Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 59969
CSC No. 59969 CITY OF FORT WORTH, TEXAS STANDARD AGREEMENT FOR ENGINEERING RELATED PROFESSIONAL SERVICES This AGREEMENT is between the City of Fort Worth, a Texas home -rule municipality ("CITY"), and Kimley-Horn and Associates, Inc. authorized to do business in Texas, ("ENGINEER"), for a PROJECT generally described as: NASJRB Water and Sewer Main Replacement — Project No. 104344. Article I Scope of Services The Scope of Services is set forth in Attachment A. Negotiated changes to this Agreement, if any, are included in Attachment C. Article II Compensation The ENGINEER's compensation shall be in the amount up to $1,992,700.00 as set forth in Attachment B. Payment shall be considered full compensation for all labor (including all benefits, overhead and markups), materials, supplies, and equipment necessary to complete the Services. Engineer shall provide monthly invoices to City. The Engineer shall provide the City sufficient documentation, including but not limited to meeting the requirements set forth in Attachment D to this AGREEMENT, to reasonably substantiate the invoices. Payments for services rendered shall be made in accordance with the Texas Prompt Payment Act (Texas Government Code Ch. 2251). Acceptance by Engineer of said payment shall release City from all claims or liabilities under this Agreement for anything related to, performed, or furnished in connection with the Services for which payment is made, including any act or omission of City in connection with such Services. Article III Term Time is of the essence. Unless otherwise terminated pursuant to Article VI. D. herein, this Agreement shall be for a term beginning upon the effective date, as described below, and shall continue until the expiration of the funds or completion of the subject matter contemplated herein pursuant to the schedule, whichever occurs first. Unless specifically otherwise amended, the original term shall not exceed five years from the original effective date. City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services Revised Date: November 23, 2021 Page 1 of 15 NASJRB W&S Main Repl. 104344 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Article IV Obligations of the Engineer A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The ENGINEER shall perform its services: (1) with the professional skill and care ordinarily provided by competent engineers practicing under the same or similar circumstances and professional license; and (2) as expeditiously as is prudent considering the ordinary professional skill and care of a competent engineer. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 2 of 15 D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible mylar sheets and electronic files in .pdf format, or as otherwise approved by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT described herein. E. Engineer's Personnel at Construction Site (1) The presence or duties of the ENGINEER's personnel at a construction site, whether as on -site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the contract documents and any health or safety precautions required by such construction work. The ENGINEER and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. (2) Except to the extent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, when completed, will be in accordance with the contract documents, nor shall anything in the contract documents or this AGREEMENT between CITY and ENGINEER be construed as requiring ENGINEER to make exhaustive or continuous on -site inspections to discover latent defects in the work or otherwise check the quality or quantity of the work on the PROJECT. If the ENGINEER makes on -site observation(s) of a deviation from the contract documents, the ENGINEER shall inform the CITY. (3) When professional certification of performance or characteristics of materials, systems or equipment is reasonably required to perform the services set forth in the Scope of Services, the ENGINEER shall be entitled to rely upon such certification to establish materials, systems or equipment and performance criteria to be required in the contract documents. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 3 of 15 F. Opinions of Probable Cost, Financial Considerations, and Schedules (1) The ENGINEER shall provide opinions of probable costs based on the current available information at the time of preparation, in accordance with Attachment A. (2) In providing opinions of cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, the ENGINEER has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market conditions; time or quality of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the contract documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances, or that there are no other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information compiled and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 4 of 15 I. Business Equity Participation City has goals for the full and equitable participation of minority business and/or women business enterprises in City contracts greater than $100,000. In accordance with the City's Business Equity Ordinance No. 25165-10-2021 (replacing Ordinance No. 24534-11-2020, as codified in Chapter 20, Article X of the City's Code of Ordinances, as amended, and any relevant policy or guidance documents), the City has goals for the full and equitable participation of minority business and/or women business enterprises in City contracts greater than $100,000. Engineer acknowledges the MBE and WBE goals established for this contract and its execution of this Agreement is Engineer's written commitment to meet the prescribed MBE and WBE participation goals. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this Agreement and debarment from participating in City contracts for a period of time of not less than three (3) years. J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of five (5) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of five (5) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3) hereof. CITY shall give subconsultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to reproduce such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of hard copies at the rate published in the Texas Administrative Code in City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 5 of 15 effect as of the time copying is performed. K. INSURANCE Engineer shall not commence work under this Agreement until it has obtained all insurance required under Attachment F and City has approved such insurance. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. The doctrine of respondent superior shall not apply. M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the CITY may request the ENGINEER to assist in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. O. Permitting Authorities - Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the permitting authorities' published design criteria and/or practice standards criteria which are published after the date of this Agreement which the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 6 of 15 P. Schedule ENGINEER shall manage the PROJECT in accordance with the schedule developed per Attachment D to this AGREEMENT. Article V Obligations of the City A. City -Furnished Data ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's performance of its services. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights -of -way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule prepared in accordance with Attachment D. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 7 of 15 F. Asbestos or Hazardous Substances Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. G. Contractor Indemnification The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at the construction site, and provisions providing for contractor indemnification of the CITY and the ENGINEER for contractor's negligence. H. Contractor Claims and Third -Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third -party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third -party beneficiary rights under this Agreement. (4) Nothing contained in this Section H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 8 of 15 I. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. J. Changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The CITY shall own the final designs, drawings, specifications and documents. C. Force Majeure CITY and ENGINEER shall exercise their best efforts to meet their respective duties and obligations as set forth in this Agreement, but shall not be held liable for any delay or omission in performance due to force majeure or other causes beyond their reasonable control, including, but not limited to: acts of the public enemy, fires, strikes, lockouts, natural disasters, epidemics/pandemics, wars, riots, material or labor restrictions by any governmental authority and/or any other similar causes. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 9 of 15 D. Termination (1) This AGREEMENT may be terminated a.) by the City for its convenience upon 30 days' written notice to ENGINEER. b.) by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and the nonperforming party does not commence correction of such nonperformance within 5 days' written notice or thereafter fails to diligently complete the correction. