kickoff Workshops 21,816 5,040 1,160 $ 31.518 $ 95,856 0001 B Basic b. Monthly Progress Meetings 63.769 7,550 10,440 $ 91.979 $ 296,638 0001 B Basic c. Weekly Leadership Calls - 13,720 $ 15.435 $ 48,152 0001 B Basic d. Weekly Internal Coordination Calls 55.703 20,780 $ 86.043 $ 276,699 0001 B Basic e. Site visits (8) 14,342 7,410 8,400 $ 33.921 $ 77,771 0001 C Basic Basis of Design Phase $ - $ - 0001 C Basic 1. Data Collection and Review 6.939 1,050 5,600 $ 15.288 $ 43,297 0001 C Basic 2. Plant Hydraulic Evaluation - - $ - $ - 0001 C Basic a. Hydraulic Profile 2,870 $ 3.229 $ 17,413 0001 C Basic b. CFD Modeling $ - $ 100,379 0001 C Basic 3. Basis of Design Development 33,990 102,900 $ 154.001 $ 174,300 0001 C Basic a. Regulatory Compliance Definition 14,791 $ 16.640 $ 26,543 0001 C Basic b. Process Modeling 71,206 $ 80.107 $ 100,300 0001 C Basic c. Project Feature Definitions 23,963 $ 26,958 $ 102,222 0001 C Basic d. Altematives Analysis 21,551 $ 24,245 $ 176,814 0001 C Basic e. Structural Design Evaluation 5,515 $ 6,204 $ 25,086 0001 C Basic f. General Sequencing Evaluation 17,215 $ 19,367 $ 67,274 0001 C Basic g. Basis of Design Report 82,912 8,530 $ 102,872 $ 160,981 0001 C Basic i. 15% Design Drawings $ - $ 116,650 0001 C Basic ii. JHEC Ref. Drawings $ - $ 18,649 0001 C Basic iii. Equipment Cut Sheets $ - $ 11,189 0001 C Basic h. Address Comments 23,817 $ 26,794 $ 51,340 0001 D Basic Final Design Development $ - $ - 0001 D Basic 1. Package 1 - Equipment and Materials Pre-procurerr $ - $ - 0001 D Basic a. Process Mechanical Specifications (8) 54,155 12,320 $ 74,784 $ 182,878 0001 D Basic b. Construction Material Specifications 23,727 $ 26,693 $ 66,232 0001 D Basic c. Electrical Equipment Specifications $ - $ 29,123 0001 D Basic 2. Package 2 - Forcemain. Longwood LS. and Longw $ - $ - 0001 D Basic a. Force Main (64 sheets) $ - $ 392,751 0001 D Basic b. Longwood Lift Station (84) 152,600 $ 171,675 $ 744,893 0001 D Basic c. Longwood WRF Closure (33) 68,990 $ 77,614 $ 107,953 0001 D Basic 3. Package 3 - Balance of Barry Rose WRF Expansio 1,245,000 $ 1,400,625 $ 1,400,625 0001 D Basic a General Sheets (39 sheets) $ - $ 119,486 0001 D Basic b. General Electrical (77) $ - $ 36,759 0001 D Basic c. General Instrumentation (42) 509,632 $ 573,336 $ 616,242 0002 D Basic d. Demolition (12) $ - $ 53,443 0001 D Basic e. Site Improvements (52) $ - $ 533,957 0001 D Basic f. Influent Lift Station (59) $ - $ 590,169 0001 D Basic g. Headworks (61) $ - $ 404,792 0001 D Basic h. EQ Basin (13) $ - $ 82,725 0001 D Basic i. Splitter Box(11) $ - $ 67,605 0001 D Basic j. SBR + WAS PS (47) 667,222 $ 750,625 $ 807,091 0001 D Basic k. Blower Building (29) 509,264 $ 572,922 $ 618,086 0001 D Basic I. Filters (26) $ - $ 177,036 0001 D Basic m. UV and Rearation (24) $ - $ 167,133 0001 D Basic n. Non -Potable Water (25) $ - $ 136,296 0001 D Basic o. Effluent Pump Station (8) $ - $ 89,770 0001 D Basic p. Aerated Sludge Holding Tanks and Pump Static 122,740 $ 138,083 $ 194,072 0001 D Basic q. Dewatering Building (39) 51,640 $ 58,095 $ 167,189 0001 D Basic r. Electrical Building(s) (7) $ - $ 106,878 0001 D Basic s. Administration Building (34) $ - $ 149,584 0001 D Basic t. Maintenance Building (27) $ - $ 60,061 0001 D Basic u. Detention Pond Pump Station (8) $ - $ 88,715 0001 D Basic v. Telecommunication + FIRE PROTECTION (5) $ - $ 22,008 0001 D Basic w. Standard Details (48) $ - $ 46,055 0001 D Basic 4. Regulatory Review and Coordination $ - $ 9,492 0001 D Basic a. City of Pearland Review (Planning, Drainage, F $ - $ 27,597 0001 D Basic b. Harris County Flood Control Review (Force Mai $ - $ 14,418 0001 D Basic c. TCEQ 10,545 $ 11,863 $ 24,460 0001 D Basic d. TDI and ADA Review $ - $ 23,161 0001 E Basic Bid Phase 16,900 $ 19,013 $ 19,013 0001 E Basic 1. Respond to RFI's (48) and Issue Addenda 20,832 15,120 $ 40,446 $ 167,341 0001 E Basic 2. Pre -bid Meetings (4) 1,680 $ 1,890 $ 24,471 0001 E Basic 3. Tabulate and Analyze Bids (24) $ - $ 19,246 0001 E Basic 4. Recommendation of Award (CMAR submittals only $ - $ 12,922 0001 E Basic 5. Conformed Documents 24,329 14,410 $ 43,581 $ 96,671 0001 E Basic 6. Single -set Construction Documents 15,740 $ 17,708 $ 86,581 0002 Special Special Services $ - $ - 0002 A Special Geotechnical 119,800 $ 134,775 $ 166,530 0002 B Special Topographic Survey 255,000 $ 286,875 $ 311,793 0002 C Special Subsurface Utility Engineering $ - $ 22,951 0002 D Special Property Acquisition Support 73,500 92,000 $ 186,188 $ 246,547 0002 E Special Surge Analysis $ - $ 78,755 0002 F Special Drainage Analysis $ - $ 151,355 0002 G Special Environmental Permitting 42,920 $ 48,285 $ 63,542 0002 H Special Phase 1 ESA 15,188 $ 17,087 $ 26,531 0002 I Special TPDES Permitting 118,425 $ 133,228 $ 165,970 0002 J Special Decommissioning and Closure Plan 92,480 $ 104,040 $ 118,771 0002 K Special Conceptual Start-up and Commissioning Plan 54,803 $ 61,653 $ 111,351 0002 L Special GMP Package 4 $ - $ 76,949 $ - $ $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ $ $ - Total Hours / Quantity $ 2,478,304 $ 737,538 $ 119,800 $ 255,000 $ 1,664,100 $ 73,500 $ 92,000 $ - $ - $ • Total Effort $ 2,788,092 $ 829,730 $ 134,775 $ 286,875 $ 1,872,113 $ 82,688 $ 103,500 $ • $ - $ • $ 6,097,772 $ 13,373,691 3 of LaCIient\OLCR\P\Peadand\Barry Rose WRF Replacement and Expansion and Longwood WRF Decommissioning\Updated files for OLCR 01.12.23\Fee Sheet 1/13/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos. 1 - 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. OFFICE USE ONLY CERTIFICATION OF FILING Certificate Number: 2023-983665 Date Filed: 02/15/2023 Date Acknowledged: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. Freese and Nichols, Inc. Houston, TX United States 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Pearland 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. WW1502 and WW1906 Professional Services 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary Pence, Bob Fort Worth, TX United States X Coltharp, Brian Fort Worth, TX United States X Greer, Alan Fort Worth, TX United States X Archer, Charles Raleigh, NC United States X Payne, Jeff Fort Worth, TX United States X Wolfhope, John Austin, TX United States X Johnson, Kevin Fort Worth, TX United States X Reedy, Mike Houston, TX United States X Hatley, Tricia Oklahoma City, OK United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is Maria Aguilar , and my date of birth is August 10, 1989 My address is 10497 Town and Country Way, Suite 600 Houston TX 77024 US (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in Harris County, State of Texas , on the 23 day of February 20 23 . (month) (year) Signature of authorized agent o ontracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3.5.1.3ac88bc0 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B FREEAND-02 KSUTTON ,4comb- CERTIFICATE OF LIABILITY INSURANCE �� DATD/YYYY) 2/14/214/2023 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 Ames & Gough 8300 Greensboro Drive Suite 980 McLean, VA 22102 CONTACT NAME: PHONE (A/c, No, Ext): (703) 827-2277 (A/C, No):(703) 827-2279 ADDRESS: admin@amesgough.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Hartford Underwriters Insurance Company A+ (XV) 30104 INSURED Freese and Nichols, Inc. 801 Cherry Street, Suite 2800 Fort Worth, TX 76102 INSURER B : Hartford Casualty Insurance Company A+ (XV) 29424 INSURER C : Hartford Accident and Indemnity Company A+ (XV 22357 INSURER D : Continental Casualty Company (CNA) A, XV 20443 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 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 POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR W VD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 42UUNOL5238 10/23/2022 10/23/2023 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGETORENTED PREMISES (Ea occurrence) $ 1,000,000 X Contractual Liab. MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE X LIMIT APPLIES PECOT- X PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE X LIABILITY ANY AUTO OWNED SCHEDULED AUTOS NON-OWNEDUUO 42UENOL5558 10/23/2022 10/23/2023 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY a E accident) DAMAGE $ $ B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE 42 XHU OL 5836 10/23/2022 10/23/2023 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 DED X RETENTION $ 10,000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N N / A 42WBOL6H3F 10/23/2022 10/23/2023 X PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 D Professional Liab. AEH008214422 10/23/2022 10/23/2023 Per Claim 5,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) PROFESSIONAL LIABILITY AGGREGATE L MIT: $10,000,000 RE: Project #WW502 and WW1906 CONTRACT PROPOSAL FOR BARRY ROSE WRF REPLACEMENT AND EXPANSION AND LONGWOOD WRF DECOMMISSIONING; City of Pearland, its officers, agents and employees are included as Additional Insured with respect to General Liability, Auto Liability, and Umbrella Liability when required by written contract. General Liability, Auto Liability and Umbrella Liability are primary and non-contributory over any existing insurance and SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION City of Pearland Y 2016 Old Alvin Pearland, TX 77581 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B AGENCY CUSTOMER ID: FREEAND-02 LOC #: 1 KSUTTON AFRO ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY Ames & Gough POLICY NUMBER SEE PAGE 1 CARRIER SEE PAGE 1 ADDITIONAL REMARKS NAIC CODE SEE P 1 NAMED INSURED Freese and Nichols, Inc. 801 Cherry Street, Suite 2800 Fort Worth, TX 76102 EFFECTIVE DATE: SEE PAGE 1 THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Description of Operations/Locations/Vehicles: limited to liability arising out of the operations of the named insured and when required by written contract. General Liability, Auto Liability, Umbrella Liability and Workers Compensation policies include a Waiver of Subrogation in favor of the Additional Insured where permissible by state law and when required by written contract. 30-day Notice of Cancellation will be issued for the General Liability, Auto Liability, Umbrella Liability, Workers Compensation and Professional Liability policies in accordance with policy terms and conditions. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B BLACK & VEATCH January 11, 2023 Mr. David Munn, P.E. Freese and Nichols, Inc. 11200 Broadway Street, Suite 2320 Pearland, TX 77584 Black & Veatch Corporation 920 Memorial City Way, Suite 600, Houston, TX P +1 713-590-2278 E MunsonCM@a bv.com Subject City of Pearland Barry Rose Water Reclamation Facility (WRF) Replacement and Expansion Services for Longwood WRF Decommissioning Scope of Services and Level of Effort Dear Mr. Munn: Black & Veatch is pleased to have the opportunity to submit this scope of services and level of effort to Freese and Nichols, Inc. to provide professional engineering services for the subject project. Please find the attached Exhibit A - Scope of Services, which provides the detailed scope of services for Project Management and Administrative Duties, Basis of Design Development, Final Design Phase Services, and Bid Phase Services for the Barry Rose WRF Replacement and Expansion Services for Longwood WRF Decommissioning Project. Based on the scope of services included in Exhibit A, we propose to complete the Project Management and Administrative Duties, Basis of Design Development, Final Design Phase Services, and Bid Phase Services for a lump sum fee in the amount of $2,478,304.00. Attached for your reference is a detailed level of effort tabulation. We look forward to beginning work on this important project and appreciate the opportunity to work with Freese and Nichols, Inc. and the City of Pearland. If you have any questions or require additional information, please contact me by email or phone at MunsonCM@bv.com or 504- 250-5826 (mobile) / 713-590-2278 (direct). Very truly yours, Black & Veatch Corporation Christopher M. Munson, P.E. Project Manager Enclosure(s) cc: Farr Fakheri, P.E., Black & Veatch DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES 13 BLACK&VEATCH SCOPE OF SERVICES FOR BARRY ROSE WATER RECLAMATION FACILITY REPLACEMENT AND EXPANSION SERVICES FOR LONGWOOD WATER RECLAMATION FACILITY DECOMMISSIONING The City of Pearland (City) is planning to build a new Water Reclamation Facility (WRF) adjacent to the existing Barry Rose WRF. The new WRF will have an initial annual average day flow (ADF) of five (5) million gallons per day (MGD) and will be planned to be expanded up to an ultimate ADF capacity of 6.5 MGD at a future date. The initial and ultimate annual peak 2-hour flow will be 29.8 MGD and 32.5 MGD, respectively. The City will also decommission the existing Longwood WRF and pump incoming flows from the Longwood WRF site to the new 5 MGD Barry Rose WRF via a 3.8 mile long 20" force main. Black & Veatch as a subconsultant to Freese and Nichols, Inc. (FNI) will perform the necessary tasks to complete Project Management and Administrative Duties, Basis of Design Development, Final Design Phase Services and Bid Phase Services for the Barry Rose WRF Replacement and Expansion Services for Longwood WRF Decommissioning Project (Project) for the FNI Team as defined in this Scope of Services. In general Black & Veatch will be responsible for the following elements of work: 1. Sequencing Batch Reactor (SBR) process design, including process modeling. The SBR design will accommodate effluent criteria matching that of the existing Barry Rose WRF. No accommodations for enhanced nutrient removal will be included. 2. SBR Aeration Blowers process design including the air piping between the blowers and SBRs. 3. Process Mechanical, Structural, Architecture, and HVAC/Plumbing Design for SBRs and the SBR Blower Building. 4. Instrumentation and Controls (I&C), fire safety, security, and telecommunications for Barry Rose WRF and Longwood Pump Station. A. PROJECT MANAGEMENT AND ADMINISTRATIVE DUTIES: Upon receiving a Notice to Proceed from the FNI, Black & Veatch will provide the project management services for each phase as follows: 1. Project Controls: Black & Veatch shall manage scope, time, cost, quality, staff resources, communications, risk, and procurements as necessary. 2. Invoicing: Black & Veatch will prepare and submit invoices to FNI. 3. Quality Assurance / Quality Control: Black & Veatch will perform internal QA/QC for each Black & Veatch's work at each design milestone. Black & Veatch's Global Practice & Technology Leader in Sustainability & Wastewater (GPLWW) will perform QA/QC of the entire Barry Rose WRF design at design milestones. B. BASIS OF DESIGN DEVELOPMENT: Black & Veatch shall provide professional services in this phase as follows: 1. Black & Veatch will attend meetings and site visits as follows: a. Kickoff Workshops: Attend up to three (3) day -long Kick-off Workshops with FNI Team (1) to review the scope of services, (2) establish communications protocol, (3) review project schedule, (4) discuss and understand any other requirements or expectations 1 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES laBLACK&VEATCH the City may have for the project, (5) Review WRF Study and JHEC Design, (6) Discuss the Project Schedule and Identify the Critical Path, and (7) Develop the Initial Risk Register. The Kickoff Workshops will be attended by Black & Veatch's Project Manager (PM), Engineering Manager (EM), and Global Practice & Technology Leader in Sustainability & Wastewater. b. Monthly Progress Meetings: Conduct monthly progress and design review meetings during the design phase. Meetings may extend up to full -day workshops including time for "over -the -shoulder" review of BIM models in a workshop setting. Nine (9) Monthly Progress Meetings will be attended by Black & Veatch's PM and five (5) Monthly Progress Meetings will be attended by Black & Veatch's EM for a total of fourteen (14) Monthly Progress Meetings. c. Attend one (1) Process and Instrumentation Diagram (P&ID) workshop to review the proposed instrumentation and process control concepts. P&ID workshop to be attended by Black & Veatch's PM, EM, and I&C Lead. d. Attend up to three (3) Maintenance of Plant Operations (MOPO) and Construction Sequencing workshops to establish the sequence of construction and any special operating procedures required during construction to enable the required details to be incorporated into the construction documents. MOPO and Construction Sequencing workshops to be attended by Black & Veatch's PM, EM, and Startup/Commissioning Lead. e. Weekly Internal Coordination Calls: Attend weekly virtual meetings with FNI Team to coordinate the design development. Black & Veatch's PM will attend one call per month. Black & Veatch's EM, Structural Lead, and I&C Lead will attend each weekly call. f. Site Visits: Black & Veatch's PM will attend one site visit. Black & Veatch's EM will attend two (2) site visits with Black & Veatch's Structural Lead. 2. Data Collection and Review: a. Black & Veatch will assist FNI with the tabulation and analysis of wastewater data to establish criteria to be used in the design. 3. Basis of Design Development: a. Regulatory Compliance Definition: Perform a desk -top assessment of capacity and state regulatory design and redundancy criteria of the SBRs and SBR blowers based upon state regulatory design guidelines and industry -standard design criteria (i.e., Texas Commission on Environmental Quality (TCEQ) Chapter 217 — Design Criteria for Domestic Wastewater Systems). b. Process Modeling: Develop a whole -plant process model for the proposed 5 MGD Barry Rose WRF using GPS-X under varying flow and load conditions for use in design optimization, process performance analysis, and design criteria development. i. Provide for seasonal -based calibration of the process model based on available data. 2 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES BLACK&VEATCH ii. Identify any potential variances needed from the design or quality criteria and coordinate with FNI for pursuing variance approvals from governing regulatory agencies (list agencies as needed i.e., TCEQ, FDEP, etc.). iii. Document findings in a Technical Memorandum to be included in the Appendix of the Basis of Design Report (BODR). c. Project Feature Definitions: Prepare recommendations for the project features outlined in Table 1- BODR Level of Analysis. Specific design details to be included in BODR are listed under the column titled Level of Analysis. FNI Team will present Basis of Design recommendations for each Project Feature at initial monthly progress meetings to facilitate input on the design from the City. The recommendations and feedback will be documented in the BODR. Table 1— BODR Level of Analysis Project Feature Level of Analysis Sequencing Batch Reactors (SBRs) Determine volume and general dimensions of SBRs. Evaluate need for EQ basin. Evaluate alternative decanter design by Industrial Service Solutions. Determine conceptual foundation type. SBR Blowers Determine individual blower capacities and manufacturer model number to be used as basis of design WAS Pump Station Determine individual pump capacities and manufacturer model number to be used as basis of design SCADA Describe SCADA architecture for onsite and offsite communication and control. d. Alternatives Analysis: As described above, the number of design alternatives analyzed as part of the design will be limited to expedite the project for the benefit of the City. The Basis of Design will largely follow the concepts outlined by the preferred alternative in the WRF Consolidation Study and design features incorporated in the recent John Hargrove Environmental Center (JHEC) WRF expansion. There are however certain Project Features that will need to consider more than one alternative, as listed below: i. Black & Veatch will review the use of an equalization basin vs. larger SBRs, filters, and disinfection processes. ii. Black & Veatch will evaluate the decanter type used at the City's other SBR facilities versus the decanter type supplied by Industrial Service Solutions. e. Structural Design Evaluation: Black & Veatch to provide assistance reviewing existing geotechnical data, documenting structural design philosophy, and recommending additional geotechnical needs. Black & Veatch will determine the general foundation type for the SBRs and SBR Blower Building. f. General Sequencing Evaluation: Provide a high-level analysis of general project sequencing to accommodate constructability of the new WRF and operability of the existing WRF as it pertains to the SBRs and SBR blowers. Identify high-level constructability and operability risks. Suggest project sequencing to mitigate such risks. 3 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES g. 13 BLACK&VEATCH Basis of Design Report (BODR): Document the Basis of Design in a concise report that primarily documents design features in tabular format. Appendices will include the following: i. 15% Design Drawings 1. SBR and SBR Blower Process Flow Diagrams (PFDs) 2. SCADA Architecture ii. JHEC Reference Drawings: Pertinent drawings of the SBR and SBR Blower unit plans and sections from the JHEC WRF Expansion will be included and provided with additional annotation indicating changes in overall length, width, and depth dimensions. iii. Major Equipment List and Cut Sheets for the SBRs and SBR Blowers. h. Incorporate one (1) round of compiled review comments from the City. Upon completion of the BODR, all criteria documented for each Project Feature will be considered "frozen". Revision to the BODR criteria during the Final Design will be provided as an additional service if directed by FNI. i. Deliverables: i. Draft Basis of Design Report 1. One (1) electronic Word copy of relevant Draft BODR sections with PDFs of the relevant 15% design drawings. ii. Final Basis of Design Report 1. One (1) electronic Word copy of relevant Final PDR with PDFs of the relevant 15% design drawings. C. FINAL DESIGN PHASE: Black & Veatch shall provide professional services in this phase as follows: 1. Detailed design elements shall be developed using AutoCAD Plant 3D for P&IDs and Autodesk Revit BIM software for modeling SBRs and SBR Blower Building elements. 