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a.) Reasonable cost of reproduction or electronic storage of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b.) The reasonable time requirements for the ENGINEER'S personnel to document the work underway at the time of the CITY'S termination for convenience so that the work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all projected termination expenses. The CITY'S approval shall be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. F. Indemnification The ENGINEER shall indemnify or hold harmless the CITY against liability for any damage committed by the ENGINEER or ENGINEER's agent, consultant under contract, or another entity over which the ENGINEER exercises control to the extent that the damage is caused by or resulting from an act of negligence, intentional tort, intellectual City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 10 of 15 property infringement, or failure to pay a subcontractor or supplier. CITY is entitled to recover its reasonable attorney's fees in proportion to the ENGINEER's liability. G. Assignment ENGINEER shall not assign all or any part of this AGREEMENT without the prior written consent of CITY. H. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. I. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision, and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.F., VI.H., and VI.I. shall survive termination of this AGREEMENT for any cause. J. Observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances and regulations which in any way affect this AGREEMENT and the work hereunder, and shall observe and comply with all orders, laws ordinances and regulations which may exist or may be enacted later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its officers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. K. Contract Construction/No Waiver The parties acknowledge that each Party and, if it so chooses, its counsel, have reviewed and revised Agreement and that the normal rule of contract construction, to the effect that any ambiguities are to be resolved against the drafting party, must not be employed in the interpretation of Agreement or any amendments or exhibits hereto. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 11 of 15 The failure of CITY or ENGINEER to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of CITY's or ENGINEER's respective right to insist upon appropriate performance or to assert any such right on any future occasion. L. Immigration Nationality Act ENGINEER shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (1-9). Upon request by CITY, ENGINEER shall provide CITY with copies of all 1-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. ENGINEER shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any ENGINEER employee who is not legally eligible to perform such services. ENGINEER SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY ENGINEER, ENGINEER'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. CITY, upon written notice to ENGINEER, shall have the right to immediately terminate this Agreement for violations of this provision by ENGINEER. M. Prohibition On Contracts With Companies Boycotting Israel ENGINEER unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if ENGINEER has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, ENGINEER certifies that ENGINEER'S signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, ENGINEER: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. N. Prohibition on Boycotting Energy Companies ENGINEER acknowledges that in accordance with Chapter 2274 of the City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 12 of 15 Texas Government Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), the CITY is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full- time employees) unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, ENGINEER certifies that ENGINEER's signature provides written verification to the CITY that ENGINEER: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. O. Prohibition on Discrimination Against Firearm and Ammunition Industries ENGINEER acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the CITY is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, ENGINEER certifies that ENGINEER's signature provides written verification to the CITY that ENGINEER: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, which supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. This AGREEMENT may be executed in one or more counterparts and each counterpart shall, for all purposes, be deemed an original, but all such counterparts shall together constitute but one and the same instrument. City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 13 of 15 The following attachments and schedules are hereby made a part of this AGREEMENT: Attachment A - Scope of Services Attachment B - Compensation Attachment C - Amendments to Standard Agreement for Engineering Services Attachment D - Project Schedule Attachment E - Location Map Attachment F — Insurance Requirements City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 14 of 15 Duly executed by each party's designated representative to be effective on the date subscribed by the City's designated Assistant City Manager. BY: CITY OF FORT WORTH a �� Dana Burghdoff (Aug 2023 4 CDT) Dana Burghdoff Assistant City Manager Date: Aug 23, 2023 ATTEST: on 4Q n�P 11 /J C�l �O......... �b d Jannette S. Goodall a°an nEXa544 City Secretary APPROVAL RECOMMENDED: By:Christopher Harder (Aug 18. 202316:12 CDT) Chris Harder, P. E. Director, Water Department APPROVED AS TO FORM AND LEGALITY p I By:DBlack (Aug 23, 2023 09:38 CDT) Douglas W Black Sr. Assistant City Attorney Contract Compliance Manager: BY: ENGINEER Kimley-Horn and Associates, Inc. _ 4. , P �. John Atkins, P. E. Vice President Date: 8/18/2023 Form 1295 No. 2023-1002503 M&C No.: 23-0656 M&C Date: 08/08/2023 By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. TO It id, 0 /0 iol 4D'1' Oren Oropeza OFFICIAL RECORD Project Manager CITY SECRETARY FT. WORTH, TX City of Fort Worth, Texas NASJRB W&S Main Repl. Standard Agreement for Engineering Related Design Services 104344 Revised Date: November 23, 2021 Page 15 of 16 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 ATTACHMENT A Scope for Engineering Design Related Services for Water and/or Sanitary Sewer Improvements DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 The scope set forth herein defines the work to be performed by the ENGINEER in completing the project. Both the CITY and ENGINEER have attempted to clearly define the work to be performed and address the needs of the Project. OBJECTIVES Replacement of approximately 26,600 linear feet of 24-inch, 16-inch and 12-inch water line and 22,000 linear feet of 36-inch, 30-inch and 24-inch sanitary sewer rehabilitation and replacement on Lockheed Blvd., Warehouse St., Military Pkwy., Pumphrey Dr., White Settlement Rd., St. Johns Ln., and SH-183 to serve the Naval Air Station Joint Reserve Base (NASJRB). The project also includes the following: Bore under the Trinity River for approximately 400 linear feet of 24-inch water line • Four (4) bores under NASJRB Runway and Taxiway for approximately 1,200 linear feet of 24-inch water line • Two (2) bores under NASJRB Runway and Taxiway for approximately 600 linear feet of 24-inch water line WORK TO BE PERFORMED Task 1. Design Management Task 2. Conceptual Design Task 3. Preliminary Design Task 4. Final Design Task 5. Bid Phase Services Task 6. Construction Phase Services Task 7. ROW/Easement Services Task 8. Survey and Subsurface Utility Engineering Services Task 9. Permits TASK 1. DESIGN MANAGEMENT. ENGINEER shall ensure efficient and effective use of ENGINEER's and CITY's time and resources. ENGINEER shall manage change, City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 1 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 ■ communicate effectively, ■ coordinate internally and externally as needed, and ■ proactively address issues with the CITY's Project Manager and others as necessary to make progress on the work. 1.1. Managing the Team • Lead, manage and direct design team activities • Ensure quality control is practiced in performance of the work • Communicate internally among team members • Task and allocate team resources 1.2. Communications and Reporting • Attend a pre -design project kickoff/chartering meeting with CITY staff to confirm and clarify scope, understand CITY objectives, and ensure economical and functional designs that meet CITY requirements • Conduct review meetings with the CITY at the end of each design phase • Prepare invoices and submit monthly in the format requested by the CITY. • Prepare and submit monthly progress reports in the format provided by the Water Department. • Prepare and submit baseline Project Schedule initially, and Project Schedule updates with a schedule narrative monthly, as required in Attachment D to this Standard Agreement and according to the City of Fort Worth's Schedule Guidance Document. • Complete Monthly M/WBE Report Form and Final Summary Payment Report Form at the end of the project • Coordinate with other agencies and entities as necessary for the design of the proposed infrastructure, and provide and obtain information needed to prepare the design • With respect to coordination with permitting authorities, ENGINEER shall communicate with permitting authorities such that their regulatory requirements are appropriately reflected in the designs. ENGINEER shall work with regulatory authorities to obtain approval of the designs, and make changes necessary to meet their requirements, as part of the design scope. • Personnel and Vehicle Identification: When conducting site visits to the project location, the ENGINEER or any of its sub -consultants shall carry readily visible information identifying the name of the company and the company representative. ASSUMPTIONS • Twenty -Four (24) MWBE reports will be prepared City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 2 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 • Twenty -Four (24) meetings with city staff • Twenty -Four (24) monthly invoices • Twenty -Four (24) monthly water department progress reports will be prepared • Twenty -Four (24) monthly project schedule updates will be prepared DELIVERABLES A. Meeting summaries with action items B. Monthly invoices C. Monthly progress reports D. Baseline design schedule E. Monthly schedule updates with schedule narrative describing any current or anticipated schedule changes F. Monthly M/WBE Report Form and Final Summary Payment Report Form TASK 2. CONCEPTUAL DESIGN (30 PERCENT). The Conceptual Design shall be submitted to CITY per the approved Project Schedule. The purpose of the conceptual design is for the ENGINEER to ■ Study the project, ■ Identify and develop alternatives that enhance the system, ■ Present (through the defined deliverables) these alternatives to the CITY ■ Recommend the alternatives that successfully addresses the design problem, and ■ Obtain the CITY's endorsement of this concept. ENGINEER will develop the conceptual design of the infrastructure as follows. 2.1. Data Collection • In addition to data obtained from the CITY, ENGINEER will research proposed improvements in conjunction with any other planned future improvements that may influence the project. • The ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including but not limited to; utilities, agencies (TxDOT and railroads), City Master Plans, and property ownership as available from the Tax Assessor's office. • The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 3 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 • The ENGINEER shall visit the project site and obtain the meter numbers and sizes on all existing meters to be replaced on the project and shall identify existing sample stations and fire line locations. • The ENGINEER will coordinate with the NASJRB and Lockheed Martin to obtain data for the existing infrastructure within the NASJRB property. 2.2 Sanitary Sewer Rehabilitation and Alignment Alternatives • The CITY will provide the existing average dry weather, existing peak wet weather, and master plan design flows for M-199. • The CITY will provide ICAP CCTV videos and logs for M-199. • The ENGINEER will evaluate the ICAP data and determine the feasibility of up to one (1) alternative and limits for each segment based on the condition and location of the main. • The ENGINEER with prepare a technical memo for the rehabilitation segments of the existing M-199 sanitary sewer main. The ENGINEER will evaluate up to one (1) alignment for the parallel main. The following items will be considered: o Probable construction cost o Surface restoration o Age and condition of existing sanitary sewer mains o Coordination/Permitting o Accessibility for maintenance o Obstructions (non -utility) o Conflicts with other utilities o Constructability and construction type o Business/Neighborhood disruption o Schedule o Working Space Analysis/Easements o Bypass Pumping 2.3 Water Line Replacements and Alignment Alternatives • The ENGINEER shall coordinate with NASJRB and Federal Medical Center Carswell, federal prison, to determine points of connection to the existing water and sewer facilities. All existing services shall remain active and be reconnected to proposed improvements. • The ENGINEER with prepare a technical memo for the replacements for the existing water lines. The ENGINEER will evaluate up to one (1) alignment for the replacements. The following items will be considered: City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 4 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 o Probable construction cost o Surface restoration o Coordination/Permitting o Accessibility for maintenance o Obstructions (non -utility) o Conflicts with other utilities o Constructability and construction type o Business/Neighborhood disruption o Schedule o Working Space Analysis/Easements 2.4. The NASJRB Water and Sewer Main Conceptual Design Package shall include the following: • Cover sheet • Graphic exhibits (aerial at scale of 1" = 50') for the proposed water and sanitary sewer lines. • Identification of potential access routes and easement requirements. • Proposed phasing of any water and sanitary sewer work that is included in this project documented in both the project schedule and narrative form. • Documentation of key design decisions. • Estimates of probable construction cost. ASSUMPTIONS • 4 copies of the conceptual design package (30% design) will be delivered. Report shall be letter sized and comb- bound with a clear plastic cover. Drawings will be 11x17 size fold outs bound in the report • DWF files created from design CAD drawings will be uploaded to the designated project folder in BIM360 • ENGINEER shall prepare the meeting minutes of the Concept Review meeting and revise the report, if needed. • ENGINEER shall not proceed with Preliminary Design activities without obtaining written approval by the CITY of the Conceptual Design Package. DELIVERABLES A. Conceptual Design Package City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 5 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 TASK 3. PRELIMINARY DESIGN (60 PERCENT). Preliminary plans and specifications shall be submitted to CITY per the approved Project Schedule. ENGINEER will develop the preliminary design of the infrastructure as follows. 3.1. Development of Preliminary Design Drawings and Specifications shall include the following: • Cover Sheet A Proiect Control Sheet, showing all Control Points, used or set while gathering data. Generally on a scale of not less than 1:400. The following information shall be indicated for each Control Point: Identified (existing City Monument #8901, PK Nail, 5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only; descriptive location (i.e. set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). • Overall project easement layout sheet(s) with property owner information. Overall proiect water and/or sanitary sewer lavout sheets. The water layout sheet shall identify the proposed water main improvement/ existing water mains in the vicinity and all water appurtenances along with pressure plane boundaries, water tanks, pump stations, valves, and fire hydrants. The sewer layout sheet shall identify the proposed sewer main improvement/existing sewer mains and all sewer appurtenances in the vicinity. • Overall water and/or sanitary sewer abandonment sheet. • Coordinates on all P.C.'s, P.T.'s, P.I.'s, manholes, valves, mainline fittings, etc., in the same coordinate system as the Control Points. • Bench marks per 1,000 ft of plan/profile sheet — two or more. • Bearings given on all proposed centerlines, or baselines. • Station eauations relating utilities to paving, when appropriate. • Plan and profile sheets which show the following: proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes, existing meter numbers and sizes that are to be replaced, existing sample locations, existing fire line locations, existing utilities and utility easements, and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. • The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 6 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 including replacement of existing service lines within City right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish the ENGINEER with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the ENGINEER will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the ENGINEER shall delay the design of the sewer service line until after a Quality Level A Subsurface Utility Engineering (SUE investigation has been performed). The Level A SUE will be performed; (1) by the ENGINEER if included in the fee proposal; or (2) by the CITY prior to bidding if the CITY determines that it is needed for satisfactory completion of the design; or (3) by the Contractor after the project has been bid, by means of a bid item to that effect. In all options, the ENGINEER shall propose appropriate de - hole locations in the project and collect flow line elevation and other applicable information of the sewer service line. The ENGINEER shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. • Provide map showing location of new manhole construction at the end of existing sewer segments, 90 degree bends, or tee connections. Site survey or specific design plans for manhole construction is not included as part of the scope. The contract documents shall specify that it is the Contractor's responsibility to coordinate utility location, etc. manhole construction. • The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-section of the CITY's specifications. These may included connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless details, and special service lateral reconnections. 