2. Prepare BIM models, drawings, specifications, designs, and layouts of improvements to be constructed for each milestone submittal described below and for the final construction contract documents. The scope of work assumes that Project Features will be developed as identified in the findings of the BODR listed above. Revision to the BODR criteria during the Final Design will be provided as an additional service if directed by FNI. 3. The scope of work is based on the CMAR dividing the project into up to three (3) guaranteed maximum price (GMP) Packages relevant to Black & Veatch's scope items. Black & Veatch will support up to three (3) individual sets of plans and specifications, which are assumed to include: a. Pre -procurement of major equipment and materials b. Barry Rose WRF Improvements c. One additional package to be determined, but perhaps including the Longwood Lift Station or the critical path unit process. 4 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES 13 BLACK&VEATCH 4. Equipment and Materials Pre -procurement Package - Develop expedited technical specifications for equipment and materials to be pre -procured, up to the number described below: a. The level of effort assumes technical specifications for the following process mechanical equipment: (1) SBR equipment including magnetic bearing turbo blowers. b. The level of effort assumes technical specifications for the following construction materials: (1) rebar for the SBRs. 5. 30% Design/3D Model Development a. Develop 3D models of all proposed unit process structures b. Conduct internal quality control (QC) of the 3D model c. Incorporate all review comments from the City and provide 30% comment response form. 6. 60% Design: a. Prepare 60% design plans and specifications divided into up to two (2) individual packages b. Conduct internal quality control (QC) reviews at the 60% design level c. Incorporate all review comments from the City and provide 60% comment response form. 7. 90% Design (Issued for Bid and Regulatory Review): a. Prepare 90% design plans and specifications divided into up to two (2) individual packages b. Conduct internal quality control (QC) reviews at the 90% design level c. Incorporate all review comments from the City and provide 90% comment response form. 8. 100% Design (Issued for Construction): a. Reconcile all changes made after bidding and regulatory review phase b. Prepare final Issued for Construction (IFC) design plans c. Prepare final IFC project specifications d. Conduct internal quality control (QC) at the 100% design level 9. Deliverables: a. Equipment and Materials Pre -procurement Package i. One (1) PDF electronic copy of technical specifications related to the SBRs and SBR Blowers to be included in the Equipment and Materials Pre -procurement package. b. 30% Design/3D Model Development i. One (1) PDF electronic copy of 3D model outputs of SBRs and SBR Blower Building. 5 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES 13 BLACK&VEATCH c. 60% Design i. One (1) PDF electronic copy of 60% design plans and specifications divided into up to two (2) individual packages. b. 90% Design (Issued for Bid and Regulatory Review) i. One (1) PDF electronic copy of 90% design plans and specifications divided into up to two (2) individual packages. c. Issued for Construction i. One (1) PDF electronic copy of 100% design plans and specifications divided into up to two (2) individual packages. D. BID PHASE: Bid phase services assume the project is constructed based on a Construction Manager at Risk (CMAR) project delivery method and that the CMAR will divide the project into three (3) GMP Packages relevant to Black & Veatch's scope items. Each GMP package will be divided by the CMAR into multiple bid packages according to the CMAR's subcontractor and vendor management plan. Black & Veatch will assist the FNI with the following activities during the bidding process: 1. Respond to questions and interpret bid documents relates to the SBRs, SBR Blowers, SBR Blower Building and I&C. Prepare technical information to be incorporated into addenda. 2. Assist FNI in the preparation of Conformed (As -Bid) Construction Contract Documents for elements related to Black & Veatch's design scope of work. Conformed plans and specifications shall incorporate any changes from addenda into the final electronic documents and clouded per FNI record drawing standards. E. STARTUP AND COMMISSIONING SERVICES: 1. Black & Veatch will attend meetings with FNI, the CMAR, and City staff to plan construction sequencing and treatment process commissioning activities. The meetings will serve to develop construction sequencing and process/WRF commissioning planning, with the City's input, in advance of GMP. The FNI Team will incorporate the results of the planning meetings into the Contract Documents. Detailed startup and commissioning planning documents will be developed as part of the Construction Phase Services scope of work. PROJECT ASSUMPTIONS A. Structural Assumptions 1. Preliminary geotech report available before 30% design effort is finished. 2. Final geotech report available before 60% design effort is finished. 3. Geotech report review hours limited to a single report. 4. Black & Veatch Geotechnical department scope of work not included. 5. Typical Black & Veatch foundation settlement criteria of 1" total and 1/2" differential will be used. 6. Seismic Site Class will be A, B, C, or D. 6 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES laBLACK&VEATCH 7. Design for seismic liquefaction not included. 8. Piling assumed under the SBR, spread/strip footings under the SBR Blower Building 9. Pipe support gravity loads and expansion loads will be provided by Mechanical to Structural. 10. Structural will design all pipe supports for piping 14 inches and greater. 11. Structural will design pipe supports for piping 12 inches and smaller only in expansion systems. 12. Site paving and sidewalks are designed by civil, structural to provide details at building interface 13. Design of structural elements for a fall protection system is not included. 14. Special Inspections support is not included. 15. FNI will lead the standard specifications and details with Black & Veatch review and input 16. Submittal of structural calculations for review not included. 17. VE study and/or responses not included. 18. Construction cost estimating not included. 19. SBR Basin: approximate plan area is 158' x 110' x 22' deep. 20. SBR Basin: substructure is a CIP concrete with piles and void forms 21. SBR Basin: concrete walkways and galvanized steel access stairs and platforms 22. Blower Building: approximate plan area is 122' x 35'. 23. Blower Building: foundation is slab -on -grade, with thicker elements below blowers. 24. Blower Building: superstructure walls are load -bearing CMU with brick veneer. 25. Blower Building: superstructure will not be designed with CMU building template tools. 26. Blower Building: roof is steel joist with metal deck (sloped to ridge) 27. Blower Building: no bridge or hoist crane required 28. Blower Building: computer pipe analysis will be performed to determine support reactions. B. Architectural Assumptions 1. All demolition will be covered on general demolition sheets. No architectural specific demolition sheets will be provided. 2. Animations, Navisworks and Color Renderings are not included. 3. Landscape Design not included. 4. LEED Certification is not included. 5. Color boards and color selections not included. 7 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES laBLACK&VEATCH 6. Architectural effort limited to Blower/Electrical Building only. Blower/Electrical Building assumed to be load -bearing masonry walls with flat roof, scuppers, downspouts. Exterior masonry facade will be typical brick/block design - nothing unique. No restroom, no raised construction (stairs), no canopies, no stairs to roof. C. Building Mechanical — HVAC Assumptions 1. The Blower Building is a two -room structure including a Blower Room and an Electrical Room. 2. The Blower Room will be intermittently ventilated with ceiling mounted prop fans that discharge through roof hoods. No heating is planned to match the example building. 3. The Electrical Room will be heated and air conditioned by packaged air conditioning unit. D. Building Mechanical — Plumbing Assumptions 1. The Blower Room will be provided with general floor drainage and funnel receptors and potable water supply for wash down from 3/4" hose faucets. 2. The Electrical Room will not include plumbing scope. 3. The building water pressure available is expected to be in the range of 50-70 psig. No water booster system design is planned. 4. All drainage will flow by gravity to the site sanitary system. No sump pump systems are planned. 5. Roof drainage will be provided by gutters and downspouts for all buildings. No plumbing scope required. E. Instrumentation & Controls Assumptions 1. Black & Veatch standards and practices are used with the exception of the CAD Standards following the line weight standards from FNI. 2. Basis of Design Report will include PFDs and will NOT include P&ID's. The BODR will include a draft system architecture drawing. P&IDs will utilize AutoCAD Plant 3D. 3. Configuration work will be done by Contractor l&C System Integrator. 4. The fee assumes that a new SCADA System is to be included that is consistent with the Owner's City -Wide SCADA Standards. At the time this fee was developed it was understood that the Owner's SCADA System Application Software is to be VtSCADA. The SCADA Standards to be followed by the Contractors l&C System Integrator are to be provided by Others. The SCADA System will utilize a singlemode Fiber Optic Ring for communications around the plant. The Owner will be responsible for providing and installing all SCADA and Business Workstations, Tablets and the Firewall that connects to the existing singlemode fiber connection to the plant. The project will include approximately 6 balance of plant PLCs and approximately 15 vendor/packaged PLCs. The fiber optic ring will support both a SCADA Network and a separate Site Security Network. The internal ring network will be based on the Rapid Spanning Tree Protocol or similar to be directed by Owner. Based on JHEC Reference Drawings it is assumed the City has a centralized off site SCADA Server Environment where the SCADA Application Software is installed. Barry Rose will be 8 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A — SCOPE OF SERVICES 13 BLACK&VEATCH integrated into that existing offsite SCADA System with local workstations at the Barry Rose facility. 5. Black & Veatch has full I&C scope for the project. Including developing the P&IDs in direct coordination with the process/civil leads. SBR for Black & Veatch, and FNI for all other systems. Black & Veatch I&C specifications will be used with some modifications for inclusion into a spec package that uses FNI Front End Documents and Gupta's Electrical specifications. Black & Veatch will produce the Control Descriptions for the entire project also in direct coordination with the Process/Civil Leads, Black & Veatch for the SBR, Gupta for Generators, FNI for everything else. 6. Black & Veatch I&C will work directly with the Electrical Lead Engineer from Gupta to develop the design documentation. It is assumed that the following are in the Scope of the Electrical Engineering Scope (Gupta). Scope and fee have not been included in the I&C effort for them. This was based on the reference drawings from the JHEC project. a. Electrical One -Line Diagrams b. Electrical Schematics c. Conduit Schedule d. Power Distribution e. Lighting, Grounding Plans 7. The following items are assumed to be included in the Electrical Engineering Scope (Gupta) but will have input from the Black & Veatch I&C Engineer. a. Riser Diagrams b. Power Plan Drawings (Locating I&C devices/equipment) 8. Fee assumes that I&C will lead the site security design based on the Owner's I&C Standards. This will include the Card Access System and Site Security and Process Camera Systems. It is assumed that the site security work will be performed by the Owner's preferred security contractor. 9. It is understood that the project will include early procurement packages for the following systems. Time has been included in the design fee to review submittals associated with pre - procurement as requested by the CMAR. a. SBR Equipment including the Blowers b. Mechanical Bar Screens c. Grit Removal Equipment d. Cloth Disc Filters e. UV Disinfection System f. Dewatering Belt Presses 10. Construction Phase Services are NOT included in this fee and will be developed at a later date. 9 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B owner: City of Pearland Project: Barry Rose WRF Expansion & Longwood WRF EXPENSES TOTAL BIIIings PHASE/Task Project Director- Higher -level Project Manager- Higher -level Project A4min Support - Mid- level Projaot Controls Project Billing Design/Engine ring Management - Higher -level Design/Engine ring Management- Mid -level Civil Works - Lower -level Structural- Higher -level Structural- Mi4-Nvel Architectural- Higher -level Architectural- Midlevel Designrservic aa- level Design!Servic es- M144aval Designrservic s aHigM1er- -Lower- level HVAC-Higher level HVAC -MI.- level IBC - Higher- level IBC -Higher- level IBC - Mid -level IBC -Lower- level Wastewater- Higher -level Wastewater- MIN -level Wastewater- Lower -level Mechanical/Pr BsslPipinglB uilding- Higher -level Architectural- Midlevel Structural- Lowerlevel - EDGE MecfaniwlPr o ssP uiltling -Mitl- level Mechanical/Pr own/Piping/8own/Piping/8ipown/Piping/8gEwa..oning- uiltling-Lower Level - EDGE StartuplComml Higher -level SUBTOTAL, Hours SUBTOTAL, Billings$ Hourly Ewa.. By Rate Other Ewa..Ewa..EXPENSES SUBTOTAL, (Billing Rate, $$,Hr.) 039000 5323.00 $148.00 5185.00 $91.00 $323.00 $189.00 5148.00 024600 5175.00 $236.00 5175.00 $286.00 5219.00 $165.00 $263.00 $202.00 5269.00 $226.00 $148.00 $128.00 5370.00 $229.00 $148.00 $192.00 5148.00 $115.00 5138.00 $128.00 5283.00 $ 9.00 WORK BREAKDOWN STRUCTURE Project Management and Administrative Duties - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $ - $ - $ - $ - $ - A.1 Project Controls 8 28 - 16 - - - - - - - - - - - - - - - - - - - - - - - - - - 52 $ 15,124 $ 468 $ - $ 468 $ 15,592 A.3 Invoicing - 28 - 31 31 - - - - - - - - - - - - - - - - - - - - - - - - - 90 $ 17,600 $ 810 $ - $ 810 $ 18,410 A.5 Quality Assurance / Quality Control 4 40 - - - 32 16 - 123 - - - - - - - - - - - - 200 - - 26 - - - - - 441 $ 137,090 $ 3,969 $ - $ 3,969 $ 141,059 Basis of Design Development - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $ - $ - $ - $ - $ - 6.1.6 Kickoff Workshops - 24 - - - - 24 - - - - - - - - - - - - - - 24 - - - - - - - - 72 $ 21,168 $ 648 $ - $ 648 $ 21,816 B.1.c Monthly Progress Meetings - 96 - - - - 57 - - - - - - - - - - - 9 - - 28 - - - - - - - 27 217 $ 61,816 $ 1,953 $ - $ 1,953 $ 63,769 6.1.e Weekly Internal Coordination Calls - 14 - - - - 56 - - 56 - 31 - 31 - - 11 - 62 - - - - - - - - - - - 261 $ 53,354 $ 2,349 $ - $ 2,349 $ 55,703 B.1.f Site Visits - 8 - - - - 16 8 - - - - - - - - - - 18 - - 8 - - - - - - - - 58 $ 13,820 $ 522 $ - $ 522 $ 14,342 B.2.b Data Collection and Review - - - - - - - - - - - - - - - - - - - - - 5 8 20 - - - - - - 33 $ 6,642 $ 297 $ - $ 297 $ 6,939 B.4.a Regulatory Compliance Definition (SBR) - 8 - - - 8 16 - - - - - - - - - - - - - - 5 8 16 - - - - - - 61 $ 14,242 $ 549 $ - $ 549 $ 14,791 B.4.b Process Modeling (Entire Plant) - 8 - - - 8 40 32 - - - - - - - - - - - - - 16 40 238 - - - - - - 382 $ 67,768 $ 3,438 $ - $ 3,438 $ 71,206 B.4.c Project Feature Definitions - 6 - - - 8 8 8 - - - - 5 9 18 - - 5 9 - - 5 8 16 - - - - - - 105 $ 23,018 $ 945 $ - $ 945 $ 23,963 B.4.d Alternatives Analysis - 8 - - - 8 8 8 - - - - - - - - - 5 9 - - 8 13 24 - - - - - - 91 $ 20,732 $ 819 $ - $ 819 $ 21,551 B.4.e Structural Design Evaluation - 2 - - - 8 - - 5 5 - - - - - - - - - - - - - - - - - - - - 20 $ 5,335 $ 180 $ - $ 180 $ 5,515 B.4.f General Sequencing Evaluation - 8 - - - 8 24 - - - - - - - - - - - - - - 5 - - - - - - - 18 63 $ 16,648 $ 567 $ - $ 567 $ 17,215 B.4.g Basis Of Design Report (BOOR) 2 6 8 - - 8 24 40 18 12 5 14 18 18 73 5 11 5 22 22 - 8 24 40 4 - - 20 - - 407 $ 79,249 $ 3,663 $ - $ 3,663 $ 82,912 B.4.h Address Comments on BODR - 6 4 - - 8 8 20 5 3 - 3 - - 9 - 3 - 7 5 - 3 8 24 - - - - - - 116 $ 22,773 $ 1,044 $ - $ 1,044 $ 23,817 Final Design Development - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $ - $ - $ - $ - $ - C.1.a Equipment Procurement Package - Specs - 16 24 - - 16 24 24 - - - - - 9 18 - - 9 27 20 - 8 20 40 - - - - - - 255 $ 51,860 $ 2,295 $ - $ 2,295 $ 54,155 C.1.b Materials Procurement Package - Spec$ - 8 12 - - 8 12 - 5 8 - 62 - - - - - - - - - - - - - - - - - - 115 $ 22,692 $ 1,035 $ - $ 1,035 $ 23,727 C.2 30% Design - SBR/EQ 2 36 8 - - 40 79 158 79 95 - - 11 14 44 - - - - - - 32 16 32 41 - 108 108 - - 903 $ 169,794 $ 8,127 $ - $ 8,127 $ 177,921 C.2 30% Design -Blower Building 2 20 8 - - 24 46 79 33 40 7 31 11 14 44 6 27 - - - - 20 8 16 38 65 62 60 38 - 699 $ 128,051 $ 6,291 $ - $ 6,291 $ 134,342 C.2 30% Design - Instrumentation 2 16 12 - - 40 20 - - - - - - - - - - 90 202 404 118 8 - - - - - - - - 912 $ 172,142 $ 8,208 $ - $ 8,208 $ 180,350 C.3 60% Design -SBR/EQ 2 50 4 - - 60 119 238 195 237 - - 7 7 66 - - - - - - 32 16 32 39 - 103 103 - - 1,310 $ 252,274 $ 11,790 $ - $ 11,790 $ 264,064 C.3 60% Design -Blower Building 2 30 4 - - 36 72 139 84 101 11 40 7 7 66 14 63 - - - - 20 8 16 37 62 59 57 40 - 975 $ 183,289 $ 8,775 $ - $ 8,775 $ 192,064 C.3 60%Design -Instrumentation 2 20 8 - - 40 24 - - - - - - - - - - 90 202 404 40 8 - - - - - - - - 838 $ 163,614 $ 7,542 $ - $ 7,542 $ 171,156 C.4 90% Design (IFB) - SBR/EQ 2 32 2 - - 40 79 158 89 108 - - 3 3 17 - - - - - - 16 16 32 35 - 92 92 - - 816 $ 152,077 $ 7,344 $ - $ 7,344 $ 159,421 C.4 90% Design (IFB) - Blower Building 2 20 2 - - 24 46 79 38 47 16 40 3 3 17 14 64 - - - - 8 8 16 32 55 52 51 36 - 673 $ 124,023 $ 6,057 $ - $ 6,057 $ 130,080 C.4 90% Design (IFB) -Instrumentation 2 12 4 - - 32 16 - - - - - - - - - - 117 112 202 20 5 - - - - - - - - 522 $ 109,699 $ 4,698 $ - $ 4,698 $ 114,397 C.5 100%Design (IFC)-SBR/EQ 2 16 2 - - 20 59 79 28 33 - - - - 6 - - - - - - 5 5 8 11 - 29 29 - - 332 $ 62,828 $ 2,988 $ - $ 2,988 $ 65,816 C.5 100% Design (IFC) -Blower Building 2 10 2 - - 12 24 48 10 15 3 18 - - 6 6 27 - - - - 5 3 5 10 18 17 17 11 - 269 $ 50,357 $ 2,421 $ - $ 2,421 $ 52,778 C.5 100%Design (IFC)-Instrumentation 2 8 2 - - 16 16 - - - - - - - - - - 10 50 92 10 3 - - - - - - - - 209 $ 41,848 $ 1,881 $ - $ 1,881 $ 43,729 Bid Phase - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $ - $ - $ - $ - $ - D.1 Respond to RFIS 2 4 2 - - 4 8 - 18 18 4 7 - - 9 - 4 - 9 5 - - - - - - - - - - 94 $ 19,986 $ 846 $ - $ 846 $ 20,832 D.5 Conformed Documents 2 4 4 - - 4 8 - - - - - - - - - - - 18 9 14 - - - 9 9 22 22 14 - 139 $ 23,078 $ 1,251 $ - $ 1,251 $ 24,329 D.6 Single Set Construction Documents 2 4 2 - - 4 8 - - - - - - - - - - - 5 3 3 - - - 22 5 9 9 5 - 81 $ 15,011 $ 729 $ - $ 729 $ 15,740 Special Services - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $ - $ - $ - $ - $ - L.1 Startup Plan 4 24 - - - 4 40 8 - - - - 5 9 - - - 3 5 3 - 8 - - - - - - - 88 201 $ 52,994 $ 1,809 $ - $ 1,809 $ 54,803 Total, Hours 48 620 114 47 31 520 997 1,126 730 778 46 246 70 124 393 45 210 334 766 1,169 205 493 209 575 304 214 553 568 144 133 11,812 Total, Billings $ 2,371,996 $ 106,308 $ - $ 106,308 $ 2,478,304 UNCONTROLLED WIler DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES Proposal and Contract for Services CBRE CBRE, Inc. 2800 Post Oak Boulevard, Suite 500 Houston, Texas 77056 www.cbre.us/valuation December 5, 2022 Jim Patterson, R/W-AC Director Anthony Vu Acquisitions Manager -Engineering & Public Works C/o CITY OF PEARLAND 2016 Old Alvin Road Pearland, Texas 77581 Phone: 281.652.1794 Email: AVu@pearlandtx.gov RE: Assignment Agreement Market Value Barry Rose Force Main Project Barry Rose to Dixie Farm Road Pearland, Texas Dear Mr. Vu: We are pleased to submit this proposal and our Terms and Conditions for this assignment. PROPOSAL SPECIFICATIONS Purpose: To provide a valuation of the fee simple & easement interest of several parcels of land and improvements (if applicable) in Pearland, TX. Additional information relative to the parcels can be found in the addendum of this agreement. Premise: As Is Rights Appraised: Fee Simple and Easement Intended Use: Acquisition Purposes Intended User: The intended user is CITY OF PEARLAND ("Client"), and such other parties and entities (if any) expressly recognized by CBRE as "Intended Users" (as further defined herein). Reliance: Reliance on any reports produced by CBRE under this Agreement is extended solely to parties and entities expressly acknowledged in a signed writing by CBRE as Intended Users of the respective reports, provided that any conditions to such acknowledgement required by CBRE or hereunder have been satisfied. Parties or entities other