3.2. Geotechnical Investigation • Perform a geotechnical analysis of the boring site utilizing a qualified geotechnical laboratory to determine subsurface conditions. Provide recommendations regarding foundation design parameters. The geotechnical analysis will include the following: o Subsurface exploration ■ Two (2) bores up to 100-ft deep ■ Six (6) bores up to 30-ft deep ■ Five (5) bores up to 20-ft deep City of Fort Worth. Texas Attachment A PMO Release Date: 08.1.2014 Page 7 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 ■ Tow (2) piezometers o Laboratory tests for classification purposes and strength characteristics ■ Moisture content and soil identification ■ Percent passing #200 sieve ■ Liquid and plastic limit determinations ■ Unconfined compression tests on soil ■ Unconfined compression tests on rock ■ Unit weight determinations ■ Absorption pressure and/or one -point pressure swell tests o The geotechnical report will present the results of the field and laboratory data as well as analyses and recommendations. The data contained in the geotechnical report will be made available to contractors during the bidding process for information purposes. The report will address: ■ General soil and ground water conditions ■ Comments on general soil and rock excavation ■ Earthwork and Trench recommendations ■ Lateral Earth Pressure for Blocking 3.3 By Other than Open Cut Installation • Prepare trenchless alignments which include entry and exit locations, equipment layout, and other site constraints for the following trenchless crossings: o One (1) 24-inch water line by horizontal directional drilling (HDD) crossing of the Trinity River. o Four (4) 16-inch water line by other than open cut installations of NASJRB runway and taxiway o Two (2) 36-inch sanitary sewer line by other than open cut installations of the NASJRB runway and taxiway 3.4 Special Structural Design: • Develop Design (60 percent) calculations, drawings, specifications, for the following special structures: o One (1) Aerial Crossing o Four (4) Junction Structures 3.5. Cathodic Protection Study • Cathodic Protection Design — ENGINEER's subconsultant will provide Cathodic Protection Design Services for three (3) pipe material alternatives, ductile iron, City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 8 of 20 ATTACHMENT DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 steel, and bar -wrapped concrete steel cylinder pipe, along the water line alignment. Tasks will include Field Survey, Data Analysis and Lab Work, and Design Recommendations. A report will be prepared that documents test data, analysis, and an opinion of probable construction cost for cathodic protection and interference control systems. 3.6. Golf Course Restoration Plans The ENGINEER will prepare site grading and layout plans illustrating the proposed grades and layout of proposed golf course surface restoration, to re- establish the existing golf course areas impacted by the proposed sewer line trenching and construction activities. These plans will consist of overall grading plans for the impacted golf course areas and detailed grading plans for the impacted tee box sand bunkers, and greens impacted by construction activities. The plans will consist of 22"x34" plan and profile sheets and include details for subdrainage at the impacted sand bunkers, golf cart path paving details, and green construction details. • This task does not include irrigation design or modifications to the existing irrigation system. 3.7. Constructability Review • Prior to the 60 percent review meeting with the CITY, the ENGINEER shall schedule and attend a project site visit with the CITY Project Manager and Construction personnel to walk the project. The ENGINEER shall summarize the CITY's comments from the field visit and submit this information to the CITY in writing. 3.8. Utility Clearance The ENGINEER will consult with the CITY's Transportation and Public Works Department, Water Department, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities (current and future) that have an impact or influence on the project. ENGINEER will design CITY facilities to avoid or minimize conflicts with existing utilities, and where known and possible consider potential future utilities in designs. • The ENGINEER shall upload individual DWF files for each plan sheet of the approved preliminary plan set to the designated project folder in BIM360 for forwarding to all utility companies which have facilities within the limits of the project. The DWF files should be created directly from the CAD files as opposed to PDF files. 3.9 Opinion of Probable Construction Cost • ENGINEER will update and prepare preliminary opinion of probable construction cost (OPCC) for the proposed water and sewer main improvements. 3.10 Coordination with Impacted Parties City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 9 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJR8 WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 • The ENGINEER shall coordinate during design and host preliminary design meetings with all parties impacted by the NASJRB water and sewer main improvements project. The below parties are included: o City of Fort Worth o NASJRB o River Oaks o White Settlement o Westworth Village o Tarrant Regional Water District (TRWD) ASSUMPTIONS • 2 public meeting(s) will be conducted or attended during the preliminary design phase. • 13 total borings at various bore depths to include the following: two (2) 100- feet, six (6) 30-feet, and five (5) 20-feet depths will be provided. • Three (3) sets of 22 x 34 size plans will be delivered for the Constructability Review. • Three (3) sets of 22 x 34 size plans will be delivered for the Preliminary Design (60% design). • One (1) set of specifications will be delivered for the Preliminary Design (60% design). • DWF files created from design CAD drawings will be uploaded to the designated project folder in BIM360. • The CITY's front end and technical specifications will be used. The ENGINEER shall supplement the technical specifications if needed. • One (1) PDF file of the drawings will be delivered for Utility Clearance. • ENGINEER shall not proceed with Final Design activities without written approval by the CITY of the Preliminary Design plans. DELIVERABLES A. Preliminary Design drawings and specifications B. Cathodic Protection Design Recommendations Report (up to 3 copies) C. Utility Clearance drawings D. Estimates of probable construction cost E. Data Base listing names and addresses of residents and businesses affected by the project. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 10 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS (100 PERCENT). Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as follows: For projects that disturb an area greater than one (1) acre, the Contractor will be responsible for preparing and submitting the Storm Water Pollution Prevention Plan (SWPPP) with appropriate regulatory agencies. The Engineer will prepare the iSWM Construction Plan according to the current CITY iSWM Criteria Manual for Site Development and Construction which will be incorporated into the SWPPP by the contractor. • Draft Final plans (90%) and specifications shall be submitted to CITY per the approved Project Schedule. • Following a 90% construction plan review meeting with the CITY, the ENGINEER shall submit Construction Documents (100%) to the CITY per the approved Project Schedule. Each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas. • The ENGINEER shall submit a final design estimate of probable construction cost with both the 90% and 100% design packages. This estimate shall use ONLY standard CITY bid items. • Traffic Control Plans o Develop a traffic control plan utilizing standard traffic reroute configurations posted as "Typicals" on the CITY's BIM360 website. The typicals need not be sealed individually, if included in the sealed contract documents. o Develop supplemental traffic control drawings as needed for review and approval by the Traffic Division of the Transportation and Public Works Department. These drawings shall be sealed by a professional engineer registered in the State of Texas. ASSUMPTIONS • Three (3) sets of 22 x 34 size drawings and three (3) sets of 11 x 17 size drawings and one (1) specifications will be delivered for the 90% Design package. • Traffic Control "Typicals" will be utilized to the extent possible. It is assumed an additional 12 project specific traffic control sheets will be developed. • A PDF file for the 90% Design will be created from design CAD drawings and will be uploaded to the project folder in BIM360. • Three (3) sets of 22 x 34 size drawings and three (3) specifications will be delivered for the 100% Design package. • A PDF file for the 100% Design will be created from design CAD drawings and will be uploaded to the project folder in BIM360. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 11 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 1043M • Final sheet list: cover, index and general notes, shutdown and phasing notes, control and benchmarks, overall location and proposed sheet reference (water and sanitary sewer) (8), overall existing (water & sanitary sewer) (8), proposed easements (1), line abandonment (8), plan and profiles (sanitary sewer) (11), plan and profiles (water) (6), plan only (water) (11) detail sheets (7), surface repair (9), erosion control (9), and traffic control (6). DELIVERABLES A. 90% construction plans and specifications. B. 100% construction plans and specifications. C. Detailed estimates of probable construction costs including summaries of bid items and quantities using the CITY's standard bid items and format. D. Original cover mylar for the signatures of authorized CITY officials. TASK 5. BID PHASE SERVICES. ENGINEER will support the bid phase of the project as follows. 5.1. Bid Support • The ENGINEER shall upload all plans and contract documents onto BIM360 for access to potential bidders. • Contract documents shall be uploaded in a .xIs file. • Unit Price Proposal documents are to be created utilizing CFW Bidtools only and combined in a specified spreadsheet workbook, Bid Proposal Worksheet Template, and will be populated and configured so that all pages are complete and the Summary Worksheet(s) in the workbook detail and automatically summarize the totals from the inserted Unit Price Proposal document worksheets. • Plan Sets are to be uploaded to BIM360 in two formats, .pdf and .dwf files. The .pdf will consist of one file of the entire plan set. The .dwf will consist of individual files, one for each plan sheet, and will be numbered and named in a manner similar to that of the plan set index. • The ENGINEER shall sell contract documents and maintain a plan holders list on BIM360 from documents sold and from Contractor's uploaded Plan Holder Registrations in BIM360. The ENGINEER will develop and implement procedures for receiving and answering bidders' questions and requests for additional information. The procedures shall include a log of all significant bidders questions and requests and the response thereto. The log shall be housed and maintained in the project's BIM360 folder titled Request for Information. The ENGINEER will provide technical interpretation of the contract bid documents and will prepare proposed responses to all bidders questions and requests, in the form of City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 12 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 addenda. The ENGINEER shall upload all approved addenda onto BIM360 and mail addenda to all plan holders. • Attend the prebid conference in support of the CITY. • Assist the CITY in determining the qualifications and acceptability of prospective contractors, subcontractors, and suppliers. • When substitution prior to award of contracts is allowed in the contract documents, the ENGINEER will advise the CITY as to the acceptability of alternate materials and equipment proposed by bidders. • Attend the bid opening in support of the CITY. • Tabulate and review all bids received for the construction project, assist the CITY in evaluating bids, and recommend award of the contract. A copy of the Bid Tabulation and the CFW Data Spreadsheet created utilizing CFW Bidtools only are to be uploaded into the project's Bid Results folder on BIM360. • Incorporate all addenda into the contract documents and issue conformed sets. 5.2 Final Design Drawings 1) Final Design Drawings shall be submitted in both Adobe Acrobat PDF format (version 6.0 or higher) format and DWF format. There shall be one (1) PDF file and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for the Water plan set. Each PDF and DWF file shall be created from the original CAD drawing files and shall contain all associated sheets of the particular plan set. Sinqular PDF and DWF files for each sheet of a plan set will not be accepted. PDF and DWF files shall conform to naming conventions as follows: I. TPW file name example — "W-1956_org47.pdf" where "W-1956" is the assigned file number obtained from the CITY, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf II. Water and Sewer file name example — "X-35667_org36.pdf" where "X- 35667" is the assigned file number obtained from the CITY, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_org18.pdf Both PDF and DWF files shall be uploaded to the project's Final Drawing folder in BIM360. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 13 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 2) In addition to the PDF and DWF files, the ENGINEER shall submit each plan sheet as an individual DWG file with all reference files integrated into the sheet. If the plans were prepared in DGN format, they shall be converted to DWG prior to uploading. The naming convention to be used for the DWG files shall be as follows: I. TPW files shall use the W number as for PDF and DWF files, but shall include the sheet number in the name — "W-1956—SHT01.dwg", "W- 1956_SHT02.dwg", etc. II. Water and Sewer file names shall use the X number as for PDF and DWF files, but shall include the sheet number in the name — "X- 12155_SHT01.dwg", "X-12755—SHT02.dwg", etc. For information on the proper manner to submit files and to obtain a file number for the project, contact the Department of Transportation and Public Works Vault at telephone number (817) 392-8426. File numbers will not be issued to a project unless the appropriate project numbers and fund codes have been assigned and are in the Department of Transportation and Public Works database. ASSUMPTIONS • The project will be bid only once and awarded to one contractor. • One (1) set of digital construction documents will be made available for plan holders via the City's purchasing website. • Three (3) sets of construction documents will be sold to and made available on BIM360 for plan holders and/or given to plan viewing rooms. • Six (6) sets of 22 x 34 size and six (6) sets of 11 x 17 size drawings plans and six (6) specifications (conformed, if applicable) will be delivered to the CITY. • PDF, DWF and DWG files will be uploaded to BIM360. DELIVERABLES A. Addenda B. Bid tabulations C. CFW Data Spreadsheet D. Recommendation of award E. Construction documents (conformed, if applicable) TASK 6. CONSTRUCTION PHASE SERVICES. Construction Phase Services is not included in this contract. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 14 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 TASK 7. ROW/EASEMENT SERVICES. ENGINEER will support and perform activities related to ROW and land as outlined below, per scoping direction and guidance from the CITY's Project Manager. 7.1. Right -of -Way Research • The ENGINEER shall determine rights -of -way, easements needs for construction of the project. Required temporary and permanent easements will be identified based on available information and recommendations will be made for approval by the CITY. 7.2. Right-of-Way/Easement Preparation and Submittal. • The ENGINEER shall prepare documents to be used to obtain right-of-way and permanent and/or temporary easements required to construct the improvements. • The ENGINEER shall submit the right-of-way and/or easement documents to CITY PM for real property acquisition • The documentation shall be provided in conformance with the checklists and templates available on the CITY's BIM360 site. 7.3. Temporary Right of Entry Preparation and Submittal • Prior to construction, the ENGINEER shall prepare and submit Temporary Right of Entry documents for landowners to CITY PM for real property acquisition. It is assumed that letters will only be required for landowners adjacent to temporary construction easements or who are directly affected by the project and no easement is required to enter their property. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's BIM360 site. ASSUMPTIONS • Up to twenty-five (25) easements or right-of-way documents will be necessary. • Up to thirty-five (35) Temporary right -of -entry documents will be necessary. Right -of -Way research and mapping includes review of property/right-of-way records based on current internet based Tarrant Appraisal District (TAD) information available at the start of the project and available on -ground property information (i.e. iron rods, fences, stakes, etc.). It does not include effort for chain of title research, parent track research, additional research for easements not included in the TAD, right-of-way takings, easement vacations and abandonments, right-of-way vacations, and street closures. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 15 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 A. Easement exhibits and meets and bounds provided on CITY forms. B. Temporary Right of Entry Letters TASK 8. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES. ENGINEER will provide survey support as follows. 8.1. Design Survey • ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, trees (measure caliper, identify overall canopy, and have qualified arborist identify species of trees), and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. • The minimum survey information to be provided on the plans shall include the following: — A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: — The following information about each Control Point; a. Identified (Existing. CITY Monument#8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on CITY Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). — Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. — No less than two horizontal bench marks, per line or location. — Bearings given on all proposed centerlines, or baselines. — Station equations relating utilities to paving, when appropriate. 