than Intended Users who obtain a copy of the report DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 2 of 10 December 5, 2022 Inspection: or any portion thereof (including Client if it is not named as an Intended User), whether as a result of its direct dissemination or by any other means, may not rely upon any opinions or conclusions contained in the report or such portions thereof, and CBRE will not be responsible for any unpermifted use of the report, its conclusions or contents or have any liability in connection therewith. Per agreement with the client, CBRE will conduct a physical inspection of the Subject Property from existing right-of-way or aerial mapping. Owners, if required, will be contacted by certified mail, regular mail and phone (if available) to set appointments for inspections of each tract. Valuation Approaches: All three traditional approaches to value will be considered. Report Type: Summary Appraisal Report Appraisal Standards: USPAP Appraisal Fee: Not to exceed $92,000. See fee schedule in the addendum of this proposal Expenses: Fee includes all associated expenses Retainer: A retainer is not required for this assignment Payment Terms: Final payment is due upon delivery of the final report or within thirty (30) days of your receipt of the draft report, whichever is sooner. The fee is considered earned upon delivery of the draft report. We will invoice you for the assignment in its entirety at the completion of the assignment. Delivery Instructions: CBRE encourages our clients to join in our environmental sustainability efforts by accepting an electronic copy of the report. An Adobe PDF file via email will be delivered to AVu@pearlandtx.gov. www.cbre.us/valuation CBRE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 3 of 10 December 5, 2022 Delivery Schedule: No later than 45 days from authorization to proceed assuming access to the property and applicable project information is provided in a timely manner. Start Date: The appraisal process will start upon receipt of the property specific data. Acceptance Date: These specifications are subject to modification if this proposal is not accepted within 5 business days from the date of this letter. When executed and delivered by all parties, this letter, together with the Terms and Conditions and the Specific Property Data Request attached hereto and incorporated herein, will serve as the Agreement for appraisal services by and between CBRE and Client. Each person signing below represents that it is authorized to enter into this Agreement and to bind the respective parties hereto. We appreciate this opportunity to be of service to you on this assignment. If you have additional questions, please contact us. Sincerely, CBRE, Inc. Valuation & Advisory Services �pr�... Jim Patterson, R/W-AC Director As Agent for CBRE, Inc. T 713.577.1596 Jim.Patterson@cbre.com CBRE www.cbre.us/valuation DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 4 of 10 December 5, 2022 AGREED AND ACCEPTED FOR CITY OF PEARLAND ("Client"): Signature Date Name Title Phone Number E-Mail Address CBRE www.cbre.us/valuation DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES Proposal and Contract for Services TERMS AND CONDITIONS 1. The Terms and Conditions herein are part of an agreement for appraisal services (the "Agreement" ) between CBRE, Inc. (the "Appraiser") and the client signing this Agreement, and for whom the appraisal services will be performed (the "Client"), and shall be deemed a part of such Agreement as though set forth in full therein. The Agreement shall be governed by the laws of the state where the appraisal office is located for the Appraiser executing this Agreement. 2. Client shall be responsible for the payment of all fees stipulated in the Agreement. Payment of the appraisal fee and preparation of an appraisal report (the "Appraisal Report, or the "report") are not contingent upon any predetermined value or on an action or event resulting from the analyses, opinions, conclusions, or use of the Appraisal Report. Final payment is due as provided in the Proposal Specifications Section of this Agreement. If a draft report is requested, the fee is considered earned upon delivery of the draft report. It is understood that the Client may cancel this assignment in writing at any time prior to delivery of the completed report. In such event, the Client is obligated only for the prorated share of the fee based upon the work completed and expenses incurred (including travel expenses to and from the job site), with a minimum charge of $500. Additional copies of the Appraisal Reports are available at a cost of $250 per original color copy and $100 per photocopy (black and white), plus shipping fees of $30 per report. 3. If Appraiser is subpoenaed or ordered to give testimony, produce documents or information, or otherwise required or requested by Client or a third party to participate in meetings, phone calls, conferences, litigation or other legal proceedings (including preparation for such proceedings) because of, connected with or in any way pertaining to this engagement, the Appraisal Report, the Appraiser's expertise, or the Property, Client shall pay Appraiser's additional costs and expenses, including but not limited to Appraiser's attorneys' fees, and additional time incurred by Appraiser based on Appraiser's then -prevailing hourly rates and related fees. Such charges include and pertain to, but are not limited to, time spent in preparing for and providing court room testimony, depositions, travel time, mileage and related travel expenses, waiting time, document review and production, and preparation time (excluding preparation of the Appraisal Report), meeting participation, and Appraiser's other related commitment of time and expertise. Hourly charges and other fees for such participation will be provided upon request. In the event Client requests additional appraisal services beyond the scope and purpose stated in the Agreement, Client agrees to pay additional fees for such services and to reimburse related expenses, whether or not the completed report has been delivered to Client at the time of such request. 4. Appraiser shall have the right to terminate this Agreement at any time for cause effective immediately upon written notice to Client on the occurrence of fraud or the willful misconduct of Client, its employees or agents, or without cause upon 5 days written notice. 5. In the event Client fails to make payments when due then, from the date due until paid, the amount due and payable shall bear interest at the maximum rate permitted in the state where the office is located for the Appraiser executing the Agreement. In the event either party institutes legal action against the other to enforce its rights under this Agreement, the prevailing party shall be entitled to recover its reasonable attorney's fees and expenses. Each party waives the right to a trial by jury in any action arising under this Agreement. 6. Appraiser assumes there are no major or significant items or issues affecting the Property that would require the expertise of a professional building contractor, engineer, or environmental consultant for Appraiser to prepare a valid report. Client acknowledges that such additional expertise is not covered in the Appraisal fee and agrees that, if such additional expertise is required, it shall be provided by others at the discretion and direction of the Client, and solely at Client's additional cost and expense. 7. In the event of any dispute between Client and Appraiser relating to this Agreement, or Appraiser's or Client's performance hereunder, Appraiser and Client agree that such dispute shall be resolved by means of binding arbitration in accordance with the commercial arbitration rules of the American Arbitration Association, and judgment upon the award rendered by an arbitrator may be entered in any court of competent jurisdiction. Depositions may be taken and other discovery obtained during such arbitration proceedings to the same extent as authorized in civil judicial proceedings in the state where the office of the Appraiser executing this Agreement is located. The arbitrator shall be limited to awarding compensatory damages and shall have no authority to award punitive, exemplary or similar damages. The prevailing party in the arbitration proceeding shall be entitled to recover its expenses from the losing party, including costs of the arbitration proceeding, and reasonable attorney's fees. Client acknowledges that Appraiser is being retained hereunder as an independent contractor to perform the services described herein and nothing in this Agreement shall be deemed to create any other relationship www.cbre.us/valuation CBRE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 2 of 10 December 5, 2022 between Client and Appraiser. This engagement shall be deemed concluded and the services hereunder completed upon delivery to Client of the Appraisal Report discussed herein. 8. All statements of fact in the report which are used as the basis of the Appraiser's analyses, opinions, and conclusions will be true and correct to Appraiser's actual knowledge and belief. Appraiser does not make any representation or warranty, express or implied, as to the accuracy or completeness of the information or the condition of the Property furnished to Appraiser by Client or others. TO THE FULLEST EXTENT PERMITTED BY LAW, APPRAISER DISCLAIMS ANY GUARANTEE OR WARRANTY AS TO THE OPINIONS AND CONCLUSIONS PRESENTED ORALLY OR IN ANY APPRAISAL REPORT, INCLUDING WITHOUT LIMITATION ANY WARRANTY OF FITNESS FOR ANY PARTICULAR PURPOSE EVEN IF KNOWN TO APPRAISER. Furthermore, the conclusions and any permitted reliance on and use of the Appraisal Report shall be subject to the assumptions, limitations, and qualifying statements contained in the report. 9. Appraiser shall have no responsibility for legal matters, including zoning, or questions of survey or title, soil or subsoil conditions, engineering, or other similar technical matters. The report will not constitute a survey of the Property analyzed. 10. Client shall provide Appraiser with such materials with respect to the assignment as are requested by Appraiser and in the possession or under the control of Client. Client shall provide Appraiser with sufficient access to the Property to be analyzed, and hereby grants permission for entry unless discussed in advance to the contrary. 11. The data gathered in the course of the assignment (except data furnished by Client) and the report prepared pursuant to the Agreement are, and will remain, the property of Appraiser. With respect to data provided by Client, Appraiser shall not violate the confidential nature of the Appraiser -Client relationship by improperly disclosing any proprietary information furnished to Appraiser. Notwithstanding the foregoing, Appraiser is authorized by Client to disclose all or any portion of the report and related data as may be required by statute, government regulation, legal process, or judicial decree, including to appropriate representatives of the Appraisal Institute if such disclosure is required to enable Appraiser to comply with the Bylaws and Regulations of such Institute as now or hereafter in effect. 12. Unless specifically noted, in preparing the Appraisal Report the Appraiser will not be considering the possible existence of asbestos, PCB transformers, or other toxic, hazardous, or contaminated substances and/or underground storage tanks (collectively, "Hazardous Material) on or affecting the Property, or the cost of encapsulation or removal thereof. Further, Client represents that there is no major or significant deferred maintenance of the Property that would require the expertise of a professional cost estimator or contractor. If such repairs are needed, the estimates are to be prepared by others, at Client's discretion and direction, and are not covered as part of the Appraisal fee. 13. In the event Client intends to use the Appraisal Report in connection with a tax matter, Client acknowledges that Appraiser provides no warranty, representation or prediction as to the outcome of such tax matter. Client understands and acknowledges that any relevant taxing authority (whether the Internal Revenue Service or any other federal, state or local taxing authority) may disagree with or reject the Appraisal Report or otherwise disagree with Client's tax position, and further understands and acknowledges that the taxing authority may seek to collect additional taxes, interest, penalties or fees from Client beyond what may be suggested by the Appraisal Report. Client agrees that Appraiser shall have no responsibility or liability to Client or any other party for any such taxes, interest, penalties or fees and that Client will not seek damages or other compensation from Appraiser relating to any such taxes, interest, penalties or fees imposed on Client, or for any attorneys' fees, costs or other expenses relating to Client's tax matters. 14. Appraiser shall have no liability with respect to any loss, damage, claim or expense incurred by or asserted against Client arising out of, based upon or resulting from Client's failure to provide accurate or complete information or documentation pertaining to an assignment ordered under or in connection with this Agreement, including Client's failure, or the failure of any of Client's agents, to provide a complete copy of the Appraisal Report to any third party. 15. LIMITATION OF LIABILITY. EXCEPT TO THE EXTENT ARISING FROM SECTION 16 BELOW, OR SECTION 17 IF APPLICABLE, IN NO EVENT SHALL EITHER PARTY OR ANY OF ITS AFFILIATE, OFFICERS, DIRECTORS, EMPLOYEES, AGENTS, OR CONTRACTORS BE LIABLE TO THE OTHER, WHETHER BASED IN CONTRACT, WARRANTY, INDEMNITY, NEGLIGENCE, STRICT LIABILITY OR OTHER TORT OR OTHERWISE, FOR ANY SPECIAL, CONSEQUENTIAL, PUNITIVE, INCIDENTAL OR INDIRECT DAMAGES, AND AGGREGATE DAMAGES IN CONNECTION WITH THIS AGREEMENT FOR EITHER PARTY (EXCLUDING THE OBLIGATION TO PAY THE FEES REQUIRED HEREUNDER) SHALL NOT EXCEED THE GREATER OF THE TOTAL FEES PAYABLE TO APPRAISER UNDER THIS AGREEMENT OR TEN THOUSAND DOLLARS ($10,000). THIS LIABILITY LIMITATION SHALL NOT www.cbre.us/valuation CBRE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 3 of 10 December 5, 2022 APPLY IN THE EVENT OF A FINAL FINDING BY AN ARBITRATOR OR A COURT OF COMPETENT JURISDICTION THAT SUCH LIABILITY IS THE RESULT OF A PARTY'S FRAUD OR WILLFUL MISCONDUCT. 16. Client shall not disseminate, distribute, make available or otherwise provide any Appraisal Report prepared hereunder to any third party (including without limitation, incorporating or referencing the Appraisal Report , in whole or in part, in any offering or other material intended for review by other parties) except to (i) any third party expressly acknowledged in a signed writing by Appraiser as an "Intended User" of the Appraisal Report provided that either Appraiser has received an acceptable release from such third party with respect to such Appraisal Report or Client provides acceptable indemnity protections to Appraiser against any claims resulting from the distribution of the Appraisal Report to such third party, (ii) any third party service provider (including rating agencies and auditors) using the Appraisal Report in the course of providing services for the sole benefit of an Intended User, or (iii) as required by statute, government regulation, legal process, or judicial decree. In the event Appraiser consents, in writing, to Client incorporating or referencing the Appraisal Report in any offering or other materials intended for review by other parties, Client shall not distribute, file, or otherwise make such materials available to any such parties unless and until Client has provided Appraiser with complete copies of such materials and Appraiser has approved all such materials in writing. Client shall not modify any such materials once approved by Appraiser. In the absence of satisfying the conditions of this paragraph with respect to a party who is not designated as an Intended User, in no event shall the receipt of an Appraisal Report by such party extend any right to the party to use and rely on such report, and Appraiser shall have no liability for such unauthorized use and reliance on any Appraisal Report. In the event Client breaches the provisions of this paragraph, Client shall indemnify, defend and hold Appraiser, and its affiliates and their officers, directors, employees, contractors, agents and other representatives (Appraiser and each of the foregoing an "Indemnified Party" and collectively the "Indemnified Parties"), fully harmless from and against all losses, liabilities, damages and expenses (collectively, "Damages") claimed against, sustained or incurred by any Indemnified Party arising out of or in connection with such breach, regardless of any negligence on the part of any Indemnified Party in preparing the Appraisal Report. 17. Furthermore, Client shall indemnify, defend and hold each of the Indemnified Parties harmless from and against any Damages in connection with (i) any transaction contemplated by this Agreement or in connection with the appraisal or the engagement of or performance of services by any Indemnified Party hereunder, (ii) any Damages claimed by any user or recipient of the Appraisal Report, whether or not an Intended User, (iii) any actual or alleged untrue statement of a material fact, or the actual or alleged failure to state a material fact necessary to make a statement not misleading in light of the circumstances under which it was made with respect to all information furnished to any Indemnified Party or made available to a prospective party to a transaction, or (iv) an actual or alleged violation of applicable law by an Intended User (including, without limitation, securities laws) or the negligent or intentional acts or omissions of an Intended User (including the failure to perform any duty imposed by law); and will reimburse each Indemnified Party for all reasonable fees and expenses (including fees and expenses of counsel) (collectively, "Expenses") as incurred in connection with investigating, preparing, pursuing or defending any threatened or pending claim, action, proceeding or investigation (collectively, "Proceedings") arising therefrom, and regardless of whether such Indemnified Party is a formal party to such Proceeding. Client agrees not to enter into any waiver, release or settlement of any Proceeding (whether or not any Indemnified Party is a formal party to such Proceeding) without the prior written consent of Appraiser (which consent will not be unreasonably withheld or delayed) unless such waiver, release or settlement includes an unconditional release of each Indemnified Party from all liability arising out of such Proceeding. 