8.2. Temporary Right of Entry Preparation and Submittal City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 16 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 • Prior to entering property, the ENGINEER shall prepare and submit Temporary Right of Entry for landowners to CITY PM. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's BIM360 site. 8.3 Subsurface Utility Engineering (SUE) • Not included in this contract. ASSUMPTIONS • Topographic survey will extend 30-ft on either side of selected alignments. • Topographic survey at intersections will include no more than 50-ft in each direction. DELIVERABLES A. Copies of field survey data and notes signed and sealed by a licensed surveyor. B. Drawing of the project layout with dimensions and coordinate list. TASK 9. PERMITS 9.1 United States Army Corps of Engineers (USACE) Permitting IZ�byG��I��IZ:��'ftii11a o Prepare 408 permit submittal cover letter. o Archeological Services Conduct a search of the Texas Archeological and Historic Sites Atlas, maintained by the THC and Texas Archeological Research Laboratory (TARL) to identify previously documented archeological sites, cemeteries, historical markers, properties and districts listed on the National Register of Historic Places (NRNP), and State Antiquities Landmarks (SALs). Results of the search will be integrated with soil information, topographic maps, aerial photographs, and other pertinent data into an Agency Coordination letter on behalf of the Trinity Regional Water District and the City of Fort Worth. A recommendation of no additional archeological investigation or archeological monitoring during the bore pit excavation will be made at this level. Much of this area has been previously investigated and numerous impacts have occurred, including the straightening of the Trinity River at this location. However, if either the USACE or THC require the monitoring investigation, ENGINEER will follow the current guidelines as developed by the Council of Texas Archeologists and approved by the THC in April 2020. Archeological monitoring will only be conducted at the proposed bore pits to a depth of no more than 15 feet, as that level is well outside of cultural bearing strata as has been identified in previous City of Fort Worth. Texas Attachment A PMO Release Date: 08.1.2014 Page 17 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 archeological investigations in the same area. As the bore pits are being excavated, ENGINEER will watch for indication of archeological deposits, artifacts, or features that may occur within the bore pits. Photographs and detailed notes will be taken of each monitored bore pit, cultural aspects will be documented as observed. Should additional information be required a small sample of the aspect will be inspected more closely. ■ A report of the findings will be prepared and submitted to the THC and USACE for review and concurrence. Final reports will be submitted once concurrence is received and submitted to THC. Survey shapefiles will be submitted to both THC and TARL for uploading to the Atlas in order to assist future researchers. o Prepare a Waters of the United States (WOTUS) report and up to four (4) aerial exhibits dictating federal floodway boundary, proposed improvements, and WOTUS boundaries. o Preparation of up to six (6) aerial exhibits. o Review, respond and address up to two (2) rounds of USACE/TRWD comments. o Compile correspondence with USACE on hydrologic and hydraulic analysis study for proposed lift station site. o Compile official species list from U.S. Fish and Wildlife Service. o Prepare for and attend up to four (4) meetings with TRWD and USACE. ■ Global Stability and Seepage Analyses o Seepage along the horizontal bore beneath the levee will be evaluated for 3 possible sources. ■ Tail water flow thru existing trenches at each end of the alignment. ■ Horizontal seepage from the river thru porous and seams that may exist within anticipated surficial layers of clay and sandy clay. ■ Upward water mitigation from an anticipated pressurized granular aquifer soil beneath anticipated surficial layers of clay and sandy clay. o The seepage and slope stability analyses will consist of field and laboratory investigations, engineering analysis, and will be included in the geotechnical report prepared by a Registered Professional Engineer. o To perform the analyses, the scope of work will consist of the following: ■ Install two (2) monitoring wells. ■ Perform deep boring and install a monitoring well at the topo the existing levee. ■ Install shallow monitoring wells on the downstream and upstream of the levee for seepage analyses. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 18 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 ■ Perform Laboratory Testing. ■ Seepage analyses with Seep/W. ■ Slope Stability Analyses with Slope/W ■ Evaluate the impact on the levee and the horizontal utility line bore caused by possible seepage thru the annular space around the new utility line. o Results of field and laboratory work will be presented in an engineering report. The report will include recommendations to guide design and construction of the foundations and will include the following: ■ Recommendations for trenchless installation operation. ■ Water level reading records of the monitoring well. ■ Seepage analyses with Seep/W. ■ Sloe stability analyses with Slope/W 9.2 Texas Department of Transportation (TxDOT) Permit • Texas Department of Transportation (TxDOT) Permitting • ENGINEER will prepare and coordinate submittal of one utility permit applications for the Grace St. water line replacement crossing E. Belknap Street (US 377) and one utility permit application for the Riverside water line replacement with in 1-30 right-of-way in accordance with TxDOT requirements. • CITY will file permit using TxDOT's online permitting process, utilizing plans prepared by the ENGINEER. • ENGINEER will include executed permits in contract documents for bidding. 9.3 Gas/Petroleum Line Permitting • ENGINEER will coordinate with up to five (5) gas/petroleum entities for crossing permit applications • ENGINEER will file permit on behalf of the CITY. • ENGINEER will include executed permit(s) in contract documents for bidding. 9.4 TRWD Coordination • ENGINEER will coordinate with TRWD concerning the project being within TRWD property, adjacent to the Trinity River Vision project, and impacting the TRWD trails. Additional Services not included in the existinq Scope of Services — CITY and ENGINEER agree that the following services are beyond the Scope of Services described in the tasks above. However, ENGINEER can provide these services, if needed, upon the CITY's written request. Any additional amounts paid to the ENGINEER as a result of any City of Fort Worth, Texas Attachment A PIVO Release Date: 08.1.2014 Page 19 of 20 ATTACHMENT A DESIGN SERVICES FOR NASJRB WATER AND SEWER MAIN IMPROVEMENTS CITY PROJECT NO.: 104344 material change to the Scope of the Project shall be agreed upon in writing by both parties before the services are performed. These additional services include the following: • Negotiation of easements or property acquisition including temporary right -of -entries. • Services related to Subsurface Utility Engineering (SUE) • Services related to development of the CITY's project financing and/or budget. • Services related to disputes over pre -qualification, bid protests, bid rejection and re- bidding of the contract for construction. • Construction management and inspection services • Periodic site visits during construction phase • Design phase public meetings • Performance of materials testing or specialty testing services. • Services necessary due to the default of the Contractor. • Services related to damages caused by fire, flood, earthquake or other acts of God. • Services related to warranty claims, enforcement and inspection after final completion. • Services related to submitting for permits (ie.raiiroad, etc...) • Services related to Survey Construction Staking • Services related to acquiring real property including but not limited to easements, right- of-way, and/or temporary right -of -entries. • Services to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. • Construction Shop drawing review, samples and other submittals submitted by the contractor. • Performance of miscellaneous and supplemental services related to the project as requested by the CITY. • Archeological monitoring, testing, or data recovery; ecological services; right -of -entry; human environment studies; Section 4(f) services; historic resources reconnaissance or intensive study, NRHP nominations, or HABS/HAER documentation; human remains evaluation, coordination, removal, or reinterment; or artifact processing, detailed analysis, or curation. City of Fort Worth, Texas Attachment A PMO Release Date: 08.1.2014 Page 20 of 20 ATTACHMENT B COMPENSATION Design Services for NASJRB Water and Sewer Main Improvements City Project No.104344 Time and Materials with Rate Schedule Project Compensation A. The ENGINEER shall be compensated for personnel time, non -labor expenses, and subcontract expenses in performing services enumerated in Attachment A as follows: i. Personnel Time. Personnel time shall be compensated based upon hours worked directly in performing the PROJECT multiplied by the appropriate Labor Category Rate for the ENGINEER's team member performing the work. Labor Cateqory Rate as presented in the rate schedule table below is the rate for each labor category performing the work and includes all direct salaries, overhead, and profit. Labor Category 2023 Rate ($/hour) Analyst $150 - $230 Professional $200 - $275 Senior Professional 1 $240 - $330 Senior Professional II $295 - $350 Senior Technical Support $150 - $260 Support Staff $105 - $135 Technical Support $95 - $140 ii. Non -Labor Expenses. Non -labor expenses shall be reimbursed as Direct Expenses at invoice or internal office cost. 4.6% will be added to each invoice to cover certain other internal office cost expenses as to these tasks, such as telecommunications, in-house reproduction, postage, supplies, project related computer time, and local mileage. Direct Expenses (non -labor) include, but are not limited to, mileage, travel and lodging expenses, mail, supplies, printing and reproduction services, other direct expenses associated with delivery of the work; plus applicable sales, use, value added, business transfer, gross receipts, or other similar taxes. Direct reimbursable expenses such as express delivery services, fees, travel, and other direct expenses will be billed at 1.10 times the cost. iii. Subcontract Expenses. Subcontract expenses and outside services shall be reimbursed at cost to ENGINEER plus a markup of ten percent (10%). iv. Budgets. ENGINEER will make reasonable efforts to complete the work within the budget and will keep the City informed of progress toward that end so that the budget or work effort can be adjusted if found necessary. City of Fort Worth, Texas Attachment B PMO Official Release Date: 8.09.2012 Page 1 of 4 ME ATTACHMENT B COMPENSATION ENGINEER is not obligated to incur costs beyond the indicated budgets, as may be adjusted, nor is the City obligated to pay ENGINEER beyond these limits. If ENGINEER projects, in the course of providing the necessary services, that the PROJECT cost presented in Article 2 of this Agreement will be exceeded, whether by change in scope of the project, increased costs or other conditions, the ENGINEER shall immediately report such fact to the City and, if so instructed by the City, shall suspend all work hereunder. When any budget has been increased, ENGINEER's excess costs expended prior to such increase will be allowable to the same extent as if such costs had been incurred after the approved increase. B. The ENGINEER shall be paid monthly payments as described in Section II - Method of Payment. Method of Payment A. The ENGINEER shall be paid by the City based upon an invoice created on the basis of statements prepared from the books and records of account of the ENGINEER, based on the actual hours and costs expended by the ENGINEER in performing the work. B. Each invoice shall be verified as to its accuracy and compliance with the terms of this Agreement by an officer of the ENGINEER. C. ENGINEER shall prepare and submit invoices in the format and including content as presented in Exhibit B-1. D. Payment of invoices will be subject to certification by the City that such work has been performed. III. Progress Reports A. The ENGINEER shall prepare and submit to the designated representative of the Water Department monthly progress reports and schedules in the format required by the City. City of Fort Worth, Texas Attachment B PMO Official Release Date: 8.09.2012 Page 2 of 4 M ATTACHMENT B COMPENSATION IV. Summary of Total Project Fees Firm Primary Responsibility Prime Consultant Kimley-Horn and Design Management, Associates, Inc. Conceptual Design, Preliminary Design, Final Design and Easements Proposed MBE/SBE Sub -Consultants Gorrondona & Survey/Easements Associates JQ Engineering Structural Engineering Non-MBE/SBE Consultants Stantec Archeological Services CMJ Engineering Geotechnical Services Braun Intertec Environmental Services Bennett Trenchless Trenchless Engineering Engineers Black Mesa E&C, PLLC Cathodic Protection Design Kemp Golf Golf Course Restoration TOTAL Project Number & Name CPN 104344 — NASJRB Water and Sewer Replacements City MBE/SBE Goal =13% City of Fort Worth, Texas Attachment B PMO Official Release Date: 8.09.2012 Page 3 of 4 Fee Amount % $1,219,315 61.2% $372,050 18.7% $72,300 3.6% $27,920 1.4% $145,992 7.3% $7,300 0.4% $110,660 5.6% 19,400 1.0% 17,760 0.9% 100% Total Fee MBE/SBE Fee MBE/SBE $1,992,700 $444,350 22.3% Consultant Committed Goal = 13% EXHIBIT "B-1" ENGINEER INVOICE (Supplement to Attachment B) Insert required invoice format following this page, including negotiated total budget and allocations of budgets across desired work types and work phases. City of Fort Worth, Texas Attachment B PMO Official Release Date: 8.09.2012 Page 4 of 4 C d Professional Services Invoice Project Manager: IBrendaOropeza Project: 1104344 NASJRB Water & Sewer Main Improvements City Project#: City Sec Number: I Company Name: IKimley-Hom and Associates, Inc. Supplier's PM: IDylan Swoboda, P.E. Supplier Invoice #: Payment Request#: Service Date:From I Service Date:To I Invoice Date: I Summary Supplier Instructions: Fill in green cells including Invoice Number, From and To Dates and the included worksheets. When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the Consultant folder within Project's folder. email: Idvlan.swoboda0kimlev-1hom.com I Office Address J801 Cherry St., Unit 11 Suite 1300, Fort Worth, TX76102 Telephone: 1817-335-6511 Fax: I817-335-5070 Remit Address JP.O. Box 951640, Dallas, Texas 75395-1640 Sheet FID and Work Type Description Work Type 1 Water Work Type 2 Sewer Work Type 3 Work Type 4 Work Type 5 Work Type 6 Agreement LTD Agreement Amendment Amount to Completed Amount Amount Date Amount $1,095,985.DD $1,095,985.00 $896,715.00 $896,715.D0 Percent ($) Invoiced Current Remaining Spent Previously Invoice Balance $1,095,985.00 $896,715.00 Totals This Invoice $1,992,700.00 S1.992.700.00 $1.992.700.00 Overall Percentage Spent: Professional Services Invoice Project Manager: Brenda Oropeza Project: NASJRB Water & Sewer Main Improvements City Project#: 104344 Work Type Desc: lWater I Supplier Instructions: FID: I City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Ouanities Purchase Order: When your Invoice is complete, save and close, start B—saw and Add your invoice to the Consultant folder within Project's folder. Company Name' Kirnley-Horn and Associates, Inc Supplier's PM: Dylan Swoboda, P.E. email: dylan.swoboda@kimley-horn.com Supplier Invoice #: Office Address; 801 Cherry St., Unit 11 Suite 1300, Fort Worth, TX 76102 Payment Request #: Telephone: 817-335-6511 Service Date:FrOm Fax: 817-335-5070 Service Date:To Remit P.O. Box 951640, Dallas, Texas 75395-1640 Invoice Date: Address: Pay Items Agreement LTD Agreement Amendment Amendment Amountto Completed Percent ($)Invoiced Current Remaining Description Amount Number Amount Date Amount Spent Previously Invoice Balance 31 - Conceptual Design $273,001.00 $273,001.00 $273.001.00 32 - Preliminary Design $546.001.00 $546.001.00 $546.001.00 33-Final Design $91.000.00 S91.000.00 $91.000.00 51 - Preliminary Survey $185.983.00 I � $185.983.00 $185,983.00 Totals This Unit: S1.095.985.00 S1.095,985.00 S1.095,985.00 Overall Percentage Spent: Professional Services Invoice Project Manager: Brenda Oropeza Project: NASJRB Water & Sewer Main Improvements City Project*: 104344 Work TypeDesc: JSewer I Supplier Instructions: FID: I I City Sec Number: Fill in green cells including Percent Complete and Invoiced Previously Ouanities Purchase Order: When your Invoice is complete, save and close, start Buzzsaw and Add your invoice to the Consultant folder within Project's folder. Company Name' Kimley-Hom and Associates, Inc Suppliers PM: Dylan Swoboda, P.E. email: dylan.swoboda@kimley-hom.com Supplier Invoice #: Office Address:801 Cherry St., Unit 11 Suite 1300, Fort Worth. TX 76102 Payment Request #: Telephone: 817-335-6511 Service Date:From Fax: 817-335-5070 Service Date:To Remit P.O. Box 951640, Dallas, Texas 75395-1640 Invoice Date: Address: Pay Items Agreement LTD Agreement Amendment Amendment Amountto Completed Description Amount Number Amount Date Amount 31 - Conceptual Design $2.23,364.00 $223,364.00 32 - Preliminary Design $446.728.00 5446,728.00 33- Final Design $74.455.00 574,455.00 51 - Preliminary Survey $152,168.00 $152,168.00 Totals This Unit: $896.715.00 $896.715.00 Overall Percentage Spent: Percent ($) Invoiced Current Remaining Spent Previously Invoice Balance $223,364.00 5446,728.00 $74,455.00 $152.168.00 $896.715.00 EXHIBIT B-2 Level of Effort Spreadsheet TASKMOUR BREAKDOWN Design Services for NASJRB Water and Sewer Replacements City Project No. 104344 Labor(hours) Expense Task No. Task Description Senior Senior Support Total Labor Professional Professional Professional Analyst Subconsultant II I Staff Cost MWBE Non-MWBE Markup Rate $1350.0 $330.00 $275.00 $230.00 $135.00 1.0 Design Management (24 Months Design) 48 521 78 01 24 $58,900 $0 $0 $0 1.1 Managing the Team So I 1 1.1.2. QA/QC 481 I I I $16,800 1 1 1.2 Communications and Reporting I I I $0 I I 1.2.1 Pre -Design Coordination Meeting I 2 21 1 $1,300 1 1 1.2.2 MDnlhllesign Coordination Meetings 24 241 $14.600 I I 