18. Time Period for Legal Action. Unless the time period is shorter under applicable law, except in connection with paragraphs 16 and 17 above, Appraiser and Client agree that any legal action or lawsuit by one party against the other party or its affiliates, officers, directors, employees, contractors, agents, or other representatives, whether based in contract, warranty, indemnity, negligence, strict liability or other tort or otherwise, relating to (a) this Agreement or the Appraisal Report, (b) any services or appraisals under this Agreement or (c) any acts or conduct relating to such services or appraisals, shall be filed within two (2) years from the date of delivery to Client of the Appraisal Report to which the claims or causes of action in the legal action or lawsuit relate. The time period stated in this section shall not be extended by any incapacity of a party or any delay in the discovery or accrual of the underlying claims, causes of action or damages. www.cbre.us/valuation CBRE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 4 of 10 December 5, 2022 ADDENDUM APPRAISAL FEE Appraisal Fees are based on complexity of scope of work and are proposed as follows: Parcel Description Fee 1 Force Main Easement $4,000 2 Force Main Easement $4,000 3 Force Main Easement $4,000 4 Force Main Easement $4,000 5 Force Main Easement $4,000 6 Force Main Easement $4,000 7 Force Main Easement $4,000 8 Force Main Easement $4,000 9 Force Main Easement (Centerpoint) $8,500 10 Force Main Easement(Golf Course) $6,000 11 Force Main Easement $4,000 12 Force Main Easement $4,000 13 Force Main Easement $4,000 14 Force Main Easement $4,000 15 Force Main Easement $4,000 Plant Site Fee Acquisition for Plant Site $5,500 Total $72,000* 1 Temporary Construction Easement $4,000 2 Temporary Construction Easement $4,000 3 Temporary Construction Easement $4,000 4 Temporary Construction Easement $4,000 5 Temporary Construction Easement $4,000 Total $20,000** Overall Total $92,000 *Based on previous assignments with the City of Pearland, the valuation of the easement acquisitions assumes that all improvements impacted by the proposed acquisition will be restored after construction. If the impact to improvements must be considered within the valuation, appraisal fees will need to be revised accordingly. **The fees for the appraisals of Temporary Construction Easements will only be needed if the proposed TCE's are not situated on parcels that also have a proposed force main easement acquisition. www.cbre.us/valuation CBRE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 5 of 10 December 5, 2022 Additional Notes • Appraisals will be delivered no later than 45 days from authorization to proceed assuming access to the properties and applicable project information is provided in a timely manner. • Update Appraisals if requested will be invoiced at 75% of initial appraisal fee (updates include a re -inspection of the property). BILLING RATES FOR LITIGATION SUPPORT & EXPERT WITNESS SERVICES CBRE is qualified and routinely provides additional consulting services in support of eminent domain proceedings, including litigation support and expert witness testimony. The fees for these additional consulting services are billed on an hourly basis and will be based on the following rate structure: Description Hourly Rate Administrative $75/hour Researcher $100/hour Appraiser Associate $150/hour Senior Appraiser $200/hour Director/MAI/Testifying Expert $350/hour Expenses: Associated expenses for Litigation Support and expert witness testimony will be billed separately and include but are not limited to the following: travel and associated per diem, exhibits, research costs, production of hard -copies, photographs, and delivery charges www.cbre.us/valuation CBRE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B VALUATION & ADVISORY SERVICES CITY OF PEARLAND Assignment Agreement Page 6 of 10 December 5, 2022 Parcel Information www.cbre.us/valuation CBRE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B GAI Gupta & Associates, Inc. conslAngeng ig 302 Dennis Street, Houston, Texas 77006, Tel: 713-636-2936 Office, 713-636-2987 Fax Engineering services to provide electrical engineering Phases I, II & III design and construction services for City of Pearland Barry Rose WRF. January 11, 2023 Prepared For David Munn, PE Project Manager Freese and Nichols, Inc. 11200 Broadway Street Offices West, Suite 2320 Pearland, Tx 77584 From Gupta & Associates Inc.I Houston 302 Dennis Street Houston, TX 77006 Hoss Forouzan, PE Senior Vice President, Houston 713-636-2936 Office 832-331-9690 Cell DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland Barry Rose WWTP Phase I, II & III Fee Proposal The proposal is developed per our understanding and scope of work outlined and site plan provided by Freese and Nichols for Phases I, II, and III services for Berry Rose WRF 5 MGD expansion including off -site lift station and demolition of Longwood WRF. A. Scope of Work The project scope of work includes the demolition of the Longwood WRF and construction of new lift station to transport flow to the new Berry Rose 5 MGD expansion. The existing process components will be evaluated to be demolished and new WRF will be constructed to hand the existing plan flow in addition to 5 MGD expansion capacity. The new plan will include storm water facility, on -site influent lift station and odor control, headwork (barscreen, odor control & grit removal), equalization basin, splitter box, SBR, BSR blowers, filter system, UV system, NPW, dewatering, thickener, and several buildings to house the electrical and mechanical equipment such as off -site lift station, on -site lift station, blowers, dewatering, administration, power distribution, and maintenance buildings. GAI will be providing electrical engineering services required for all plant system defined. 1. Off -site lift station and demolition of Longwood WRF a. Demolition of the existing electrical components at Longwood WRF. b. Design of new electrical service and electrical distribution for required pumping equipment c. Design of electrical system for the new lift station building. d. Design of electrical components for odor control system. 2. Storm Water pump station a. Design of electrical distribution for required pumping equipment. 3. On -site Influent lift station and Odor Control System a. Design of new electrical service and electrical distribution for required pumping equipment b. Design of electrical system for the new influent lift station building. c. Demolition of the existing lift station electrical components. e. Design of electrical components for odor control system. Page 2 of 5 Prepared by Hos Forouzan, PE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland Barry Rose WWTP Phase I, II & III Fee Proposal 4. Headwork and Odor System a. Design of electrical distribution for barscreen system. b. Design of electrical distribution for grit removal system. c. Design of electrical distribution for odor control system. d. Demolition of headwork electrical components. 5. Equalization Basin a. Design of electrical distribution for equalization basin. 6. Flow Distribution System a. Design of electrical distribution for flow distribution system. b. Demolition of existing splitter box electrical components. 7. Sequencing Batch Reactor (SBR) System a. Design of electrical distribution for SBR system. b. Design of electrical distribution for SBR blower system. c. Demolition of existing SBR electrical components. d. Design of electrical system for the SBR blower building. 8. Filter System a. Design of electrical distribution for filter system. b. Demolition of existing filter electrical components. 9. UV System a. Design of electrical distribution for UV system. b. Demolition of existing UV electrical components. 10. NPW System a. Design of electrical distribution for NPW system. b. Demolition of existing NPW electrical components. Page 3 of 5 Prepared by Hos Forouzan, PE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland Barry Rose WWTP Phase I, II & III Fee Proposal 11. Dewatering System a. Design of electrical distribution for dewatering system. b. Demolition of existing dewatering electrical components. c. Design of electrical system for the dewatering building. 12. Power distribution, administration, and maintenance buildings a. Design of electrical system for power distribution building. b. Design of electrical system for administration building. c. Design of electrical system for maintenance building. d. Demotion of the existing electrical components for power distribution system. e. Demotion of the existing electrical components for operation building 13. Effluent Pump Station a. Design of electrical distribution for required pumping equipment. B. Engineering Services 1. Phase I (PER) a. Site visit and data collection b. Develop base solution c. Evaluate alternative and provide recommendation d. Provide construction cost estimate e. Prepare draft PER submittal f. Prepare final PER submittal 2. Phase II Design a. Attend progress meeting b. Prepare 60%, 90% and 100% design submittal c. Prepare final construction manual d. Provide design value Engineering e. Coordinate with CPE f. Respond to bidder inquiries g. Provide addendums Page 4 of 5 Prepared by Hos Forouzan, PE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland Barry Rose WWTP Phase I, II & III Fee Proposal 3. Phase III Construction Services a. Participate in construction meetings b. Review submittals and RFIs c. Respond to inquiries d. Perform substantial and final inspections e. Provide as -built drawings f. Provide value Engineering 4. Delivery and Schedules a. Submit all required deliveries, drawings, and specifications in electronic format per requirements. b. Provide all milestone deliveries per required schedules. c. Provide construction cost estimate C. Engineering Services Fees Refer to the attached level of effort for fee breakdown 1. Phase I 2. Phase II a. Project management $146,700 b. Drawings $1,397,600 c. Bid Phase $16,900 3. Phase III $102,900 $1,561,200 $192,600 Total $1,856,700 Thank you for the opportunity to work with you on this project. Sincerely Hoss Forouzan, P.E. Senior Vice President Page 5 of 5 Prepared by Hos Forouzan, PE DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 PROJECT MANAGEMENT 1 PROJECT MANAGEMENT AND DOCUMENT SUBMISSION 1 1. Data Collection 8 8 8 8 32 $ 5,600.00 $ - $ 5,600.00 2 2. Site / Coordination Meetings 16 16 8 40 $ 8,400.00 $ - $ 8,400.00 3 3. Progress Meetings (10 @ 2hours) 4 20 20 10 54 $ 11,600.00 $ - $ 11,600.00 4 4. Progress Submittals (60%,90% & 100%) 8 24 32 46 24 40 174 $ 28,500.00 $ - $ 28,500.00 5 5. Review & Incorporate Submittal Review Comments 8 16 24 16 24 88 $ 15,700.00 $ - $ 15,700.00 6 6. Construction Cost Estimate, Preparation & Review 4 16 16 8 8 52 $ 10,200.00 $ - $ 10,200.00 7 7. Review & Incorporate Submittal Review Comments 2 8 8 8 8 34 $ 6,200.00 $ - $ 6,200.00 8 8. Prepare Project Manual 4 16 20 16 24 80 $ 13,800.00 $ - $ 13,800.00 9 9. Design Value Engineering 8 24 32 60 16 16 156 $ 28,200.00 $ - $ 28,200.00 10 10. Coordination with CentePoint Energy 4 16 24 24 8 76 $ 14,900.00 $ - $ 14,900.00 11 Project Task Expenses (2.5% on Subtotal Hrs Cost) $ 3,600.00 $ 3,600.00 PROJECT MANAGEMENT AND DOCUMENT SUBMISSION 164 200 204 0 4' 786 $ 143,100.00 $ 3,600.00 $ 146,700.00 - FINAL ENGINEERING DESIGN 2 DESIGN DRAWINGS AND SPECIFICATIONS 1 G-E1 ELECTRICAL LEGENDS AND SYMBOLS - I 1 2 2 10 8 8 8 8 12 10 8 8 8 12 12 12 1 1 1 1 1 4 4 4 4 4 4 4 5 5 5 4 8 $ 1,300.00 $ - $ 1,300.00 2 G-E2 ELECTRICAL LEGENDS AND SYMBOLS - II 1 4 8 $ 1,300.00 $ - $ 1,300.00 3 G-E3 ELECTRICAL LUMINAIRE SCHEDULE 5 4 20 $ 3,900.00 $ - $ 3,900.00 4 G-E4 ELECTRICAL GENERAL NOTES 4 4 17 $ 3,200.00 $ - $ 3,200.00 5 G-E5 ELECTRICAL DEMOLITION OVERALL ONE -LINE DIAGRAM 4 10 23 $ 3,900.00 $ - $ 3,900.00 6 G-E6 ELECTRICAL DEMOLITION MCC-1E ONE -LINE DIAGRAM & ELEVATION 4 10 26 $ 4,400.00 $ - $ 4,400.00 7 G-E7 ELECTRICAL DEMOLITION MCC-2E ONE -LINE DIAGRAM & ELEVATION 4 10 26 $ 4,400.00 $ - $ 4,400.00 8 G-E8 ELECTRICAL PROPOSED OVERALL ONE -LINE DIAGRAM 6 10 32 $ 5,700.00 $ - $ 5,700.00 9 G-E9 ELECTRICAL MV SWITHCGEAR MVSG-1 ONE -LINE DIAGRAM & ELEVATION 5 12 31 $ 5,300.00 $ - $ 5,300.00 10 G-E10 ELECTRICAL EMERGENCY SWITCHBOARD ESB-1 & ESB-2 ONE -LINE DIAGRAM & ELEVATION 4 10 26 $ 4,400.00 $ - $ 4,400.00 11 G-E11 ELECTRICAL PROPOSED SWITCHBOARD SWBD-1 ONE -LINE DIAGRAM & ELEVATION 4 10 26 $ 4,400.00 $ - $ 4,400.00 12 G-E12 ELECTRICAL PROPOSED SWITCHBOARD SWBD-2 ONE -LINE DIAGRAM & ELEVATION 4 10 26 $ 4,400.00 $ - $ 4,400.00 13 G-E13 ELECTRCIAL PROPOSED MCC-1 ONE -LINE DIAGRAM 6 12 35 $ 6,100.00 $ - $ 6,100.00 14 G-E14 ELECTRCIAL PROPOSED MCC-2 ONE -LINE DIAGRAM 6 12 35 $ 6,100.00 $ - $ 6,100.00 15 G-E15 ELECTRCIAL PROPOSED MCC-3 ONE -LINE DIAGRAM 6 12 35 $ 6,100.00 $ - $ 6,100.00 GAI Barry Rose WRF 5 MGD Expension Page 1 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) . Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 Mk Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 16 G-E16 ELECTRCIAL PROPOSED MCC-4 ONE -LINE DIAGRAM 6 12 12 12 14 14 14 14 14 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 12 35 $ 6,100.00 $ - $ 6,100.00 17 G-E17 ELECTRCIAL PROPOSED MCC-5 ONE -LINE DIAGRAM 6 12 35 $ 6,100.00 $ - $ 6,100.00 18 G-E18 ELECTRCIAL PROPOSED MCC-6 ONE -LINE DIAGRAM 6 12 35 $ 6,100.00 $ - $ 6,100.00 19 G-E19 ELECTRICAL PANEL SCHEDULE - I 7 10 36 $ 6,500.00 $ - $ 6,500.00 20 G-E20 ELECTRICAL PANEL SCHEDULE - II 7 10 36 $ 6,500.00 $ - $ 6,500.00 21 G-E21 ELECTRICAL PANEL SCHEDULE - III 7 10 36 $ 6,500.00 $ - $ 6,500.00 22 G-E22 ELECTRICAL PANEL SCHEDULE - IV 7 10 36 $ 6,500.00 $ - $ 6,500.00 23 G-E23 ELECTRICAL PANEL SCHEDULE - V 7 10 36 $ 6,500.00 $ - $ 6,500.00 24 G-E24 ELECTRICAL SCHEMATICS - I 4 10 26 $ 4,400.00 $ - $ 4,400.00 25 G-E25 ELECTRICAL SCHEMATICS - II 4 10 26 $ 4,400.00 $ - $ 4,400.00 26 G-E26 ELECTRICAL SCHEMATICS - III 4 10 26 $ 4,400.00 $ - $ 4,400.00 27 G-E27 ELECTRICAL SCHEMATICS - IV 4 10 26 $ 4,400.00 $ - $ 4,400.00 28 G-E28 ELECTRICAL SCHEMATICS - V 4 10 26 $ 4,400.00 $ - $ 4,400.00 29 G-E29 ELECTRICAL SCHEMATICS - VI 4 10 26 $ 4,400.00 $ - $ 4,400.00 30 G-E30 ELECTRICAL SCHEMATICS -VII 4 10 26 $ 4,400.00 $ - $ 4,400.00 31 G-E31 ELECTRICAL SCHEMATICS - VII 4 10 26 $ 4,400.00 $ - $ 4,400.00 32 G-E32 ELECTRICAL SCHEMATICS - IX 4 10 26 $ 4,400.00 $ - $ 4,400.00 33 G-E33 UTILITY POWER AND GENERATOR POWER TRANSFER WIRING RISER DIAGRAM - I 5 8 27 $ 4,800.00 $ - $ 4,800.00 34 G-E34 UTILITY POWER AND GENERATOR POWER TRANSFER WIRING RISER DIAGRAM - II 5 8 27 $ 4,800.00 $ - $ 4,800.00 35 G-E35 FIBER OPTIC NETWORK RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 36 G-E36 STORM WATER DETENSION PUMP STATION RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 37 G-E37 INFULENT LIFT STATION RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 38 G-E38 INFLUENT LIFT STAITON PULSED AIR MIXING SYSTEM RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 39 G-E39 INFLUENT LIFT STAITON ODOR CONTROL RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 40 G-E40 HEADWORKS FACILITY I RISER DIAGRAM - I 5 8 27 $ 4,800.00 $ - $ 4,800.00 41 G-E41 HEADWORKS FACILITY I RISER DIAGRAM - II 5 8 27 $ 4,800.00 $ - $ 4,800.00 42 G-E42 HEADWORKS FACILITY II RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 43 G-E43 HEADWORKS FACILITY GRIT REMOVAL SYSTEM RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 44 G-E44 HEADWORK ODOR CONTROL RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 45 G-E45 EQ FACILITY I RISER DIAGRAM - I 5 8 27 $ 4,800.00 $ - $ 4,800.00 46 G-E46 EQ FACILITY I RISER DIAGRAM - II 5 8 27 $ 4,800.00 $ - $ 4,800.00 47 G-E47 SEQUENCING REACTORS SBR NO.1 & 2 RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 48 G-E48 SEQUENCING REACTORS SBR NO.3 & 4 RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 49 G-E49 SEQUENCING REACTORS SBR NO.5 & 6 (FURURE) RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 50 G-E50 SBR SCUM PUMP STATION 1 RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 GAI Barry Rose WRF 5 MGD Expension Page 2 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) . Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 •=ik Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 51 G-E51 SBR SCUM PUMP STATION 2 RISER DIAGRAM 5 10 10 10 10 10 10 10 10 10 10 10 8 8 8 8 8 10 14 10 10 12 12 12 10 10 10 10 10 10 10 10 10 10 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 27 $ 4,800.00 $ - $ 4,800.00 52 G-E52 SEQUENCING REACTORS 1 & 2 BLOWER SYSTEM I RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 53 G-E53 SEQUENCING REACTORS 2 &4 BLOWER SYSTEM 11 RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 54 G-E54 SEQUENCING REACTORS 5& 6 BLOWER SYSTEM III RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 55 G-E55 TERTIARY FILTER SYSTEM RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 56 G-E56 AERATED SLUDGE HOLDING TANKS RISER DIAGRAM - I 5 8 27 $ 4,800.00 $ - $ 4,800.00 57 G-E57 AERATED SLUDGE HOLDING TANKS RISER DIAGRAM - II 5 8 27 $ 4,800.00 $ - $ 4,800.00 58 G-E58 AERATED SLUDGE HOLDING TANKS BLOWER SYSTEM RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 59 G-E59 SLUDGE BUILDING BELT FILTER PRESS FEED PUMPS RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 60 G-E60 SLUDGE BUILDING BELT FILTER PRESS RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 61 G-E61 SLUDGE BUILDING POLYMER SYSTEM I RISER DIAGRAM 5 8 27 $ 4,800.00 $ - $ 4,800.00 62 G-E62 NON -POTABLE WATER TRANSFER & DISTRIBUTION PUMP STATION RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 63 G-E63 NON -POTABLE WATER CHEMICAL BUILDING CHLORINE FEED SYSTEM RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 64 G-E64 UV DISINFECTION SYSTEM RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 65 G-E65 EFFULENT LIFT STATION RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 66 G-E66 EF/SF-LCP-1 EXTERIOR CONTROL PANEL DETAIL 4 10 26 $ 4,400.00 $ - $ 4,400.00 67 G-E67 EF/SF-LCP-1 INTERIOR CONTROL PANEL DETAIL 5 10 29 $ 5,000.00 $ - $ 5,000.00 68 G-E68 EF/SF-LCP-2 EXTERIOR CONTROL PANEL DETAIL 7 20 45 $ 7,400.00 $ - $ 7,400.00 69 G-E69 EF/SF-LCP-2 INTERIOR CONTROL PANEL DETAIL 5 12 31 $ 5,300.00 $ - $ 5,300.00 70 G-E70 OVERALL ELECTRICAL DEMOLITON SITE PLAN 5 20 39 $ 6,100.00 $ - $ 6,100.00 71 G-E71 OVERAL ELECTRICAL SITE PLAN 6 16 38 $ 6,300.00 $ - $ 6,300.00 72 G-E72 OVERAL ELECTRICAL SITE PLAN - WORK AREAS 6 16 38 $ 6,300.00 $ - $ 6,300.00 73 G-E73 ELECTRICAL AREA CLASSIFICATION PLAN 6 16 38 $ 6,300.00 $ - $ 6,300.00 74 G-E74 GENERATOR NO.1 & 2 ELECTRICAL ENLARGED SITE PLAN 5 10 29 $ 5,000.00 $ - $ 5,000.00 75 G-E75 GENERATOR NO.3 & 4 ELECTRICAL ENLARGED SITE PLAN 5 10 29 $ 5,000.00 $ - $ 5,000.00 76 G-E76 ELECTRICAL DUCTBANK SECTIONS 5 10 29 $ 5,000.00 $ - $ 5,000.00 77 G-E77 ELECTRICAL CONDUIT SCHEDULE - I 5 10 29 $ 5,000.00 $ - $ 5,000.00 78 G-E78 ELECTRICAL CONDUIT SCHEDULE - II 5 10 29 $ 5,000.00 $ - $ 5,000.00 79 G-E79 ELECTRICAL CONDUIT SCHEDULE - III 5 10 29 $ 5,000.00 $ - $ 5,000.00 80 G-E80 ELECTRICAL CONDUIT SCHEDULE - IV 5 10 29 $ 5,000.00 $ - $ 5,000.00 81 G-E81 ELECTRICAL CONDUIT SCHEDULE - V 5 10 29 $ 5,000.00 $ - $ 5,000.00 82 G-E82 ELECTRICAL CONDUIT SCHEDULE - VI 5 10 29 $ 5,000.00 $ - $ 5,000.00 83 G-E83 ELECTRICAL CONDUIT SCHEDULE - VII 5 10 29 $ 5,000.00 $ - $ 5,000.00 84 G-E84 ELECTRICAL CONDUIT SCHEDULE - VIII 5 10 29 $ 5,000.00 $ - $ 5,000.00 85 G-E85 ELECTRICAL CONDUIT SCHEDULE - IX 5 10 29 $ 5,000.00 $ - $ 5,000.00 GAI Barry Rose WRF 5 MGD Expension Page 3 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 86 G-E86 ELECTRICAL CONDUIT SCHEDULE - X 5 10 10 10 10 10 10 10 8 6 6 6 6 6 6 6 6 6 8 6 6 6 6 6 6 8 8 6 6 6 6 6 6 6 6 8 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 3 4 4 3 3 3 3 3 3 3 3 4 10 29 $ 5,000.00 $ - $ 5,000.00 87 G-E87 ELECTRICAL CONDUIT SCHEDULE - XI 5 10 29 $ 5,000.00 $ - $ 5,000.00 88 G-E88 ELECTRICAL CONDUIT SCHEDULE - XII 5 10 29 $ 5,000.00 $ - $ 5,000.00 89 G-E89 ELECTRICAL CONDUIT SCHEDULE - XIII 5 10 29 $ 5,000.00 $ - $ 5,000.00 90 G-E90 ELECTRICAL CONDUIT SCHEDULE - XIV 5 10 29 $ 5,000.00 $ - $ 5,000.00 91 G-E91 ELECTRICAL CONDUIT SCHEDULE - XV 5 10 29 $ 5,000.00 $ - $ 5,000.00 92 G-E92 ELECTRICAL CONDUIT SCHEDULE - XVI 5 10 29 $ 5,000.00 $ - $ 5,000.00 93 LW-E1 LONGWOOD WRF OVERALL ELECTRICAL DEMOLITION SITE PLAN 4 10 26 $ 4,400.00 $ - $ 4,400.00 94 LW-E2 LONGWOOD WRF ELECTRICAL LIFT STATION DEMILITION PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 95 LW-E3 LONGWOOD WRF ELECTRICAL CLAFIRFIER DEMILITION PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 96 LW-E4 LONGWOOD WRF ELECTRICAL FILTER DEMILITION PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 97 LW-E5 LONGWOOD WRF ELECTRICAL CHLORINE DEMILITION PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 98 LW-E6 LONGWOOD WRF ELECTRICAL DEWATERING DEMILITION PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 99 LW-E7 LONGWOOD WRF ELECTRICAL DEMOLITION OVERALL ONE -LINE DIAGRAM 3 10 22 $ 3,600.00 $ - $ 3,600.00 100 LW-E8 LONGWOOD WRF ELECTRICAL DEMOLITION MCC-1E ONE -LINE DIAGRAM & ELEVATION 3 10 22 $ 3,600.00 $ - $ 3,600.00 101 LW-E9 LONGWOOD WRF ELECTRICAL DEMOLITION MCC-2E ONE -LINE DIAGRAM & ELEVATION 3 10 22 $ 3,600.00 $ - $ 3,600.00 102 LW-E10 LONGWOOD WRF ELECTRICAL DEMOLITION MCC-3E ONE -LINE DIAGRAM & ELEVATION 3 10 22 $ 3,600.00 $ - $ 3,600.00 103 LW-E11 LONGWOOD LIFT STATION PROPOSED ELECTRICAL SITE PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 104 LW-E12 LONGWOOD LIFT STATION PROPOSED ELECTRICAL BUILDING SITE PLAN 3 16 28 $ 4,200.00 $ - $ 4,200.00 105 LW-E13 LONGWOOD LIFT STATION PROPOSED ELECTRICAL BUILDING POWER AND GROUNDING PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 106 LW-E14 LONGWOOD LIFT STATION PROPOSED ELECTRICAL BUILDING LIGHTING PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 107 LW-E15 LONGWOOD LIFT STATION PROPOSED ELECTRICAL BUILDING SECURITY SYSTEM PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 108 LW-E16 LONGWOOD LIFT STATION PROPOSED ELECTRICAL BUILDING ACCESS CONTROL SYSTEM PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 109 LW-E17 LONGWOOD LIFT STATION PROPOSED ELECTRICAL BUILDING FIRE ALARM PLAN 3 10 22 $ 3,600.00 $ - $ 3,600.00 110 LW-E18 LONGWOOD WRF ELECTRICAL ONE LINE DIAGRAM 4 8 24 $ 4,200.00 $ - $ 4,200.00 111 LW-E19 LONGWOOD WRF ELECTRICAL MCC ELEVATION 4 10 26 $ 4,400.00 $ - $ 4,400.00 112 LW-E20 LONGWOOD WRF ELECTRICAL BACKUP POWER ONE -LINE DIAGRAM 3 10 22 $ 3,600.00 $ - $ 3,600.00 113 LW-E21 LONGWOOD WRF ELECTRICAL BACKUP POWER EQUIPMENT ELEVATION 3 10 22 $ 3,600.00 $ - $ 3,600.00 114 LW-E22 LONGWOOD WRF ELECTRICAL LIFT PUMP 1 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 115 LW-E23 LONGWOOD WRF ELECTRICAL LIFT PUMP 2 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 116 LW-E24 LONGWOOD WRF ELECTRICAL LIFT PUMP 3 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 117 LW-E25 LONGWOOD WRF ELECTRICAL LIFT PUMP 4 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 118 LW-E26 LONGWOOD WRF ELECTRICAL LIFT PUMP 5 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 119 LW-E27 LONGWOOD WRF ELECTRICAL LIFT PUMP 6 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 120 LW-E28 LONGWOOD WRF ELECTRICAL PUMP 1 ELECTRICA RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 GAI Barry Rose WRF 5 MGD Expension Page 4 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 Mk Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 121 LW-E29 LONGWOOD WRF ELECTRICAL PUMP 2 ELECTRICA RISER DIAGRAM 4 8 8 8 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 4 4 4 4 4 4 4 33 3 3 3 3 3 3 4 4 4 4 4 4 3 4 4 4 3 3 3 3 4 4 4 4 4 4 2 10 26 $ 4,400.00 $ - $ 4,400.00 122 LW-E30 LONGWOOD WRF ELECTRICAL PUMP 3 ELECTRICA RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 123 LW-E31 LONGWOOD WRF ELECTRICAL PUMP 4 ELECTRICA RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 124 LW-E32 LONGWOOD WRF ELECTRICAL PUMP 5 ELECTRICA RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 125 LW-E33 LONGWOOD WRF ELECTRICAL PUMP 6 ELECTRICA RISER DIAGRAM 4 10 26 $ 4,400.00 $ - $ 4,400.00 126 LW-E34 LONGWOOD WRF ELECTRICAL CONDUIT ROUTING TABLE/ SCHEDULE 1 5 10 27 $ 4,600.00 $ - $ 4,600.00 127 LW-E35 LONGWOOD WRF ELECTRICAL CONDUIT ROUTING TABLE/ SCHEDULE 2 5 10 27 $ 4,600.00 $ - $ 4,600.00 128 LW-E36 LONGWOOD WRF ELECTRICAL DETAIL - I 3 12 54 $ 9,200.00 $ - $ 9,200.00 129 LW-E37 LONGWOOD WRF ELECTRICAL DETAIL - II 3 12 24 $ 3,800.00 $ - $ 3,800.00 130 LW-E38 LONGWOOD WRF ELECTRICAL DETAIL - III 3 12 24 $ 3,800.00 $ - $ 3,800.00 131 SWD-E1 STORMWATER DETENTION ELECTRICAL POWER PLAN 3 12 24 $ 3,800.00 $ - $ 3,800.00 132 SWD-E2 STORMWATER DETENTIONL GROUNDING PLAN 3 12 24 $ 3,800.00 $ - $ 3,800.00 133 SWD-E3 STORMWATER DETENTION ELECTRICAL RISER DIAGRAM 3 12 24 $ 3,800.00 $ - $ 3,800.00 134 SWD-E4 STORMWATER DETENTION ELECTRICAL DETAILS 3 12 24 $ 3,800.00 $ - $ 3,800.00 135 ILS-E1 INFLUENT LIFT STATION ENLARGED ELECTRICAL SITE PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 136 ILS-E2 INFLUENT LIFT STATION ELECTRICAL BUILDING POWER AND GROUNDING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 137 ILS-E3 INFLUENT LIFT STATION ELECTRICAL BUILDING LIGHTING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 138 ILS-E4 INFLUENT LIFT STATION PROPOSED ELECTRICAL BUILDING SECURITY SYSTEM PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 139 ILS-E6 INFLUENT LIFT STATION PROPOSED ELECTRICAL BUILDING ACCESS CONTROL SYSTEM PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 140 ILS-E7 INFLUENT LIFT STATION PROPOSED ELECTRICAL BUILDING FIRE ALARM PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 141 ILS-E8 INFLUENT LIFT STATION ELECTRICAL DETAILS 3 10 22 $ 3,600.00 $ - $ 3,600.00 142 ILS-E9 ELECTRCIAL PROPOSED MCC-1 ELEVATION & LOAD CALCULATION 4 10 24 $ 4,000.00 $ - $ 4,000.00 143 ILS-E10 GENERATOR NO.1 ELECTRICAL ENLARGED SITE PLAN 4 12 26 $ 4,200.00 $ - $ 4,200.00 144 ILS-E11 GENERATOR NO.1 ELEVATION PLAN 4 12 26 $ 4,200.00 $ - $ 4,200.00 145 ILS-E12 INFLUENT LIFT STATION ELECTRICAL LIFT PUMP 1 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 146 ILS-E13 INFLUENT LIFT STATION ELECTRICAL LIFT PUMP 2 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 147 ILS-E14 INFLUENT LIFT STATION ELECTRICAL LIFT PUMP 3 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 148 ILS-E15 INFLUENT LIFT STATION ELECTRICAL LIFT PUMP 4 MOTOR CONTROL SCHEMATIC 3 8 20 $ 3,400.00 $ - $ 3,400.00 149 ILS-E16 INFLUENT LIFT STATION ELECTRICAL LIFT PUMP 5 MOTOR CONTROL SCHEMATIC 3 8 21 $ 3,500.00 $ - $ 3,500.00 150 ILS-E17 INFLUENT LIFT STATION ELECTRICAL LIFT PUMP 6 MOTOR CONTROL SCHEMATIC 3 8 21 $ 3,500.00 $ - $ 3,500.00 151 ILS-E18 INFLUENT LIFT STATION ELECTRICAL PUMP 1 & 2 ELECTRICA RISER DIAGRAM 4 8 22 $ 3,800.00 $ - $ 3,800.00 152 ILS-E19 INFLUENT LIFT STATION ELECTRICAL PUMP 3 & 4 ELECTRICA RISER DIAGRAM 4 8 22 $ 3,800.00 $ - $ 3,800.00 153 ILS-E20 INFLUENT LIFT STATION ELECTRICAL PUMP 5 & 6 ELECTRICA RISER DIAGRAM 4 8 22 $ 3,800.00 $ - $ 3,800.00 154 ILS-E21 INFLUENT LIFT STATION ELECTRICAL DETAIL - I 4 8 22 $ 3,800.00 $ - $ 3,800.00 155 ILS-E22 INFLUENT LIFT STATION ELECTRICAL DETAIL - II 2 8 17 $ 2,700.00 $ - $ 2,700.00 GAI Barry Rose WRF 5 MGD Expension Page 5 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 •Wik ill Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 156 ILS-E22 INFLUENT LIFT STATION ELECTRICAL DETAIL - III 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 6 6 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 8 22 $ 3,800.00 $ - $ 3,800.00 157 IOC-E1 ODOR CONTROL ELECTRICAL POWER PLAN 3 8 21 $ 3,500.00 $ - $ 3,500.00 158 IOC-E2 ODOR CONTROL GROUNDING PLAN 3 8 21 $ 3,500.00 $ - $ 3,500.00 159 IOC-E3 ODOR CONTRO ELECTRICAL RISER DIAGRAM 3 8 21 $ 3,500.00 $ - $ 3,500.00 160 IOC-E4 ODOR CONTRO ELECTRICAL DETAILS 3 8 21 $ 3,500.00 $ - $ 3,500.00 161 HW-E1 HEADWORK LOWER LEVEL LIGHTS & RECEPTACLE PLAN - I 4 16 30 $ 4,600.00 $ - $ 4,600.00 162 HW-E2 HEADWORK LOWER LEVEL LIGHTS & RECEPTACLE PLAN - II 4 16 30 $ 4,600.00 $ - $ 4,600.00 163 HW-E3 HEADWORK LOWER LEVEL ELECTRICAL POWER PLAN - I 4 16 30 $ 4,600.00 $ - $ 4,600.00 164 HW-E4 HEADWORK LOWER LEVEL ELECTRICAL POWER PLAN - II 4 16 30 $ 4,600.00 $ - $ 4,600.00 165 HW-E5 HEADWORK LOWER LEVEL ELECTRICAL GROUNDING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 166 HW-E6 HEADWORK ROOF ELECTRICAL LIGHTING & RECEPTACLE PLAN - I 4 16 30 $ 4,600.00 $ - $ 4,600.00 167 HW-E7 HEADWORK ROOF ELECTRICAL LIGHTING & RECEPTACLE PLAN - II 4 16 30 $ 4,600.00 $ - $ 4,600.00 168 HW-E8 HEADWORK ROOF ELECTRICAL POWER PLAN - I 4 16 30 $ 4,600.00 $ - $ 4,600.00 169 HW-E9 HEADWORK ROOF ELECTRICAL POWER PLAN - II 4 16 30 $ 4,600.00 $ - $ 4,600.00 170 HW-E10 HEADWORK ROOF ELECTRICAL GROUNDING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 171 HW-E11 HEADWORK RISER DIAGRAM - I 4 8 22 $ 3,800.00 $ - $ 3,800.00 172 HW-E12 HEADWORK RISER DIAGRAM - II 4 8 22 $ 3,800.00 $ - $ 3,800.00 173 HW-E13 HEADWORK AREA ELECTRICAL SECTIONS/DETAILS 3 8 20 $ 3,400.00 $ - $ 3,400.00 174 HW-E14 HEADWORK AREA ELECTRICAL DETAILS 3 8 20 $ 3,400.00 $ - $ 3,400.00 175 HOC -El. ODOR CONTROL ELECTRICAL POWER PLAN 3 8 20 $ 3,400.00 $ - $ 3,400.00 176 HOC-E2 ODOR CONTROL GROUNDING PLAN 3 8 20 $ 3,400.00 $ - $ 3,400.00 177 HOC-E3 ODOR CONTRO ELECTRICAL RISER DIAGRAM 3 8 20 $ 3,400.00 $ - $ 3,400.00 178 HOC-E4 ODOR CONTRO ELECTRICAL DETAILS 3 8 20 $ 3,400.00 $ - $ 3,400.00 179 EQ-E1 EQ BASIN ELECTRICAL POWER PLAN 3 16 28 $ 4,200.00 $ - $ 4,200.00 180 EQ-E2 EQ BASIN ELECTRICAL GROUNDING PLAN 3 16 28 $ 4,200.00 $ - $ 4,200.00 181 EQ-E3 EQ BASIN ELECTRICAL RISER DIAGRAM 3 16 28 $ 4,200.00 $ - $ 4,200.00 182 EQ-E4 EQ BASIN AREA ELECTRICAL DETAILS 3 16 28 $ 4,200.00 $ - $ 4,200.00 183 SP-E1 SPLITER BOX ELECTRICAL LIGHTING PLAN 3 16 28 $ 4,200.00 $ - $ 4,200.00 184 SP-E2 SPLITER BOX ELECTRICAL POWER PLAN 3 16 29 $ 4,400.00 $ - $ 4,400.00 185 SP-E3 SPLITER BOX ELECTRICAL GROUNDING PLAN 3 16 29 $ 4,400.00 $ - $ 4,400.00 186 SP-E4 SPLITER BOX ELECTRICAL RISER DIAGRAM 3 8 21 $ 3,500.00 $ - $ 3,500.00 187 SP-E5 SPLITER BOX AREA ELECTRICAL DETAILS 2 8 18 $ 2,900.00 $ - $ 2,900.00 188 SBR-E1 SEQUENCING BATCH REACTOR NO. 1 AND 2 ELECTRICAL POWER PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 189 SBR-E2 SEQUENCING BATCH REACTOR NO. 3 AND 4 ELECTRICAL POWER PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 190 SBR-E3 SEQUENCING BATCH REACTOR NO. 5 AND 6 ELECTRICAL POWER PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 GAI Barry Rose WRF 5 MGD Expension Page 6 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 =ik Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 191 SBR-E4 SEQUENCING BATCH REACTOR NO. 1 AND 2 ELECTRICAL LIGHTING PLAN 4 6 6 6 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 16 30 $ 4,600.00 $ - $ 4,600.00 192 SBR-E5 SEQUENCING BATCH REACTOR NO. 3 AND 4 ELECTRICAL LIGHTING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 193 SBR-E6 SEQUENCING BATCH REACTOR NO. 5 AND 6 ELECTRICAL LIGHTING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 194 SBR-E7 SEQUENCING BATCH REACTOR GROUNDING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 195 SBR-E8 SEQUENCING BATCH REACTOR AREA ELECTRICAL SECTIONS/DETAILS 3 8 20 $ 3,400.00 $ - $ 3,400.00 196 SBR-E9 SEQUENCING BATCH REACTOR AREA ELECTRICL DETAILS 3 8 20 $ 3,400.00 $ - $ 3,400.00 197 SBR-E10 SBR SCUM PUMP STATION 1 POWER, LIGHTING & GROUNDING PLAN 3 8 20 $ 3,400.00 $ - $ 3,400.00 198 SBR-E11 SBR SCUM PUMP STATION 1 RISER DIAGRAM 3 8 20 $ 3,400.00 $ - $ 3,400.00 199 SBR-E12 SBR SCUM PUMP STATION 2 POWER, LIGHTING & GROUNDING PLAN 3 8 20 $ 3,400.00 $ - $ 3,400.00 200 SBR-E13 SBR SCUM PUMP STATION 2 RISER DIAGRAM 3 8 20 $ 3,400.00 $ - $ 3,400.00 201 SBR-E14 SBR SCUM PUMP STATIONS SECTIONS/DETAILS 3 8 20 $ 3,400.00 $ - $ 3,400.00 202 BB-E1 BLOWER BUILDING ELECTRICAL LIGHTING PLAN - I 4 16 32 $ 5,000.00 $ - $ 5,000.00 203 BB-E2 BLOWER BUILDING ELECTRICAL LIGHTING PLAN - II 4 16 32 $ 5,000.00 $ - $ 5,000.00 204 BB-E3 BLOWER BUILDING ELECTRICAL POWER PLAN - I 4 16 32 $ 5,000.00 $ - $ 5,000.00 205 BB-E4 BLOWER BUILDING ELECTRICAL POWER PLAN - II 4 16 32 $ 5,000.00 $ - $ 5,000.00 206 BB-E5 BLOWER BUILDING ELECTRICAL GROUNDING PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 207 BB-E6 BLOWER BULDING PROPOSED ELECTRICAL BUILDING SECURITY SYSTEM PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 208 BB-E7 BLOWER BULDING PROPOSED ELECTRICAL BUILDING ACCESS CONTROL SYSTEM PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 209 BB-E8 BLOWER BULDING PROPOSED ELECTRICAL BUILDING FIRE ALARM PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 210 BB-E9 BLOWER BUILDING ELECTRICAL SECTION/DETAILS 3 8 21 $ 3,500.00 $ - $ 3,500.00 211 BB-E10 BLOWER BUILDING ELECTRICAL DETAILS 3 8 21 $ 3,500.00 $ - $ 3,500.00 212 F-E1 FILTER AREA ELECTRICAL LIGHTING PLAN - I (1-3) 4 16 30 $ 4,600.00 $ - $ 4,600.00 213 F-E2 FILTER AREA ELECTRICAL LIGHTING PLAN - II (4-6) 4 16 30 $ 4,600.00 $ - $ 4,600.00 214 F-E3 FILTER AREA ELECTRICAL POWER PLAN - I (1-3) 4 16 30 $ 4,600.00 $ - $ 4,600.00 215 F-E4 FILTER AREA ELECTRICAL POWER PLAN - II (4-6) 4 16 30 $ 4,600.00 $ - $ 4,600.00 216 F-E5 FILTER AREA ELECTRICAL GROUNDING PLAN I (1-3) 4 16 30 $ 4,600.00 $ - $ 4,600.00 217 F-E6 FILTER AREA ELECTRICAL GROUNDING PLAN 2 (4-6) 4 16 30 $ 4,600.00 $ - $ 4,600.00 218 F-E7 FILTER AREA ELECTRICAL SECTION/DETAILS 3 8 21 $ 3,500.00 $ - $ 3,500.00 219 F-E8 FILTER AREA ELECTRICAL DETAILS 3 8 21 $ 3,500.00 $ - $ 3,500.00 220 UV-E1 UV SYSTEM ELECTRICAL LIGHTING PLAN - I 4 16 30 $ 4,600.00 $ - $ 4,600.00 221 UV-E2 UV SYSTEM ELECTRICAL LIGHTING PLAN - II 4 16 30 $ 4,600.00 $ - $ 4,600.00 222 UV-E3 UV SYSTEM ELECTRICAL POWER PLAN - I 4 16 30 $ 4,600.00 $ - $ 4,600.00 223 UV-E4 UV SYSTEM ELECTRICAL POWER PLAN - II 4 16 30 $ 4,600.00 $ - $ 4,600.00 224 UV-E5 UV SYSTEM ELECTRICAL GROUNDING PLAN 4 16 30 $ 4,600.00 $ - $ 4,600.00 225 UV-E6 UV SYSTEM ELECTRICAL SECTION/DETAILS 3 8 20 $ 3,400.00 $ - $ 3,400.00 GAI Barry Rose WRF 5 MGD Expension Page 7 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) — Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 •=ik Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 226 UV-E7 UV SYSTEM ELECTRICAL DETAILS 3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 8 8 4 4 4 4 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 20 $ 3,400.00 $ - $ 3,400.00 227 NPW-E1 NPW PUMP AREA ELECTRICAL LIGHTING PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 228 NPW-E2 NPW PUMP AREA ELECTRICAL POWER PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 229 NPW-E3 NPW PUMP AREA ELECTRICAL GROUNDING PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 230 NPW-E4 NPW STORAGE TANK ELECTRICAL LIGHTING PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 231 NPW-E5 NPW STORAGE TANK ELECTRICAL POWER PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 232 NPW-E6 NPW STORAGE TANK ELECTRICAL GROUNDING PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 233 DW-E1 DEWATERING BUILDING FIRST LEVEL ELECTRICAL LIGHTING PLAN -I 4 14 28 $ 4,400.00 $ - $ 4,400.00 234 DW-E2 DEWATERING BUILDING FIRST LEVEL ELECTRICAL LIGHTING PLAN -II 4 14 28 $ 4,400.00 $ - $ 4,400.00 235 DW-E3 DEWATERING BUILDING FIRST LEVEL ELECTRICAL POWER PLAN - I 4 14 28 $ 4,400.00 $ - $ 4,400.00 236 DW-E4 DEWATERING BUILDING FIRST LEVEL ELECTRICAL POWER PLAN - II 4 14 28 $ 4,400.00 $ - $ 4,400.00 237 DW-E5 DEWATERING BUILDING FIRST LEVEL ELECTRICAL GROUNDING PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 238 DW-E6 DEWATERING BUILDING UPPER LEVEL ELECTRICAL LIGHTING PLAN - I 4 14 28 $ 4,400.00 $ - $ 4,400.00 239 DW-E7 DEWATERING BUILDING UPPER LEVEL ELECTRICAL LIGHTING PLAN - II 4 14 28 $ 4,400.00 $ - $ 4,400.00 240 DW-E8 DEWATERING BUILDING UPPER LEVEL ELECTRICAL POWER PLAN - I 4 14 28 $ 4,400.00 $ - $ 4,400.00 241 DW-E9 DEWATERING BUILDING UPPER LEVEL ELECTRICAL POWER PLAN - II 4 14 28 $ 4,400.00 $ - $ 4,400.00 242 DW-E10 DEWATERING BUILDING ELECTRICAL LIGHTNING PROTECTION PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 243 DW-E11 DEWATERING BUILDING FIRST LEVEL ELECTRICAL FIRE ALARM PLAN - I 4 14 28 $ 4,400.00 $ - $ 4,400.00 244 DW-E12 DEWATERING BUILDING FIRST LEVEL ELECTRICAL FIRE ALARM PLAN - II 4 14 28 $ 4,400.00 $ - $ 4,400.00 245 DW-E13 DEWATERING BUILDING UPPER LEVEL ELECTRICAL FIRE ALARM PLAN - I 4 14 28 $ 4,400.00 $ - $ 4,400.00 246 DW-E14 DEWATERING BUILDING UPPER LEVEL ELECTRICAL FIRE ALARM PLAN - II 4 14 28 $ 4,400.00 $ - $ 4,400.00 247 DW-E15 DEWATERING BULDING PROPOSED ELECTRICAL BUILDING SECURITY SYSTEM PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 248 DW-E16 DEWATERING BULDING PROPOSED ELECTRICAL BUILDING ACCESS CONTROL SYSTEM PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 249 DW-E17 DEWATERING BULDING PROPOSED ELECTRICAL BFIRE ALARM SYSTEM PLAN 4 14 28 $ 4,400.00 $ - $ 4,400.00 250 DW-E18 DEWATERING BUILDING ELECTRICAL SECTION/DETAILS 3 8 21 $ 3,500.00 $ - $ 3,500.00 251 DW-E19 DEWATERING BUILDING ELECTRICAL DETAILS 3 8 21 $ 3,500.00 $ - $ 3,500.00 252 TSP-E1 THICKENER SLUDGE PUMP AREA ELECTRICAL LIGHTING PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 253 TSP-E2 THICKENER SLUDGE PUMP AREA ELECTRICAL POWER PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 254 TSP-E3 THICKENER SLUDGE PUMP AREA ELECTRICAL GROUNDING PLAN 4 16 32 $ 5,000.00 $ - $ 5,000.00 255 TSP-E4 THICKENER SLUDGE PUMP AREA ELECTRICAL DETAILS 3 8 19 $ 3,100.00 $ - $ 3,100.00 256 AB-E1 ADMIN BUILDING ELECTRICAL LIGHTING PLAN - I 4 16 28 $ 4,200.00 $ - $ 4,200.00 257 AB-E2 ADMIN BUILDING ELECTRICAL LIGHTING PLAN - II 4 16 28 $ 4,200.00 $ - $ 4,200.00 258 AB-E3 ADMIN BUILDING ELECTRICAL POWER PLAN - I 4 16 28 $ 4,200.00 $ - $ 4,200.00 259 AB-E4 ADMIN BUILDING ELECTRICAL POWER PLAN - II 4 16 28 $ 4,200.00 $ - $ 4,200.00 260 AB-E5 ADMIN BUILDING ELECTRICAL GROUNDING PLAN 4 16 28 $ 4,200.00 $ - $ 4,200.00 GAI Barry Rose WRF 5 MGD Expension Page 8 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 •=ik Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 261 AB-E6 ADMIN BUILDING ELECTRICAL FIRE ALARM PLAN - I 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 16 28 $ 4,200.00 $ - $ 4,200.00 262 AB-E7 ADMIN BUILDING ELECTRICAL FIRE ALARM PLAN - II 4 16 28 $ 4,200.00 $ - $ 4,200.00 263 AB-E8 ADMIN BUILDING PROPOSED ELECTRICAL BUILDING SECURITY SYSTEM PLAN 4 16 28 $ 4,200.00 $ - $ 4,200.00 264 AB-E9 ADMIN BUILDING PROPOSED ELECTRICAL BUILDING ACCESS CONTROL SYSTEM PLAN 4 16 28 $ 4,200.00 $ - $ 4,200.00 265 AB-E10 ADMIN BUILDING PROPOSED ELECTRICAL BUILDING FIRE ALARM PLAN 4 16 28 $ 4,200.00 $ - $ 4,200.00 266 AB -Ell ADMIN BUILDING ELECTRICAL SECTION/DETAILS 3 8 18 $ 2,900.00 $ - $ 2,900.00 267 AB-E12 ADMIN BUILDING ELECTRICAL DETAILS 3 8 18 $ 2,900.00 $ - $ 2,900.00 268 PD-E1 POWER DISTRIBUTION BUILDING ELECTRICAL LIGHTING PLAN - I 3 8 18 $ 2,900.00 $ - $ 2,900.00 269 PD-E2 POWER DISTRIBUTION BUILDING ELECTRICAL POWER PLAN - I 3 8 18 $ 2,900.00 $ - $ 2,900.00 270 PD-E3 POWER DISTRIBUTION BUILDING ELECTRICAL GROUNDING PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 271 PD-E4 POWER DISTRIBUTION BUILDINGG ELECTRICAL FIRE ALARM PLAN - I 3 8 18 $ 2,900.00 $ - $ 2,900.00 272 PD-E5 POWER DISTRIBUTION BUILDING PROPOSED ELECTRICAL BUILDING SECURITY SYSTEM PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 273 PD-E6 POWER DISTRIBUTION BUILDING PROPOSED ELECTRICAL BUILDING ACCESS CONTROL SYSTEM PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 274 PD-E7 POWER DISTRIBUTION BUILDING PROPOSED ELECTRICAL BUILDING FIRE ALARM PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 275 PD-E8 POWER DISTRIBUTION BUILDING ELECTRICAL SECTION/DETAILS 3 8 18 $ 2,900.00 $ - $ 2,900.00 276 MB-E1 MAINTENANCE BUILDING ELECTRICAL LIGHTING PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 277 MB-E2 MAINTENANCE BUILDING ELECTRICAL POWER PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 278 MB-E3 MAINTENANCE BUILDING ELECTRICAL GROUNDING PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 279 MB-E4 MAINTENANCE BUILDINGG ELECTRICAL FIRE ALARM PLAN - I 3 8 18 $ 2,900.00 $ - $ 2,900.00 280 MB-E5 MAINTENANCE BUILDING PROPOSED ELECTRICAL BUILDING SECURITY SYSTEM PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 281 MB-E6 MAINTENANCE BUILDING PROPOSED ELECTRICAL BUILDING ACCESS CONTROL SYSTEM PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 282 MB-E7 MAINTENANCE BUILDING PROPOSED ELECTRICAL BUILDING FIRE ALARM PLAN 3 8 18 $ 2,900.00 $ - $ 2,900.00 283 MB-E8 MAINTENANCE BUILDING ELECTRICAL SECTION/DETAILS 3 6 16 $ 2,700.00 $ - $ 2,700.00 284 EPS-El EFFLUENT STATION ENLARGED ELECTRICAL SITE PLAN EPS-E2 EFFLUENT STATION ELECTRICAL POWER AND GROUNDING PLAN EPS-E3 EFFLUENT STATION ELECTRICAL DETAILS EPS-E4 ELECTRCIAL PROPOSED MCC-1 ELEVATION & LOAD CALCULATION EPS-E5 GENERATOR NO.5 ELECTRICAL ENLARGED SITE PLAN EPS-E6 GENERATOR NO.5 ELEVATION PLAN EPS-E7 EFFLUENT STATION ELECTRICAL LIFT PUMP 1 MOTOR CONTROL SCHEMATIC EPS-E8 EFFLUENT STATIONELECTRICAL LIFT PUMP 2 MOTOR CONTROL SCHEMATIC EPS-E9 EFFLUENT STATION ELECTRICAL LIFT PUMP 3 MOTOR CONTROL SCHEMATIC EPS-E10 EFFLUENT STATION ELECTRICAL LIFT PUMP 4 MOTOR CONTROL SCHEMATIC EPS-E11 EFFLUENT STATION ELECTRICAL PUMP 1 & 2 ELECTRICA RISER DIAGRAM EPS-E12 EFFLUENT STATION ELECTRICAL PUMP 3 & 4 ELECTRICA RISER DIAGRAM 3 6 16 $ 2,700.00 $ - $ 2,700.00 285 3 6 16 $ 2,700.00 $ - $ 2,700.00 286 3 6 16 $ 2,700.00 $ - $ 2,700.00 287 3 6 16 $ 2,700.00 $ - $ 2,700.00 288 3 6 16 $ 2,700.00 $ - $ 2,700.00 289 3 6 16 $ 2,700.00 $ - $ 2,700.00 290 3 6 16 $ 2,700.00 $ - $ 2,700.00 291 3 6 16 $ 2,700.00 $ - $ 2,700.00 292 3 6 16 $ 2,700.00 $ - $ 2,700.00 293 3 6 16 $ 2,700.00 $ - $ 2,700.00 294 3 6 16 $ 2,700.00 $ - $ 2,700.00 295 3 6 16 $ 2,700.00 $ - $ 2,700.00 GAI Barry Rose WRF 5 MGD Expension Page 9 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Total (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 •Wik Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 296 EPS-E13 EFFLUENT STATION ELECTRICAL DETAIL - I EPS-E14 EFFLUENT STATION ELECTRICAL DETAIL - II 3 4 3 6 16 $ 2,700.00 $ - $ 2,700.00 297 3 4 3 6 16 $ 2,700.00 $ - $ 2,700.00 298 SD-E1 ELECTRICAL STANDARD DETAILS - I 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 299 SD-E2 ELECTRICAL STANDARD DETAILS - II 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 300 SD-E3 ELECTRICAL STANDARD DETAILS - III 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 301 SD-E4 ELECTRICAL STANDARD DETAILS - IV 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 SD-E5 ELECTRICAL STANDARD DETAILS - V 2 4 2 8 16 302 $ 2,500.00 $ - $ 2,500.00 303 SD-E6 ELECTRICAL STANDARD DETAILS - VI 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 304 SD-E7 ELECTRICAL STANDARD DETAILS - VII 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 305 SD-E8 ELECTRICAL STANDARD DETAILS - VIII 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 306 SD-E9 ELECTRICAL STANDARD DETAILS - IX 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 307 SD-E10 ELECTRICAL STANDARD DETAILS - X 2 4 2 8 16 $ 2,500.00 $ - $ 2,500.00 308 TECHNICAL SPECIFICATIONS 24 80 120 90 72 80 466 $ 80,900.00 $ - $ 80,900.00 309 Project Drawing Task Expenses (2.5% on Subtotal Hrs Cost) $ 34,100.00 $ 34,100.00 ' DESIGN DRAWINGS AND SPECIFICATIONS 24 1268 2253 1235 72 3324 80 8256 $ 1,363,500.00 $ 34,100.00 $ 1,397,600.00 him BID PHASE 3 BID PHASE 1 Attend Pre -Bid Meeting 4 4 $ 900.00 $ - $ 900.00 2 Pre -bid Site Walkthrough 4 4 $ 900.00 $ - $ 900.00 3 Prepare & Issue Addenda 4 4 4 4 16 $ 2,900.00 $ - $ 2,900.00 4 Respond to Bidder Questions 2 4 2 8 $ 1,700.00 $ - $ 1,700.00 5 Bid Evaluation / Bid Tabulation 0 $ - $ - $ - 6 Recommendation of Award 0 $ - $ - $ - 7 Construction Contract Preparation 8 8 8 8 32 $ 5,000.00 $ - $ 5,000.00 8 Conformed Document Preparation 8 8 8 8 32 $ 5,000.00 $ - $ 5,000.00 9 Project Task Expenses (2.5% on Total Hrs Cost for PHASE 3) $ 500.00 $ 500.00 BID PHASE 0 30 24 6 0 20 16 96 $ 16,400.00 $ 500.00 16,900.00 CONSTRUCTION PHASE GAI Barry Rose WRF 5 MGD Expension Page 10 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B City of Pearland, Texas Berry Rose WWTP 5 MGD Expansion RFQ No.: Engineering Fee Proposal for Electrical Services by GAI Item Sheet Number Task Description Estimated Man-hours Total (hrs) Labor (cost $) Other Direct Costs Total Fee (Ardurra $ + Subs $ + ODC) Electrical Admin Principal (hrs) Project Manager (hrs) Senior Engineer (hrs) Prof Engineer (hrs) Grad Engineer (hrs) Senior CAD (hrs) Admin Asst (hrs) Raw Salary $ 90.00 $ 75.00 $ 70.00 $ 60.00 $ 38.00 $ 35.00 $ 28.00 Burdened Salary Rate $ 270.00 $ 225.00 $ 210.00 $ 180.00 $ 114.00 $ 105.00 $ 84.00 4 CONSTRUCTION PHASE 1 Pre -construction Meeting 4 4 8 $ 1,800.00 $ - $ 1,800.00 2 Submittal Review 40 80 60 40 220 $ 40,000.00 $ - $ 40,000.00 3 RFI'S 20 40 20 24 104 $ 18,600.00 $ - $ 18,600.00 4 Site Visits/construction meetings 24 24 24 72 $ 14,800.00 $ - $ 14,800.00 5 Observation Report Generation 24 24 16 16 80 $ 14,700.00 $ - $ 14,700.00 6 Change Orders 16 16 16 48 $ 8,400.00 $ - $ 8,400.00 7 Substantial Completion Walkthrough 16 16 16 48 $ 8,400.00 $ - $ 8,400.00 8 Record Drawings 16 24 32 24 80 24 200 $ 31,200.00 $ - $ 31,200.00 9 Construction Value Engineering 20 40 60 60 40 40 40 300 $ 50,000.00 $ - $ 50,000.00 10 Power, coordination, arc flash study 0 $ - $ - $ - 11 Project Task Expenses (2.5% on Total Hrs Cost for PHASE 3) $ 4,700.00 $ 4,700.00 CONSTRUCTION PHASE 36 208 296 204 40 120 176 1080 $ 187,900.00 $ 4,700.00 $ 192,600.00 TOTAL HOURS - FINAL DESIGN & BID 66 1462 2477 1445 72 3392 224 9138 $ 1,523,000 $ 38,200 $ 1,561,200 TOTAL HOURS - FINAL DESIGN & BID & CONSTRUCTION 102 1670 2773 1649 112 3512 400 10218 $ 1,710,900 $ 42,900 $ 1,753,800 GAI Barry Rose WRF 5 MGD Expension Page 11 of 11 1/11/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B PLUMMER 1617-001-01 01/12/2023 David Munn, P.E. Freese and Nichols, Inc. 11200 Broadway St, Suite 2320 Pearland, TX 77584 Re: Barry Rose WRF Replacement & Expansion Dear David Munn: Attached to this letter is the scope and fee to be included in the final sub -consultant agreement between Plummer Assoc. Inc. (Plummer) and Freese and Nichols, Inc. (FNI) to provide engineering services for the reference project. It is our understanding the fully executed sub -consultant agreement will be provided by FNI for execution after FNI has a prime agreement in place with the City. Please see below summary of fee. Design $550,460 Environmental $58,108 Permitting $128,970 Total $737,538 We appreciate the opportunity to work with FNI on this project and look forward to a very successful project. Sincerely, Plummer Associates, Inc. Marry Portillo, PE, PMP South and Central Texas Area Leader Enclosures: Scopes of Work Level of Efforts DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 Exhibit B Consultant Scope of Services The Agreement with Freese and Nichols, Inc. (Engineer) is supplemented to include the following Basic and Additional Services of Plummer Associates, Inc. (Consultant): 1. General Services 1.1 Communicate with Owner, other Engineer's Consultants, Contractors, and Subcontractors through Engineer, or as authorized by Engineer. 1.2 Agree to a mutual exchange of Drawings and Specifications for the Project with Engineer and other Engineer's Consultants. 1.3 Cooperate with Engineer and other Engineer's Consultants in the coordination and efficient performance of services. 1.4 Have duties and responsibilities for those portions of the Project or specialized professional services assigned to Consultant and have no other duties or responsibilities except as set forth herein. 1.5 Consultant shall prepare and provide invoices to Engineer for services rendered on an approximately monthly basis and include concise Project status reports along with each invoice. Monthly status reports will comprise a one -to -two page summary of the progress to date on the Project, work completed in the prior month, work anticipated to be completed in the upcoming month, and discussion of any scope, schedule or budget issues that may need to be resolved. 1.6 Consultant shall utilize Engineer's standard specifications or specifications provided by Engineer where practical, and all specification items shall conform to Engineer's format and numbering. 1.7 Consultant shall utilize AutoCAD and Plant 3D BIM software standard drawing format or template provided by Engineer. 1.8 Consultant shall sign and seal all final drawings developed for the Engineer. Intermediate submittals as required for Engineer's internal quality control review, Owner review, and all governmental agency reviews are anticipated to be required at various times during the design phase and will be scheduled reasonably in advance of the required submittal date. 1.9 Consultant shall provide for their own design and drafting needs. Consultant shall coordinate with the Engineer to ensure timely completion of designs. 2. Meetings & Site Visits 2.1 Attend one (1) Project Kickoff Workshop with the Engineer, Owner, and CMAR at the beginning of the Project to review and confirm the scope, schedule, resources, and responsibilities. The workshop shall discuss design concepts, information and documents, design criteria, outline specifications, and conceptual opinions of probable project costs proposed. 2.1.1 Confirm the Project objectives, scope of work, milestone schedule, and Owner expectations. 2.1.2 Confirm and Identify information needed from the Owner for the Project and determine the most efficient method for obtaining information. 2.1.3 Confirm critical Project success factors and Project deliverables. B-1 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 2.1.4 Identify reporting requirements and other information needed to manage and monitor the progress of this Project. 2.1.5 Review and comment on Engineer's draft meeting notes and list of action items resulting from meeting. 2.2 Attend one (1) Project workshop with Engineer CMAR, Engineer, and Owner. 2.3 Consultant shall attend up to fourteen (14) Project progress meetings with the Engineer on approximately a monthly basis to provide Project status, to discuss design criteria, design documents, project schedule, opinions of probable construction cost, and otherwise consultation to the Owner. 2.4 Consultant shall participate in up to fifty-six (56) Project update virtual meetings with the Engineer on approximately a weekly basis to provide Project status, to discuss design criteria, design documents, project schedule, and opinions of probable construction cost. These meetings are expected to be limited to less than one hour, without the need for formal agendas or meeting minutes. Action items will be communicated to design team via email after meetings. 2.5 Consultant shall hold up to forty-eight (48) internal (within Plummer) coordination virtual meetings on approximately a weekly basis to discuss Project design development and documents, Project status, schedule, and opinions of probable construction cost. 2.6 Consultant shall participate in up to two (2) Project site visits and shall consult with the Engineer and Owner to gather existing information relevant to the Project including ongoing or planned construction projects in the work area, location of existing utilities and underground facilities, design criteria, construction plans and drawings, mapping, existing subsurface and geotechnical reports, existing topography map and survey information, etc. Exhibits of existing systems shall be provided in electronic format if available. 2.7 Consultant shall provide internal quality control (QC) reviews for each deliverable to Engineer for the Basis of Design Report (BODR), 30%, 60%, 90%, and 100% design milestones. 3. Basis of Design Report (BODR) 3.1 Data Collection and Review: Consult with and make recommendations to Engineer for request for information regarding sludge flow data, percent solids data, and sludge disposal data. Owner's site information, reports and drawings are expected to be provided by Engineer to Consultant. 3.2 Perform a desk -top assessment of capacity and state regulatory design and redundancy criteria of sludge handling processes based upon state regulatory design guidelines and industry standard design criteria (i.e., Texas Commission on Environmental Quality (TCEQ). 3.3 Hydraulic Profile (Solids Coordination): Consult with and make recommendations to Engineer for WRF hydraulic profile related to solids treatment. 3.4 Prepare a Sludge Storage Tank Process Evaluation to include sludge storage process calculations and conceptual design criteria (volume and general dimensions) with exhibits to indicate whether the existing tanks or new tanks should be used, to be included in the Basis of Design Report. 3.5 Consult with and make recommendations to Engineer regarding Sludge Storage Tank blower capacities and manufacturer model to be included in the Basis of Design. B-2 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 3.6 Prepare a Dewatering Building conceptual layout including the number, size and configuration of belt filter presses. Evaluate and recommend to Engineer the manufacturer model number to be used in the Basis of Design. The layout and configuration of components similar to those used in Owner's John Hargrove Environmental Center (JHEC) will be referenced to the JHEC design drawings, in lieu of creating separate two-dimensional drawings of each unit process for the Basis of Design Report. 3.7 Prepare a draft Basis of Design Report section for the solids processes described in the previous subsections of this agreement to be included in the Engineer's Basis of Design Report and furnish to Engineer in electronic portable document file format (PDF). 3.1.1. The report will primarily document design features in tabular format. 3.1.2. Appendices will include: 3.1.2.1. 15% level design drawings; 3.1.2.2. Process Flow Diagrams (PFDs) for sludge handling processes 3.1.2.3. Major equipment list and cut sheets 3.1.2.4. Design development PowerPoint slide decks discussing the Basis of Design development presented during initial monthly progress meetings. 3.8 Within 14 calendar days of receipt, Engineer shall submit to Consultant any comments regarding the Report sections. 3.9 Revise the Report sections in response to comments from Engineer and/or Owner, as appropriate, and furnish the revised Final Report sections to Engineer. This scope includes one round of simultaneous comments to be addressed from Engineer and Owner. 3.10 Deliverables: 3.10.1 One (1) PDF electronic and one (1) Word electronic copy including Draft sludge processes sections for inclusion in BODR. 3.10.2 One (1) PDF electronic and one (1) Word electronic copy including Final sludge processes sections for inclusion in BODR. 4. Equipment Pre -Procurement 4.1. Consultant to provide technical specifications for Dewatering Belt Filter Press equipment and Blowers to include in a Pre -Procurement package of major equipment and materials developed by Engineer, according to an agreed -upon expedited schedule. Furnish to Engineer in electronic portable document file format (PDF). B-3 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 4.2. Deliverables: 4.2.1. One (1) PDF electronic copy of technical specifications for Dewatering Belt Filter Press and Blowers 5. Design Phase Services — 30% Design/ 3D Model Development 5.1. Piping plans, profiles and details. 5.2. Consultant shall develop 30% 3D models of the following proposed unit process areas: 5.2.1. Existing sludge storage tank modifications, or new sludge storage tanks; 5.2.2. Existing sludge pump station modifications, or new sludge pump station; 5.2.3. New Dewatering Building belt filter press equipment layouts. 5.3. Consultant to provide relevant sludge processes information to Engineer for Engineer's P&ID development. 5.4. Consult with Engineer to provide internal quality control of the 3D model (i.e., clash detection). 5.5. Assist Engineer with review and comment on the CMAR-led Cost Model and Schedule. Incorporate relevant review comments from Owner and provide responses for Engineer's 30% comment response form. 5.6. Deliverables 5.6.1. One (1) 3D PDF electronic copy of 3D model outputs of major, proposed WRF treatment units. 6. Design Phase Services — 60% 6.1. Prepare 60% process and mechanical design plans and specifications for the following: 6.1.1. Piping plans, profiles and details; 6.1.2. Sludge storage tank; 6.1.3. Sludge pump station; 6.1.4. Dewatering building design; 6.1.5. Longwood demolition drawings. 6.2. Consultant to provide relevant sludge processes information to Engineer for Engineer's P&ID development. 6.3. Furnish design plans, specifications, and P&IDs to Engineer in electronic portable document file format (PDF). B-4 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 6.4. Consult with Engineer to provide internal quality control and constructability reviews at the 60% design level. 6.5. Assist Engineer with review and comment on the CMAR-led Cost Model and Schedule. Incorporate relevant review comments from Owner and provide comments for Engineer's 60% comment response form. 6.6. Deliverables: 6.6.1. One (1) PDF electronic copy of 60% design plans and specifications for sludge processes and Longwood WRF demolition. 6.6.2. One (1) Log of Cost Model and Schedule review comments for Consultant's scope outlined herein. 7. Design Phase Services — 90% 7.1. Prepare 90% design plans and specifications for the following: 7.1.1. Piping plans, profiles and details; 7.1.2. Sludge storage tank; 7.1.3. Sludge pump station; 7.1.4. Dewatering building design; 7.1.5. Longwood demolition drawings. 7.2. Consultant to provide relevant sludge processes information to Engineer for Engineer's P&ID development. 7.3. Furnish design plans, specifications, and P&IDs to Engineer in electronic portable document file format (PDF). 7.4. Consult with Engineer to provide internal quality control and constructability reviews at the 90% design level, including cross-checking of electrical I&C and structural design elements. 7.5. Assist Engineer with review and comment on the CMAR-led Cost Model and Schedule. Incorporate relevant review comments from Owner and provide comments for Engineer's 90% comment response form. 7.6. Deliverables: 7.6.1. One (1) PDF electronic copy of 90% design plans and specifications for sludge processes and Longwood WRF demolition. 7.6.2. One (1) Log of Cost Model and Schedule review comments for Consultant's scope outlined herein. B-5 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 8. Design Phase Services — 100%/ Issued for Construction 8.1. Reconcile comments and changes made after bidding and regulatory review phase for process areas listed in 30% design. 8.2. Prepare final Issued for Construction (IFC) plans and specifications for process areas listed in 30% design. 8.3. Prepare final IFC project specifications for sludge handling equipment. 8.4. Furnish IFC plans, specifications, and P&IDs to Engineer in electronic portable document file format (PDF). 8.5. Consult with Engineer to provide internal quality control and constructability reviews at the 100% design level. 8.6. Assist Engineer with review and comment on the CMAR-led Cost Model and Schedule. Incorporate relevant review comments from Owner and provide comments for Engineer's 90% comment response form. 8.7. Furnish Engineer, when requested, the engineering data necessary for applications for routine permits required by local, state and federal authorities as related to the Consultant's scope of work. Data submission will consist of one (1) electronic copy in PDF format of the data. Preparation of applications and supporting documents for government grants, TWDB or other funding is an Additional Service. 8.8. Deliverables: 8.8.1. One (1) PDF electronic copy of 100% design plans and specifications for sludge processes. 8.8.2. One (1) Log of Cost Model and Schedule review comments for Consultant's scope outlined herein. 9. Bid Services 9.1. Assist Engineer in responding to up to fifteen (15) bid phase requests for information (RFIs) related to solids handling. 9.2. Consultant shall participate in one (1) Project site visit and one (1) pre -bid meeting during the bid phase. 9.3. Deliverables: 9.3.1. One (1) electronic copy in PDF format for each RFI response provided 10. Longwood WRF (LWRF) Closure Plan 10.1. LWRF decommissioning and demolition will be limited to the infrastructure on -site and within the property boundaries and will be coordinated with the Owner. Expected infrastructure to be B-6 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 demolished or abandoned includes, buildings, manholes, subsurface lines, valves, pumps, tanks/basins, filters, drying beds, mechanical equipment, and electrical equipment. Consultant will identify potential opportunities for salvaging existing equipment. 10.2. Consultant shall coordinate a meeting with the TCEQ to discuss the closure of LWRF and requirements for the regulatory closure associated with it. Consultant will prepare meeting notes for distribution to Engineer and Owner. 10.3. Consultant will conduct one sampling event per TCEQ requirements and coordinate with the laboratory to obtain testing and analytical results. 10.4. Consultant shall evaluate the data obtained in the site investigation (i.e., site observations during the closure investigation and analytical results) and will prepare a draft closure report based on the evaluation and regulatory requirements associated with the closure of LWRF. 10.5. Consultant will prepare a draft closure plan for Owner review and furnished to Engineer in electronic portable document file format (PDF). The draft closure report will be finalized within one round of review. 10.6. Consultant will prepare the final closure plan and submit one (1) copy of the plan and completed form TCEQ-20029 (TPDES Permit cancellation) for submittal to the TCEQ. The closure plan will address sampling of facility structures, soil and groundwater sampling as required by the TCEQ, required analyses of samples, coordination with demolition contractors, coordination for location of utilities, contingency procedures, and a schedule for closure. The closure plan will not address specific facility demolition specifications or plans, public involvement, or implementation of contingency procedures, should they be necessary. 10.7. Consultant shall coordinate with the TCEQ to seek approval of the closure plan. 10.8. Deliverables: 10.8.1. One (1) electronic copy in PDF format of Longwood WRF Draft closure plan. 10.8.2. One (1) electronic copy in PDF format of Longwood WRF Final closure plan submitted to TCEQ. Additional Services 1. Preparation of applications and supporting documents (in addition to those furnished under Basic Services) for private or governmental grants, loans, or advances in connection with the Project; preparation or review of environmental assessments and impact statements; review and evaluation of the effects on the design requirements for the Project of any such statements and documents prepared by others; and assistance in obtaining approvals of authorities having jurisdiction over the anticipated environmental impact of the Project. 2. Services to make measured drawings of or to investigate existing conditions or facilities, or to verify the accuracy of drawings or other information furnished by Engineer or others. 3. Services resulting from significant changes in the scope, extent, or character of the portions of the B-7 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 Project designed or specified by Consultant or its design requirements including, but not limited to, changes in size, complexity, Engineer's schedule, character of construction, or method of financing; and revising previously accepted studies, reports, Drawings, Specifications, or Contract Documents when such revisions are required by changes in Laws and Regulations enacted subsequent to the Effective Date or are due to any other causes beyond Consultant's control. 4. Services resulting from Engineer's request to evaluate additional alternative solutions beyond those previously identified. 5. Services required as a result of Engineer's providing incomplete or incorrect Project information to Consultant. 6. Undertaking investigations and studies including, but not limited to, detailed consideration of operations, maintenance, and overhead expenses; the preparation of financial feasibility and cash flow studies, rate schedules, and appraisals; assistance in obtaining financing for the Project; evaluating processes available for licensing, and assisting Engineer in obtaining process licensing; detailed quantity surveys of materials, equipment, and labor; and audits or inventories required in connection with construction performed by Engineer. 7. Preparing for, coordinating with, participating in, and responding to structured independent review processes, including, but not limited to, project peer review and value engineering review requested by Engineer; and performing or furnishing services required to revise studies, reports, Drawings, Specifications, or other Bidding Documents because of such review processes. 8. Preparing additional Bidding Documents or Contract Documents for alternate bids or prices requested by Engineer for the Work or a portion thereof. 9. Assistance in connection with Bid protests, rebidding, or renegotiating contracts for construction, materials, equipment, or services, except when such assistance is required. 10. Property surveys or related engineering services needed for the transfer of interests in real property; and providing other special field surveys. 11. Providing assistance in responding to the presence of any Constituent of Concern at the Site, in compliance with current Laws and Regulations. 12. Preparation of operation and maintenance manuals if not already in the scope of services. 13. Preparing to serve or serving as a consultant or witness for Engineer in any litigation, arbitration, or other dispute resolution process related to the Project. 14. Assistance in connection with the adjusting of Project equipment and systems. 15. Assistance to Engineer in training Owner's staff to operate and maintain Project equipment and systems. 16. Assistance to Engineer in developing procedures for (a) control of the operation and maintenance of Project equipment and systems, and (b) related record -keeping. B-8 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 17. Services in connection with work change directives and change orders to reflect changes requested by Engineer. 18. Services in making revisions to Drawings and Specifications occasioned by the acceptance of substitute materials or equipment other than "or -equal" items; services after the award of the Construction Contract in evaluating and determining the acceptability of a proposed "or equal" or substitution which is found to be inappropriate for the Project; evaluation and determination of an excessive number of proposed "or equals" or substitutions, whether proposed before or after award of the Construction Contract. 19. Services resulting from significant delays, changes, or price increases occurring as a direct or indirect result of materials, equipment, or energy shortages. 20. Any services during the Construction Phase of the Work. SPECIAL SERVICES: When requested by the Owner, Plummer shall render the following professional services, which are not included in the Basic Services described above, in connection with the development of the Project: Note this scope assumes the Engineer will provide geotechnical, survey, subsurface utility engineering (SUE), property acquisition support, surge analysis, and drainage analysis services. These services are not included in the Consultants scope. 1. ENVIRONMENTAL PERMITTING 1.1. The Consultant will evaluate environmental issues and permitting requirements associated with the proposed: (1) Barry Rose WRF site and adjacent property, (2) Longwood WRF site, and (3) force main routes. This includes preparing a technical memorandum. 1.2. Compile Information - Data such as aerial photos and project limits in digital format for a site visit will be compiled and will be used to create a Data Dictionary for the GPS data logger for data collection. 1.3. Conduct site visit/site review - Consultant environmental scientist(s) will conduct a site visit to observe and document existing conditions (environment) and assess project impacts along the selected alignment(s). The presence and location of waters of the U.S., including wetlands; potential threatened/endangered species habitat; and vegetation will be identified within the proposed project limits. This scope includes preparation of documenting maps/figures and shapefiles to design team to be incorporated into the technical memorandum described below but does not include preparation of an aquatic resources delineation report or threatened and endangered species and habitat assessment report. 1.4. Consult with Texas Historical Commission (THC) - Projects sponsored by public entities that affect a cumulative area greater than five acres or that disturb more than 5,000 cubic yards require advance consultation with the Texas Historical Commission according to Section 191.0525 (d) of the Antiquities Code of Texas. Because the proposed project is expected to exceed these thresholds, coordination with THC will be required. Consultant will prepare a letter to the Texas B-9 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 Historical Commission describing the project and requesting their review. Follow up studies that may be required by the THC can be conducted as an Owner Directed Service if required. 1.5. Air Quality Permitting Evaluation 1.5.1. Preliminary Evaluation — Consultant will review potential onsite air pollution sources for applicability to TCEQ Permit -by -Rule. Consultant will submit an email memo to summarize findings. 1.5.2. If a Permit -by -Rule is required, the Consultant will provide the scope of services to develop compliance materials and a tracking spreadsheet as Owner Directed Service. 1.6. Prepare Technical Memorandum - Consultant will assess relevant project data, permitting requirements and the project design and prepare a technical memorandum documenting the results of the site visit and site review. This will include an assessment of readily apparent environmental issues and an opinion on options to avoid any Section 404 or other permitting requirements. Consultant will recommend what, if any, additional studies are needed, provide input into the routing of the force main, and will provide a recommendation as to which alternative(s) are the most viable from an environmental perspective. Up to three alternatives will be assessed. Additional studies are not included in this scope of services. 1.7. Project Team Coordination - Consultant environmental scientists will coordinate with the project team regarding the site visit/site review findings and provide environmental input during the design and project routing. 2. PHASE I AND PHASE II ESA FOR NEW PROPERTY ACQUIRED 2.1. Phase I ESA: The Consultant will conduct a site visit and document all appropriate inquiries compliant with ASTM standard (E 1527-21). Phase I Environmental Site Assessment will support proposed land purchases based on the current ASTM Standard (E 1527-21) which will include: 2.1.1. Records review (reasonably ascertainable standard sources) 2.1.2. Site reconnaissance 2.1.3. Interviews 2.2. Phase II ESA — a Phase II ESA will be conducted, if needed, as an Additional Service based on the findings of the Phase I ESA. 3. TPDES PERMITTING 3.1. Initial TCEQ Coordination 3.1.1. Consultant will schedule, prepare for, and participate in a pre -application meeting with TCEQ, Engineer, and Owner to discuss the major amendment application. The pre - application meeting will be requested via the form to request pre -application meetings B - 10 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 from TCEQ. The pre -application meeting will outline the plan for the Barry Rose WRF major amendment with renewal to attempt and mitigate potential delays with the anticipated expedited project schedule. 3.2. Perform Optimization Modeling for the Barry Rose WRF Consultant will gather information necessary to develop a water quality model to support the TPDES permit application for the expanded Barry Rose WRF. The modeling will build on the initial modeling conducted by the Consultant in early-2022. 3.2.1. Perform Optimization Water Quality Modeling 3.2.2. Review existing water quality model for Clear Creek Above Tidal (Segment ID 1102) and evaluate the impact of an increase in permitted flow for the facility to up to 32.5 MGD. Request TCEQ's most updated model to use in modeling evaluation. 3.2.3. Prepare preliminary model for Clear Creek Above Tidal using the two flow phases incorporating a nearby discharge upstream and discharges downstream of the Barry Rose WRF. 3.2.4. Model up to 3 scenarios if additional flow phasing considerations are identified. 3.2.5. Meet with the Owner and Engineer to discuss the results of the flow modeling. 3.2.6. Meet with TCEQ water quality modeling staff to discuss the model. 3.2.7. Document Water Quality Modeling 3.2.7.1. Finalize preliminary modeling to demonstrate the impact of the increased flow on the receiving stream and determine the preliminary effluent limits for the Barry Rose WRF. 3.2.7.2. Prepare a draft Modeling TM that addresses the TCEQ's information requirements for modeling. 3.2.7.3. Coordinate with TCEQ water quality modeling staff to discuss the modeling TM for inclusion in the permit amendment application or support the TCEQ's technical review of the application. 3.2.7.4. Prepare a final Modeling TM for submittal with the TPDES major amendment permit application. B-11 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 3.3. Prepare TPDES Barry Rose Major Amendment with Renewal Permit Application Consultant will prepare a TPDES major amendment with renewal permit application for Barry Rose WRF. The Barry Rose WRF's permit application will need to be submitted 180 days prior to its expiration on November 13, 2023. 3.3.1. Initiate Application Project and Gather/Develop Appropriate Information 3.3.1.1. Review the information from the previous Barry Rose TPDES Permit application. 3.3.1.2. Prepare a list of additional information to be provided by the Engineer or Owner and the appropriate format for presenting the additional information. The list of information needed will include items, such as: laboratory analytical data for effluent sampling, sludge analyses, industrial pretreatment program information, whole effluent toxicity testing results, new phases' site layout plans, phasing/expansion plans, and new or modified treatment unit descriptions/dimensions. Consultant will provide a detailed list of effluent sampling requirements for the application. Owner will be responsible for collecting samples and coordinating with a certified laboratory of choice. Sampling costs are the responsibility of the Owner. 3.3.1.3. Visit the site to review the outfall location stream. Photographs will be collected as needed which will include upstream and downstream of the outfall and proposed treatment unit areas. 3.3.2. Prepare Permit Application Documents 3.3.2.1. Complete the application forms, assemble the necessary worksheets, and prepare appropriate exhibits for a TPDES major amendment permit application. The Consultant will prepare a description of the facility, listing of the major treatment units with dimensions of each unit (from information provided by BODR), process flow diagram(s), facility site plan, location map(s), and results of pollutant analyses of effluent. 3.3.2.2. Consultant will review the effluent sampling results, screen the results to compare to existing permit limits, and advise on any additional analyses, as appropriate. B - 12 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 3.3.2.3. Provide draft copies of all permit application documents for Owner review. Comments will be incorporated into the application, as applicable. Four hardcopies of the application will be submitted to the TCEQ and one electronic copy via TCEQ File Transfer Protocol (FTP) site. 3.3.2.4. Submit proof of payment of the application fee. Any fees will be responsibility of the Owner. 3.3.3. Respond to TCEQ during Administrative Review 3.3.3.1. Respond to TCEQ requests for additional information during the administrative review. This scope includes one (1) round of comments with TCEQ. 3.3.3.2. Assist the Owner with publication of the notice of application. The Owner will be responsible for publishing the notices and paying the costs of the publishing. 3.3.3.3. Provide a hardcopy of the application to the Owner for placement by the Owner in a suitable location for public viewing. 3.4. Assist with Barry Rose Permit Application Processing and Review Until Permit Issuance This section includes tasks associated with TCEQ permit application processing: 3.4.1. Assist with Response to Comments 3.4.1.1. Respond to TCEQ requests for additional information during the technical review. This may include technical information regarding aspects of the application, water quality modeling questions, or other technical information. 3.4.1.2. Track the application through the permitting process by periodically contacting TCEQ staff responsible for developing the permit. 3.4.2. Review and Comment on Draft TPDES Permit 3.4.2.1. Review the initial draft permit provided by the TCEQ. 3.4.2.2. Prepare a draft response -to -draft letter, coordinating with the Owner, for submission to TCEQ. 3.4.2.3. For purposes of this scope of services, it is anticipated that the draft permit process will include a total of 3 rounds of draft permits from the TCEQfrom the initial draft to a final draft prior to the final public notice. B - 13 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 3.4.2.4. Assist the Owner with publication of the second notice. The Owner will be responsible for publishing the notices and paying the costs of the publishing. 3.5. Prepare TPDES Longwood WRF Permit Renewal Application 3.5.1. Initiate Application and Gather/Develop Appropriate Information 3.5.1.1. Review the information from the previous Longwood TPDES Permit application. 3.5.1.2. Prepare a list of additional information to be provided by the Engineer or Owner and the appropriate format for presenting the additional information. The list of information needed will include items, such as, but not limited to laboratory analytical data for effluent sampling, sludge analyses, industrial pretreatment program information, photos of structures/treatment units (if needed), and whole effluent toxicity testing results. Consultant will provide a detailed list of effluent sampling requirements for the application. Owner will be responsible for collecting samples and coordinating with a certified laboratory of choice. Sampling costs are the responsibility of the Owner. 3.5.1.3. Prepare for and participate in a project strategy meeting with the Engineer and Owner. 3.5.2. Prepare Permit Application Documents 3.5.2.1. Complete the application forms, assemble the necessary worksheets, and prepare appropriate exhibits for a TPDES renewal permit application. The Consultant will use the previous permit application to develop a list of treatment units, treatment unit dimensions, treatment process flow diagram, facility site plan, and location map(s). 3.5.2.2. Consultant will review the effluent sampling results, screen the results to compare to existing permit limits, and advise on any additional analyses, as appropriate. 3.5.2.3. Provide draft copies of all permit application documents for Owner review. Comments will be incorporated into the application, as applicable. Four hardcopies of the application will be submitted to the TCEQ and one electronic copy via TCEQ File Transfer Protocol (FTP) site. 3.5.2.4. Submit proof of payment of the application fee. Any fees will be responsibility of B - 14 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Agreement for Professional Services Plummer Project No. 1617-001-01 the Owner. 3.5.3. Respond to TCEQ during Administrative Review 3.5.3.1. Respond to TCEQ requests for additional information during the administrative review. This scope includes one (1) round of comments with TCEQ. 3.5.3.2. Assist the Owner with publication of the notice of application. The Owner will be responsible for publishing the notices and paying the costs of the publishing. 3.5.3.3. Provide a hardcopy of the application to the Owner for placement by the Owner in a suitable location for public viewing. TPDES ADDITIONAL SERVICES 1. Prepare for and participate in additional meetings with Engineer or Owner to discuss the project, beyond that provided for in basic services. 2. Conduct field reconnaissance to collect data or information not provided by the Engineer or Owner not otherwise accounted for in basic services. 3. Collect or direct the collection of water quality data. 4. Perform water quality modeling optimization beyond the three scenarios or discussions with TCEQ beyond those identified in basic services, or perform water quality modeling to an additional discharge location or an alternate discharge location. 5. Modify or resubmit portions of an already submitted permit application. 6. Additional rounds of review of comments on the draft TPDES permit beyond three rounds. 7. Securing right of entry to property to collect transects, flow/velocity readings, and/or additional data/field reconnaissance. 8. Conduct hydraulic analysis of cumulative flow or flow impacts in Clear Creek Above Tidal or receiving waters. 9. Respond to public comments, including participating any public meetings, public hearings, or meeting with potential protestants. 10. Prepare to serve or serve as an expert witness on behalf of the Owner. 11. Provide technical or procedural support if proposed permit is protested. B - 15 Plummer Associates, Inc. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B PLUMMER Exhibit 1- Fee Schedule City of Pearland Barry Rose WRF Replacement and Expansion Preliminary & Detailed Design Phase Project Number: Date: 1617-001-01 1/10/2023 Principal In Charge (hrs) Project Manager (hrs) Sr. Electrical Engineer (hrs) Project Engineer (hrs) EIT (hrs) Technician (hrs) Clerical (hrs) QC (hrs) Plummer Labor (hrs) Plummer Fee ($) Sub Fee ($) Expenses ($) Total ($) ' $ 46,960 $ 28,680 1 Project Management 8 144 0 0 0 0 16 24 192 $ 46,960 $ - $ - 1.1 Management 4 112 116 $ 28,680 1.2 Invoicing 16 16 32 $ 5,680 $ 5,680 1.3 Monthly Status Reports 16 16 $ 3,920 $ 3,920 1.4 QA/QC 4 24 28 $ 8,680 $ 8,680 $ 53,120 238 $ 53,120 - $ - 2 Meetings & Site Visits 2 160 0 76 0 2.1 Kickoff Workshops 12 12 24 $ 5,040 $ 5,040 2.2 Monthly Progress Meetings (14 meetings) 28 28 $ 6,860 $ 6,860 2.3 Weekly Update Calls (56 weeks) 56 56 $ 13,720 $ 13,720 2.4 Weekly Internal Coordination Calls 2 48 48 98 $ 20,780 $ 20,780 2.5 Site Visits (2 visits) 16 16 32 $ 6,720 $ 6,720 276 $ 46,440 $ - $ - 4 $ 46,440 3 Basis of Design Development 0 40 0 88 11 3.1 Data Collection and Review 2 4 6 $ 1,050 $ 1,050 3.2 Hydraulic Profile (Solids Coordination) 2 4 12 18 $ 2,870 $ 2,870 3.3 Sludge Storage Tank Process Evaluation 10 20 40 12 2 84 $ 13,790 $ 13,790 3.4 Blower Sizing 4 8 16 28 $ 4,620 $ 4,620 3.5 Dewatering Building Size and Layout 16 32 24 20 92 $ 15,580 $ 15,580 3.6 Documenting Design Report 6 24 16 2 48 $ 8,530 $ 8,530 $ 12,320 $ 12,320 $ 57,840 $ 4,230 68 $ 12,320 $ - $ - 4 Equipment Pre -Procurement 0 16 0 32 20 0 _ 0 0 4.1 Equipment Pre -Procurement 16 32 20 68 $ 12,320 336 $ 57,840 $ - $ - 5 30% Design 4 42 0 98 88 88 0 16 5.1 Piping Plans, Profiles, and Details 4 6 8 8 26 $ 4,230 5.2 Sludge Storage Tank 8 16 12 32 68 $ 10,760 $ 10,760 5.3 Sludge Pump Station 4 12 16 16 48 $ 7,480 $ 7,480 5.4 Dewatering Building Design 8 16 32 32 88 $ 13,560 $ 13,560 5.5 P&IDs (Process Part) Coordination 8 32 20 60 $ 10,360 $ 10,360 5.6 QA/QC 2 2 8 12 $ 3,590 $ 3,590 5.7 Cost Model and Schedule Review 2 8 16 8 34 $ 7,860 $ 7,860 $ 128,450 799 $ 128,450 $ - $ - 6 60% Design 6.1 Piping Plans, Profiles, and Details 5 72 4 0 158 6 1: 354 26 I 8 8 26 $ 4,230 $ 4,230 6.2 Longwood Demolition Drawings 1 16 40 60 180 8 305 $ 46,410 $ 46,410 6.3 Sludge Storage Tank 16 32 24 60 132 $ 20,980 $ 20,980 6.4 Sludge Pump Station 8 16 24 30 78 $ 12,170 $ 12,170 6.5 Dewatering Building Design 16 40 60 60 176 $ 27,420 $ 27,420 6.6 P&IDs (Process Part) Coordination 2 4 8 14 $ 2,310 $ 2,310 6.7 QA/QC 2 2 4 16 10 34 $ 7,070 $ 7,070 6.8 Cost Model & Schedule Review 2 8 16 8 34 $ 7,860 $ 7,860 $ 76,340 457 $ 76,340 $ - $ - 7 90% Design 5 0 88 0 20 1 7.1 Piping Plans, Profiles, and Details 12 16 18 40 86 $ 13,660 $ 13,660 https://apaienv.sharepoint.com/sites/msteams_73010d-Internal/Shared Documents/Internal/00 Opportunity (Barry Rose)/0-2 Proposal/0-2-2 Proposal/0-2-2-3 Working Documents/Design/20230105 Barry Rose LOE Design - V1.xlsx 1 of 2 1/10/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Principal In Charge (hrs) Project Manager (hrs) Sr. Electrical Engineer (hrs) Project Engineer (hrs) EIT (hrs) Technician (hrs) Clerical (hrs) QC (hrs) Plummer Labor (hrs) Plummer Fee ($) Sub Fee ($) Expenses Total ($) ($) 7.2 Longwood Demolition Drawings 1 12 18 40 60 8 139 $ 22,580 $ 22,580 7.3 Sludge Storage Tank 12 18 12 24 66 $ 11,010 $ 11,010 7.4 Sludge Pump Station 4 12 16 14 46 $ 7,210 $ 7,210 7.5 Dewatering Building Design 8 12 24 24 68 $ 10,660 $ 10,660 7.6 P&IDs Process Coordination 2 4 8 14 $ 2,310 $ 2,310 7.7 QA/QC 2 2 4 8 8 24 $ 5,370 $ 5,370 7.8 Cost Model & Schedule Review 2 4 4 4 14 $ 3,540 $ 3,540 $ 17,640 8 100% Design 2 12 0 20 2, 8 10 100 $ 17,640 $ - $ - 8.1 Reconcile Bidding for Process Area 2 4 16 16 38 $ 5,590 $ 5,590 8.2 Final Issued Drawings 2 0 4 8 14 $ 2,130 $ 2,130 8.3 Final Issued Specifications 2 12 4 8 26 $ 4,030 I $ 4,030 8.4 QA/QC 1 2 6 9 $ 2,660 $ 2,660 8.5 Cost Model & Schedule Review 1 4 4 4 13 $ 3,230 $ 3,230 $ 16,800 9 Bidding 0 40 0 40 0 0 80 $ 16,800 $ - $ - 9.1 Interpret Drawings (2 Bid Packages) 36 36 72 $ 15,120 1 $ 15,120 9.2 Meetings & Site Visits 4 4 8 $ 1,680 $ 1,680 $ 69,710 10 Closure Plan 3 80 0 112 198 0 1 I 399 $ - 10.1 Prepare Draft Plan 30 40 110 180 $ 29,750 $ 29,750 10.2 Field Work & Sampling 16 24 24 64 $ 11,480 $ 11,480 10.3 Final Plan 2 16 24 32 6 80 $ 15,080 $ 15,080 10.4 Prepare Draft & Final TCEQ Forms 1 2 8 16 27 $ 4,440 $ 4,440 10.5 Meetings with City, TCEQ, and FNI 16 16 712 16 744 668 48 $ 8,960 - $ 8,960 $ 525,620 TOTAL BASE SERVICES 11 Reimbursable Expenses 11.1 Employee Mileage 11.2 Travel, Meals, and Lodging Sub -Consultants 12.1 Terracon - Lead & Asbestos Survey 12.2 Laboratory Analysis - Closure Plan GRAND TOTAL 2,070 $ 2,070 10,000 22,770 11,270 11,500 21,870 $ 550,460 https://apaienv.sharepoint.com/sites/msteams_73010d-Internal/Shared Documents/Internal/00 Opportunity (Barry Rose)/0-2 Proposal/0-2-2 Proposal/0-2-2-3 Working Documents/Design/20230105 Barry Rose LOE Design - V1.xlsx 2 of 2 1/10/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B PLUMMER Exhibit 2 - Fee Schedule City of Pearland Barry Rose WRF Replacement and Expansion Environmental Project Number: Date: 1617-001-01 1/10/2023 Principal In Charge (hrs) Senior Project Manager (hrs) Project Manager (hrs) Project Engineer (hrs) EIT (hrs) Technician (hrs) Clerical (hrs) QC (hrs) Plummer Labor ■ (hrs) Plummer Fee ($) Sub Fee ($) Expenses Total ($) , ($) v- . ., 1 ' .111-i . - :- • 0 0 8 0 20 0 0 0 28 $ 5,160 $ EMIri. - $ 5,160 1.1 Research/Review/Compile Available Data 4 12 16 $ 2,900 $ - $ 2,900 1.2 Review for potential WOTUS 2 4 6 $ 1,130 $ - $ 1,130 1.3 Review for potential T&E Species Habitat 2 Site Visit / Site Review 0 0 2 0 0 4 22 16 22 16 0 0 6 $ 1,130 $ - $ 1,130 32 $ 6,380 $ 4,640 $ $ - $ 6,380 $ 4,640 2.1 Presence & General Locations of Potential WOTUS 2.2 Potential T&E Species Habitat 6 6 12 $ 1,740 $ - $ 1,740 I 3 Initial Coordination with THC 0 2 6 0 4 0 0 0 12 $ 2,660 $ - $ 2,660 3.1 Preparation of letter describing project 2 6 4 12 $ 2,660 $ - ' $ 2,660 4 E - ui • ment Pre-Procuremen 0 16 30 0 46 16 0 $ 21,190 $ - $ - $ 21,190 4.1 Assess relevant project data 6 6 6 18 $ 4,080 $ - I $ 4,080 4.2 Assess permitting requirements 2 2 2 6 $ 1,360 $ - $ 1,360 4.3 Review three alternative alignments 2 2 4 8 $ 1,680 $ - $ 1,680 4.4 Prepare Environmental TM 4 12 26 16 58 $ 10,280 $ - $ 10,280 4.5 Coordination / Meetings with Design Team 2 8 8 18 $ 3,790 $ - $ 3,790 5 Phase I ESA 0 20 4 0 38 0 1 0 163 $ 12,675 $ ' - $ - $ 12,675 5.1 Records Review 4 8 12 $ 2,380 $ - $ 2,380 5.2 Site Reconnaissance 12 12 24 $ 5,220 $ - $ 5,220 5.3 Report Preparation 4 4 18 1 27 $ 5,075 $ - $ 5,075 Administrative / QC Tasks _ 0 6 24 0 0 0 $ 7,530 $� - $ - $ 7,530 6.1 Quality Control 0 $ - $ - $ - 6.2 Project Management 6 24 30 $ 7,530 $ - $ 7,530 OTAL BASE SERVICES $ 55,595 $ 1 ; $ -"$ 1,363 7 Reimbursable Expenses 7.1 Employee Mileage $ 115 $ 115 7.2 Travel, Meals, and Lodging $ 1,150 $ 1,150 7.3 Reproduction $ 40 $ 40 I 7.4 Shipping, Delivery, and Postage $ 58 $ 58 8 Subconsultant Expenses $ 1,150 8.1 Banks Environmental Data Services 0 $ 150 $ 1,000 $ - $ 1,150 GRAND TOTAL 55,745 https://apaienv.sharepoint.com/sites/msteams_73010d-Internal/Shared Documents/Internal/00 Opportunity (Barry Rose)/0-2 Proposal/0-2-2 Proposal/0-2-2-3 Working Documents/Environmental/20230105 Barry Rose LOE Env.xlsx 1 of 1 1/10/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B PLUMMER Exhibit 3 - Fee Schedule Project Number: City of Pearland Date: Barry Rose WRF Replacement and Expansion Permitting 1617-001-01 1/10/2023 Project Manager (hrs) Project Scientist (hrs) EIT (hrs) QC (hrs) Plummer Labor (hrs) Plummer Fee ($) Sub Fee ($) Expenses Total ($) ($) Barry Rose WRF 1 Performance Modeling 10 26 0 2 38 $ 7,620 $ - $ - $ 7,620 1.1 Review existing WQ model and evaluate impact of increased flow 16 -- 16 $ 2,800 $ 2,800 1.2 Model additional scenarios 2 4 2 8 $ 1,810 $ 1,810 1.3 Meet with TCEQ 5 4 -- 9 $ 1,925 • $ 1,925 1.4 Meet with City / FNI 3 2 5 $ 1,085 $ 1,085 2 Prepare TM for Modeling 8 36 2 4 50 $ 9,820 $ - $ - $ 9,820 2.1 Prepare draft TM for modeling 6 32 2 4 44 $ 8,630 $ 8,630 2.2 Meet with Owner/Engineer to discuss results 2 4 6 $ 1,190 $ 1,190 51 $ 10,245 $ - $ - $ 10,245 3 Initiate Application Project & Gather Information 21 0 28 2 3.1 Review information from previous permit application 4 6 1 11 $ 2,250 $ 2,250 3.2 Prepare RFI 1 8 1 10 $ 1,835 , $ 1,835 3.3 TCEQ Meeting 4 2 6 $ 1,300 1 $ 1,300 3.4 Site Visit 12 12 24 $ 4,860 $ 4,860 114 $ 21,160 $ - $ - $ 21,160 4 Prepare Permit Application Documents 16 4 84 10 4.1 Complete application forms, etc. 12 2 72 6 92 $ 16,670 $ 16,670 4.2 Finalize application after review by client and submit to TCEQ 4 2 12 4 22 $ 4,490 $ 4,490 49 $ 9,380 $ - $ - $ 9,380 5 Assist with Responding to Comments 10 6 29 4 5.1 Respond to TCEQ 6 6 20 3 35 $ 6,650 $ 6,650 5.2 Track application 2 4 6 $ 1,130 • $ 1,130 5.3 First notice support 2 5 1 8 $ 1,600 $ 1,600 86 $ 16,580 $ - $ - $ 16,580 6 Review and Comment Draft Permit 18 16 45 7 78 $ 14,980 $ 14,980 6.1 Respond to draft permit(s) 16 16 40 6 6.2 Second notice support 2 5 1 8 $ 1,600 $ 1,600 Longwood WRF 7 Initiate Application & Data Collection 10 0 14 3 27 $ 5,620 $ - $ - $ 5,620 7.1 Review information from previous permit application 4 4 2 10 $ 2,240 $ 2,240 7.2 Prepare RFI 1 8 1 10 $ 1,835 $ 1,835 7.3 TCEQ meeting 5 2 7 $ 1,545 ' $ 1,545 84 $ 15,760 $ - $ - ' $ 15,760 8 Prepare Permit Application Docs 16 4 58 6 70 $ 12,880 I $ 12,880 8.1 Complete Complete application forms, etc. 12 4 50 4 8.2 Finalize ap Finalize application after review by client and submit to TCEQ 4 8 2 14 $ 2,880 $ 2,880 38 $ 7,040 $ - $ - $ 7,040 9 Assist with Responding to TCEQ Comments 6 0 29 3 9.1 Respond to TCEQ 3 20 2 25 $ 4,555 $ 4,555 9.2 Track application 1 4 5 $ 885 $ 885 9.3 First Notice Support 2 5 1 8 $ 1,600 $ 1,600 66 $ 13,200 $ - $ - $ 13,200 10 Review and Comment Draft Permit 18 4 37 7 10.1 Respond to draft permit(s) 16 4 32 6 58 $ 11,600 $ 11,600 https://apaienv.sharepoint.com/sites/msteams_73010d-Internal/Shared Documents/Internal/00 Opportunity (Barry Rose)/0-2 Proposal/0-2-2 Proposal/0-2-2-3 Working Documents/Permitting/20230105 Barry Rose LOE Permitting.xlsx 1 of 2 1/10/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Project Manager (hrs) Project Scientist (hrs) EIT (hrs) QC (hrs) Plummer Labor (hrs) Plummer Fee ($) Sub Fee ($) Expenses ($) Total ($) 10.2 Second Notice Support 2 5 1 8 $ 1,600 _ $ 1,600 10,545 $ 4,150 11 Barry Rose Air Evaluation 9 44 4 0 57 $ 10,545 $ - $ - 11.1 Evaluate Air sources 2 20 1 23 $ 4,150 11.2 Compare air sources to thresholds 2 16 1 19 $ 3,450 $ 3,450 11.3 Documentation 5 8 2 15 $ 2,945 $ 2,945 ■ 48 660 $ 126,970 0 2,000 $ 2,000 12 Reimbursable Expenses $ 2,000 12.1 Travel, Meals, and Lodging $ 2,000 . 48 660 $ 126,970 $ - https://apaienv.sharepoint.com/sites/msteams_73010d-Internal/Shared Documents/Internal/00 Opportunity (Barry Rose)/0-2 Proposal/0-2-2 Proposal/0-2-2-3 Working Documents/Permitting/20230105 Barry Rose LOE Permitting.xlsx 2 of 2 1/10/2023 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B Right -of -Way SOLUTIONS RIGHT-OF-WAY AND ACQUISITION SERVICES PROPOSAL January 4, 2023 Mr. David Munn Freese and Nichols, Inc. 11200 Broadway, Suite 2320 Pearland, TX 77584 Re: Proposal for the Easement Acquisition of 15 Parcels of Land, 1 Fee Acquisition and 5 Temporary Construction Easements for the Barry Rose WRF Consolidation Project Dear Mr. Munn: Below you will find a proposal for the right-of-way work for the acquisition of 21 Parcels of land for the above referenced project: Estimated Parcels Fee Per Parcel ($) Total ($) 21 3,500.00 73,500.00 Total $73,500.00 This proposal will not exceed the estimated $73,500.00 without prior consent from the City of Pearland. Scope of Services (see attached Exhibit "A"). This proposal format and billing shall be based on the existing Contract for Property Acquisition and Relocation Services executed on August 22, 2022. Thank you and please contact me at 281.773.2203 if any questions arise. Sincerely, Kevin Stephenson Enclosures Right -of -Way Solutions, Inc. 19901 Southwest Freeway I Sugar Land, Texas 77479 Tel: (281) 773-2203 I Fax: (281) 595-7605 Email: kevin@rowsolutions.net DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B EXHIBIT A RIGHT OF WAY SCOPE OF SERVICES FOR BARRY ROSE WRF CONSOLIDATION PROJECT DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B BASIC SERVICES: This Scope of Services covers the requirements for the Consultant to furnish qualified personnel to assist the City of Pearland (COP), Texas on right of way related services. Services to be performed shall include, but not be limited to, acquisition, negotiations, preparation of condemnation packages, settlements/closing, and relocation. COP will contract separately with appraisers, title companies, surveyors, environmental engineers, real estate and condemnation attorneys and other professional services as needed. Consultant will utilize the COP standard Acquisition schedule forms and documents. Phase I: Protect Administration 1. Project Kick -Off Meeting 1.1 Attend preliminary kick-off meeting with COP regarding the Project to discuss project. 1.2 Consultants will collect, review and verify existing information as well as other information provided by the COP (and other) such as, but not limited to surveys, public and private utilities, topographical maps, right of way (ROW) acquisition/maps, record drawings, preliminary plans/drawings, other plans/drawings; and be responsible for any such information utilized in connection with services performed. 1.3 Discuss project requirements and delineation of consultant responsibilities. 1.4 Discuss individual parcels and their relations to the project as a whole. 1.5 Provide a project plan of action and schedule to the COP that outlines the scope as discussed. 2. Communication 2.1 Maintain current status reports of all parcel and project activities and provide monthly or as requested by COP. 2.2 Provide monthly summaries of project expenses including amounts authorized, amounts paid and budget forecasting or less frequent as required by COP. 2.3 Attend monthly progress meetings to discuss progress, schedule, problems and resolutions or as requested by COP. CITY OF PEARLAND D-2 Revised 8/22/07 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 3. File Management 3.1 Create individual parcel files per COP standards. 3.2 Maintain copies of all correspondence and contacts with property owners. 3.3 Prepare invoices utilizing the COP standard payment submission forms with supporting documentation. 3.4 Maintain records of all payments, amount, and date paid. 3.5 Furnish individual parcel files to COP in hard file and PDF format. Phase II: Land Acquisition 4. Title services 4.1 Review preliminary title commitment or preliminary title search. Cost to preliminary title will be paid by COP and will not be provided in the scope of work. 4.2 Analyze preliminary title report to determine potential title problems, propose methods to cure title deficiencies. 5. Negotiations 5.1 Review all appraisal reports for each parcel to determine consistency of values, supporting documentation related to the conclusion reached. 5.2 Initial contact in the form of an informational letter to each landowner describing the project and its impact upon the landowner's property. 5.3 Follow up on initial contact with a phone call to schedule a face-to-face meeting with the landowner. 5.4 Prepare the initial offer letter, instruments of conveyance and any other documents required or requested by COP on applicable COP forms. 5.5 Meet in person and negotiate in "Good Faith" with the landowner to work out and obtain in an agreement and compensation that is beneficial to the owner and the COP. 5.6 Present the written offer in person where practical, and deliver appraisal report. 5.7 Maintain follow up contacts and secure the necessary instrument upon acceptance of the offer for closing 5.8 Respond to property owner inquiries verbally and in writing in a timely fashion. 5.9 Prepare a negotiator contact report for each parcel per contact. 5.10 Advise property owner on the Administrative Settlement process. Transmit to COP any written counter offer form property owners including supporting documentation, along with a recommendation from provider. CITY OF PEARLAND D-3 Revised 8/22/07 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 5.11 When "Good Faith" negotiations fail after at least two face- to-face meetings and reasonable effort and correspondence with the landowner, the consultant will provide evidence of negotiations and correspondence and meet with the COP to discuss further action. 5.12 When the prescribed date for an administrative offer passes without response from the landowner the consultant will prepare a condemnation file according to the COP direction and in conjunction with the City Attorney's request. 5.13 Prepare final offer letter, documents of conveyance as necessary. 5.14 Perform those duties required to secure agreements to allow the project to commence forward. 5.15 Perform those duties required to coordinate the relocation of persons, families, businesses, farm or nonprofit organizations affected by the COP property acquisition. Phase III: Closing 6. Closing Services - Settlement 6.1 Title services, title insurance commitments, policies, closing and escrow services and update title commitments will be provided by the Title Company selected by the COP. 6.2 Attend closing as needed and provide closing services to support the Title Company. 6.3 Record all original instruments, when applicable, immediately after closing at the respective County Clerk's Office, except for donations which be forwarded to COP for acceptance prior to closing. 6.4 Coordinate with Title Company to secure all documents to transfer clear title to the COP. 6.5 Prepare TREC promulgated Unimproved Property Contract, if required by the Title Company. 6.6 Furnish recording information and copies of recorded documents to COP. 6.7 Assist the property owner in curing the title in order to complete the transaction. CITY OF PEARLAND D-4 Revised 8/22/07 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 7. Closing Services - Condemnation 7.1 Maintain a copy of the condemned parcel. In an event of a judgment/award, consultant shall coordinate with City's right of way coordinator to obtain copies of all executed post hearing documents for the condemned parcel. (award, JAO, deposit letter) 7.2 If a settlement is agreed upon by both parties prior to condemnation, consultant shall coordinate with the City's Attorney to complete all necessary procedures to close the file. 7.3 Provide all closed parcel files including condemned parcels to COP. 8. Additional Services 8.1 Any changes to any parcel, including but not limited to, plan changes, splits of the parcel, re -appraisal, plat changes, survey changes, or other changes will be billed at an hourly rate not to exceed per parcel amount. CITY OF PEARLAND D-5 Revised 8/22/07 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B w) G THE WILSON SURVEY GROUP, INC. PROFESSIONAL LAND SURVEYORS January 10, 2023 Freese and Nichols, Inc. 11200 Broadway Street Offices West, Suite 2320 Pearland, Texas 77584 Attn: Mr. Jared Barber, P.E. Via email: Jared.Barber@freese.com RE: City of Pearland Barry Rose WWTP Consolidation Project Mr. Barber, This letter is our proposal to provide surveying and mapping services in connection with the City of Pearland Barry Rose Wastewater Treatment Plant (WWTP) Consolidation Project in Brazoria and Harris Counties, Texas. The project extends between the Barry Rose WWTP and the Longwood WWTP in Pearland, Texas for approximately 3.8-miles. The actual alignment of the centerline of the project will be provided by Freese -Nichols. Based on the information you provided and our discussions, The Wilson Survey Group (WSG) proposes the following: Force Main Alignment and Topographic Survey 1. Field survey work will commence after the City of Pearland obtains Right -of -Entry from the landowners along the proposed route. 2. WSG will Contact BDD4 and HCFCD to provide any mapping that shows their right-of- ways and easements (if any) along the portions of the route along Clear Creek. 3. WSG will obtain copies of all recorded subdivision plats along the route. 4. WSG will obtain copies of deeds to land that will be affected by proposed alignment by researching the deed records in the County Clerk's Offices in Brazoria and Harris Counties. 5. Prepare an Ownership Map consolidating all of the deed information gathered above. 6. Establish Temporary Benchmarks (TBMs) along the proposed route based on City of Pearland Monumentation. 7. Utilizing the Ownership Map, recover sufficient property corner monumentation to re- establish property lines along the proposed route. 8. Mark the location of the centerline of the proposed route utilizing the alignment provided by Freese -Nichols. 9. Establish elevations at 100-foot intervals and at all breaks in grade along the centerline and along lines located 10-feet on either side of the centerline. 2006 E. Broadway • Suite 103 • Pearland. Texas 77581 Ph (281) 485-3991 TBPELS No. 10014900 E-mail_ mwilson@wiisonsurvey.com DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 10. Obtain cross section elevations of Clear Creek 100-feet upstream and 100-feet downstream of the locations crossing the creek. 11. Locate all visible improvements within the proposed route, including, but not limited to pavement, power poles, overhead electric lines, fences, structures, etc. 12. Contact Texas One Call to have all private underground utilities marked that cross or are within the project limits. 13. Locate all marked utility fine pin flags and paint marks. 14. Consult with the City of Pearland to determine the location of any waterlines, sanitary sewer lines and storm sewer lines that cross or are within the project limits. 15. Horizontally and vertically locate upstream and downstream sanitary and storm sewer manholes and flowlines on lines crossing the project route. 16. Prepare a continuous drawing showing the topographic survey information overlaid onto the Ownership Map using Autodesk Civil 3D 2021. The cost to provide the outlined services will be $65,000.00. Easements 1. Based on the Final Design of the Force Main to be furnished by Freese -Nichols and utilizing the previously prepared Ownership Map, WSG will calculate a maximum of twenty-one (21) Permanent Easements needed for the affected tracts and a maximum of ten (10) Temporary Construction Easements. 2_ Each easement will be described by a Metes and Bounds Description, shown on an attached Exhibit Map and will have the corners marked with 5/8-inch iron rods with survey caps or other suitable monumentation. 3. Based on information to be furnished by Freese -Nichols, WSG will prepare a maximum of two (2) electric easements at the Barry Rose WWTP site and a maximum of one (1) electric easement at the Longwood WVVrP site. These easements will be prepared in accordance with CenterPoint Energy's requirements. 4. A signed and sealed hardcopy and a .pdf file will be provided of the Metes and Bounds Description and the Exhibit Map for all easements. The cost to provide the outlined services will be $152,500.00. Barry Rose WWTP Boundary and Topographic Surveys Boundary and Improvement Survey of the approximate 19-acre tract on the north and west sides of the existing Barry Rose Wastewater Treatment Plant (Subject Tract)• WSG will prepare a Boundary and Improvement Survey on the Subject Tract. The survey will substantially comply with the Texas Society of Professional Surveyors' Manual of Practice for a Category 1 B, Condition II Survey. WSG will obtain copies of the current ownership deed(s) for the Subject Tract and for the adjoining tracts of land. WSG will find and mark the existing property corners on the Subject Tract, meander the banks of Clear Creek and will set 5/8-inch iron rods or other suitable material at ail missing property comers. WSG will locate all visible improvements on the tract, including, but not limited to structures, roads, fences, pipeline markers, power poles, etc. There is no provision in this proposal to tone, probe or excavate pipelines or utilities to determine their location. We understand that a current title commitment and copies of all easement documents will not be provided to WSG for the Subject Tract. There is no provision in this proposal to research easements. 2 DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 1. WSG will prepare a Boundary and Improvement Survey Plat showing the boundary lines, improvements, encroachments, and easements (if provided by others). We will prepare a Metes and Bounds Description for the perimeter of the tract. Two (2) signed and sealed copies of the survey plat and the description will be provided. We will provide .dwg and .pdf files for the survey plat and .pdf and .doc files for the metes and bounds description if requested. Topographic Survey of the approximate 19-acre tract on the north and west sides of the existing Barry Rose Wastewater Treatment Plant (Subject Tract). Project Area will extend to the adjacent portions of the centerline of the northbound lanes of Pearland Parkway, the centerline of the westbound lanes of Barry Rose Road and to the centerline of Clear Creek. 1. Establish a minimum of three (3) temporary benchmarks (TBM's) at the site based on the current City of Pearland Monumentation. 2. Using the current FEMA Federal Insurance Rate Map (FIRM) determine the Base Flood Elevation for the tract. 3. Establish elevations on a 100-foot grid and at all breaks in grade within the Project Area. 4. Horizontally locate all structures, pavement, manholes, pipeline markers, signs, power poles, fences and other visible improvements within the Project Area. 5. Determine the pipe size, flowline elevation and rim elevation of all manholes, culverts and inlets within the Project Area. 6. Contact Texas811 to have all private underground utilities marked. 7. Horizontally locate all indications of underground utilities marked by Texas811_ NOTE: There is no cost in this proposal to probe, tone or excavate underground utilities for location or depth verification. 8. Prepare a topographic survey drawing showing the results of the field survey. WSG will incorporate and show the survey prepared by Stantec on a portion of the Barry Rose WWTP if the .dwg files are provided. 9. Calculate and show contour lines at 0.5-foot intervals. Show the Base Flood Elevation contour line. 10. Provide the .dwg file of the topographic survey. The survey drawing will be prepared using AutoCAD Civil 3D 2021. The cost to provide the outlined services will be $23,500.00. Longwood WWTP Topographic Survey Topographic Survey of the approximate 3-acre Longwood Wastewater Treatment Plant (Subject Tract). Project Area will extend to the adjacent portions of the back of curb of the eastbound lanes of Dixie Farm Road and to the centerline of Clear Creek. 1. Establish a minimum of two (2) temporary benchmarks (TBM's) at the site based on the current City of Pearland Monumentation. 2. Using the current FEMA Federal Insurance Rate Map (FIRM) determine the Base Flood Elevation for the tract. 3. Establish elevations on a 100-foot grid and at all breaks in grade within the Project Area. 4. Horizontally locate all structures, pavement, manholes, pipeline markers, signs, power poles, fences and other visible improvements within the Project Area. 5_ Determine the pipe size, flowline elevation and rim elevation of all manholes, culverts and inlets within the Project Area. 6. Contact Texas811 to have al) private underground utilities marked. DocuSign Envelope ID: 5FE3071B-994A-427F-B65E-FE26C1A59A5B 7. Horizontally locate all indications of underground utilities marked by Texas811. NOTE: There is no cost in this proposal to probe, tone or excavate underground utilities for location or depth verification. 8. Prepare a topographic survey drawing showing the results of the field survey. WSG will incorporate and show the survey prepared by Stantec on a portion of the Barry Rose WWTP if the .dwg files are provided. 9. Calculate and show contour lines at 0.5-foot intervals. Show the Base Flood Elevation contour line. 10. Provide the .dwg file of the topographic survey. The survey drawing will be prepared using AutoCAD Civil 3D 2021. The cost to provide the outlined services will be $14,000.00. Mr. Barber, we appreciate the opportunity to submit this proposal and look forward to working with you on this project. We understand that a fully executed Subcontractor's Agreement will serve as our notice to proceed. Please feel free to call or email me if you have any questions or if we can be of further service. Bet 'regards, `'&1 Michael D. Wilson, R,P,L.S. President 4