1.2.3 Prepare Easeline Schedule I 21 41 1 $1.8001 1 1 1 2 4 Prepare Monthly Progress Reports with I 12I 24 I $10,600I Schedule 1,2.5 I Pre�are Monthly MBE/SBE Reports 1 121 241 1 241 $13.8001 I 1.2.6 I Invoicing I I I I I $01 I 1.2.7 I Permitting Coordination (See Task 9) 1 I I I I $01 I o Conceptual Design (30%) I I 01 1211 I I 1 2191 3421 21 I $180,2001 I I I $01 $01 $01 2.1 ata Collection I I 61 121 241 I $10,8001 2.2 Ives Rehabilitation Analysis and Alignment I I 2 101 I $2,900I 2.2.1 1 Sanhar Sewer Rehabilitation Assessment I I I I 1 1 $01 I 1 I 2.2.1.1 I Analyze ICAP Study/CCTV I 1 81 81 141 1 $8,1001 2.2.1.2 Parallel Replacement vs. Slip Lining/CIPP 1 81 121 161 1 $9.7001 1 1 2.2.1.3 I Hicraulic Calculations I I I I I 1 $01 1 1 1 2.2.1.3.1 1 Identify Existing Flows (AD & PWW) 1 1 21 61 61 1 $3.7001 1 1 1 2.2.1,3.2 I Identify Master Plan Design Flows I 21 61 61 1 $3.7001 1 2.2.1.3.3 I Calculate Alternative Capacities 1 1 41 81 81 1 $5,4001 1 2.2.1.4 I Working Space Analysis/Easements 1 1 61 61 1 1 $3.7001 1 2.2.1.5 I Bypass Pumping Requirements l 1 41 81 81 1 $5,4001 2.2.2 I Alignment Studies - Water & Sewer I I I I 1 1 $01 I I 1 2.2.2.1 I Site Visit 1 1 81 81 81 1 $6,7001 1 2.2.2.2 I Develop One Alignment I 1 81 121 241 1 $11.50DI 1 2.2.2,3 1 Identify Utility Conflicts 1 1 41 81 121 1 $6.3001 1 1 1 2.2.2.4 1 Review Maintenance lssues/Access Routesl 41 81 121 1 $6.3001 1 1 1 2.2.2.5 I Review C4on Geologic / I 41 20I 10 I $9,200I Re�uaelments 2.2.2.E 1 CDortlination wi{h NASJRB/Lockheed 1 41 81 4 1 $4.5001 1 1 1 2.2.2.7 I Water & Sanitary Sewer GIS Exhibits I 41 8 161 1 $7,2001 1 1 1 2.2.2.8 1t� Coordination with Property Owners 1 121 81 61 1 $7.6001 1 1 1 2.3 (Conceptual Design Package I I I I I $DI I 2.3.1 1 Cover Sheet I 11 21 1 $8001 1 1 1 2.3.2 I Water Alignment Exhibits (34 Sheets 1=40 + I I 171 341 851 1 $34.6001 1 1 1 2.3.3 1 Sewer Alignment Exhibits (14 Sheets 1=40y 1 1 71 141 351 1 $14.3001 1 1 1 2.3.4 I Access Routes and Easement Exhibits 1 41 81 121 1 $6.3001 1 1 1 2.3.5 1 Existing Fire Location Exhibits l 1 21 41 81 1 $3.6001 1 1 1 2.3.6 1 OPCC I 1 21 81 121 1 $5,7001 1 1 2.3.7 I Deliverables (2 copies% I 1 1 21 21 $1,1001 I I I 2.3.8 I Review with City/Meeting Notes 1 1 11 1 I 21 1 $1,1001 I I City of Fort Worth, Texas Attachment B - Level of Effort Supplement Typical Water and Sewer Replacement FWWTR Official Release Date: 8.09.2012 5/21/2023 Total Travel Task Sub Completed Percent Reproduction I Expense Total Amount Complete Fees l Permitting Cost $0 $0 $58,900 1 I $0 $o $0 $16.800 I $o $0 I $01 $1.300 I I $01 $14.600 1 1 $01 $1,800 I $DI $10.600 I 1 $01 $13.800 I I $ol SO I I $0 $o I I I I I $500I $500I $180,700 $0 $10.800 I SDI $2,900 I SDI $0 I I $0 $8.100 I 1 $0 $9.700 I $S01 01 SO I $3,700 I I Sol S3,700 1 $01 $5.400 I 1 Sol $3.700 I $0 $5.400 $01 $0 I $2001 $2001 $6,900 I 1 $01 $11,500 1 Sol $6,300 I $01 $6,300 I SDI $9,200 $GI S4,500 $0 $7.200 Sol $7.600 I Sol $0 l SOI $800 I 1 $OI 534,600 1 I I Sol $14.300 1 1 Sol $6.300 1 1 Sol $3,600 I 1 $01 $5,700 I $3001 S30$01 S1,400 1 Sol $1,100 I Page 1 of 5 Task No. Task Description Rate 3.0 lPreliminary Design 160%) 3.1 Preliminary Design Drawings 3.1.1 Cover 3.1.2 Sheet Index and General Notes 3.1.3 Shutdown & Phasing Notes 3.1.4 Control and Benchmarks 3.1.5 Overall Loc & Pr oPP Sht Ref (2) 3.1.6 Overall Existing MZ R (W&SS) (4) 3.1.7 Abandonment (W&S 4 3.1.8 Prop Easement Layout 4) 1 3.1.9 Easement Vacations (2 3.1.10 Prop Plan & Prof (60) 1 3.1.11 Standard Details/Restraint Length/Thickness 1 3.1.12 1 SRRecifcations 1 3.2 1Geolechnical I 3.3 (Tunneling I 3.4 ISeecial Structures 3.4.1 I Aerial Crossings (2 3.4.2 I Junction Structure (4) 3.5 Cathodic Protection 1 3.6 olf Course Restoration 1 3.7 lEnvironmental Phase 1 1 3.8 IConstructability Review 1 3.9 Util.ftx Clearance 1 3.1D 1 oordination with NASJRB/Lockheed 3.11 IS ecifications 3.12 �OPCC I 3.13 eliverables 1 3.14 IReview with City/Meeting Notes 1 3.15 IReview with NASJRB/Meeting Notes 3.16 IReview with River Oaks/Meeting Notes 3.17 lReview with White Settlement/Meeting Notes 3.18 lReview with Westworth Village/Meeting Notes 3.19 IReview with TRWD/Meeting Notes I 1 4,0 IFtnal Design (90%and 100%) 1 4.1 reliminai y Design (60%) Comments 4.2 190% Design Drawings 1 4.2.1 I Cover I 4.2.2 I Sheet Index and General Notes I 4.2.3 I Shutdown & Phasing Notes 4.2.4 I Control and Benchmarks I 4.2,5 I Overall Loc & Proy Sint Ref (2) 4.2.6 I Overall Existing ap (W&SS) (4) 4.2.7 I Abandonment (W&S) I 4.2.8 j4) I Prop Easemen} Layou 4) City of Fort Worth, Texas Attachment B - Level of Effort Supplement Typical Water and Sewer Replacement FWW7R Official Release Date: 8.09.2012 EXHIBIT B-2 Level of Effort Spreadsheet TASKMOUR BREAKDOWN Design Services for NASJRB Water and Sewer Replacements City Project No. 104344 Labor (hours) Senior Senior Professional Professional II 1 I $350.001 $33D.001 I I 01 2041 Professional Analyst Support ff $275.00 $230.00 $135.00 4941 11 61 81 41 21 41 41 al 21 3001 151 tot 101 151 1 101 151 101 101 el 41 121 el 121 81 I 21 21 21 21 21 21 425 I I I 4 4 I 21 al 41 zl Total Labor Cost $351,300 $0 $1.200 $3,300 $4.500 $3.300 $2,8001 $4,8001 $5,2001 $5,200 $1.8001 $222.6001 $12.1001 $6,4001 $4,4001 $7,5001 $01 $7,9001 $12,1001 $4,8001 $4,8001 $3,6001 $3.4001 $5.3001 $4.9001 $5,OOD1 $6.3001 $3001 $1,3001 $1,30DI $1.3001 $1,3001 $1.3001 $1,3001 $355,3001 Sol $01 S3001 $8001 $3,6001 $5001 $1,8001 $3,600: $3.600 $1.5001 5/21/2023 Expense Subconsultant I Travel / Total Task Sub Completed Percent MWBE Non-MWBE Markup (Fees/Permitting Reproduction I Expense Cost Total Amount Complete $41,950 $181,000 $22,300 $500 §245,70 $597,00 ®� I I I $o $o I $0 $1,200 I I I SO $3,300 I I I I $0 S4,500 1 I I $01 53,300 1 I I I Sol s2,61111 I 1 1 $01 S4.800 I I 1 1 501 $5.200 I I I I $01 $5,200 I 1 Sol $1.800 1 1 1 1 Sol S222.600 I 1 1 I $01 $12.100 1 I 1 1 $01 $s,aoo $109,0001 $10.9001 1 $119,9001 $124,300 I $54,9001 $5.4901 1 $60,3901 $57.890 1 I 1 1 1 $01 $0 1 $14.4501 1 $1.4501 $15,9001 $23.800 1 $27.5001 $2,7501 $30.2501 S42,350 1 $7.4001 $7401 1 $8.1401 $12.940 1 1 $2,4001 $2401 1 $2.6401 $7,440 1 1 $7.3001 $7301 1 $8.0301 $11.630 1 1 1 $017 $3.400 1 $01 $5,300 1 1 Sol S4,900 1 I I I I Sol $5,000 1 1 $01 $6,300 I 1 $5001 $5001 $800 1 I I 1 $01 $1.300 I I I $0 $1.300 1 1 1 Sol $1,300 1 1 I 1 $01 $1.300 1 I I I $ot $1.300 1 I I Sol $1.300 I I $27,6151 $73,0001 $10,0851 $1,0001 $111,7001 $468.000 $a $0 I I I $01 $0 I I I I 1 $01 S300 I I I I I $DI $800 I I s01 $3.600 1 I $01 $500 I I I I I Sol $1.800 I I 1 I 1 $OI 53,600 1 I I 1 $0 $3,600 1 I Sol S1,500I Page 2 of 5 Task No. Task Description Rate 4.2.9 Easement Vacations (2) 4.2.10 Prop Plan & Prof,60� 4.2.12 Standard Details/Re rain Length/Thickness 4.2.13 Protect Spec. Details 4.2.12.1 Junction Structure (4) 4.2.12.2 Bypass Pumping/Flow Diversion 4.2.12.3 Trenchless Water -Tight Shafts 4.2.12.4 Tunneling 4.2.12.5 Cathodic Protection Design 4.2.14 Traffic Control Plans (12) 4.2.15 Golf Course Rehab Plans (6) 4.2.16 Erosion Control and Details 4.2.17 90% Project Manual 4.2.18.1 Division 00 4.2.18.2 Division 01 4.2.18.3 I Divisions 20-49 4.2.18.4 l Non-Std. Specs 4.2.18.5 l Appendix 4.2.19 I Quantities/OPCC 4.2.20 lCoordination with NASJRB/Lockheed 4.2.22 IDeliverables 4.2.23 1Public Meeting Prey/Exhibits 1 4.2.24 lReview with City/Meeting Notes 1 4.2.25 [Review with NASJRB/Meeting Notes 1 4.2.26 lReview with River Oaks/Meeting Notes 1 4.2.27 lReview with White Settlement/Meeting Notes 1 4.2.28 Review with TRWO/Meeting Notes 4.2.29 1 onstruction Plan Review (2) 4.3 1100% Design Drawings 1 4.3.1 1100% OPCC 1 4.3.2 1100% Project Manual 4.3.3 lbeliverables I 1 5.0 lBid Phase Services l I.1 [Bid Support 1 5.1.1 I UPloap Plans to BIM 360 5.1.2 I Print Hardcopies (6) 5.1.3 I Maintain Plan holders List 5.1.4 I An to Bidding Questions 5.1.5 I Issue Addenda l City of Fort Worth, Texas Attachment $ - Level of Effort Supplement Typical Water and Sewer Replacement FWWTR Official Release Date: 8.09.2012 EXHIBIT B-2 Level of Effort Spreadsheet TASK/HOUR BREAKDOWN Design Services for NASJRB Water and Sewer Replacements City Project No. 104344 Labor (hours) Senior Senior Professional Professional Support Total Labor Professional Analyst II I StaN Cost $350.001 $330.00 $275.00 $230.00 $135.00 1 1 1 21 $800 I 1201 2401 4201 $202.200 I 41 el 101 $5,900 I 1 1 so 1 81 121 16 1 59,700 1 151 151 201 $13,700 1 61 61 61 $5.100 1 101 101 1 $s.loo 1 61 81 12 $7,000 1 61 12 36 1 $13,600 41 81 12 I $6,300 1 21 6 121 1 $5,1001 1 1 Sol 1 41 41 21 $2.9001 1 41 41 21 $2.9001 1 61 41 21 1 $3,6001 I 4 61 6 1 $4,4001 1 21 41 41 1 $2,7001 1 21 41 81 1 $3.6001 1 41 41 41 1 $3.4001 I 1 1 1 21 $3001 1 41 41 41 1 $3,4001 21 2 I I $1,3001 1 21 21 1 1 $1.3001 1 21 21 1 1 $1.3001 1 21 21 1 1 $1.3001 1 21 21 1 1 $1.3001 I 41 41 61 I $4,3001 1 151 201 401 1 $19.7001 I 2 41 41 I $2.7001 1 51 101 1 I $4.400 1 1 I 1 1 21 I I $3001 I 0 221 491 16 101 $26,3001 1 1 1 I $01 I I 21 I I ssool I I 21 1 1 $6001 I I 11 1 61 $1.1001 1 61 101 1 $4,8001 1 41 41 1 1 $2.5001 Expense Subconsultant MWBE INon-MW BE I I I $27.6151 I I I I I I I I I $2.7351 I I I I $2.7351 1 $49,8001 $12.0001 1 $11.2001 1 1 1 1 1 1 1 I I I I I I I $10,1201 I $10,1201 1 Travel Markup Reproduction I 005 1 Permitting I I I $2,7651 I I $5,0001 1 $1.2001 171 $1.1201 I I I I I I I I I I I I I I I I I 55001 I I I I I I I I I I I I I I 1 $5001 1 1 Total Expense Cost $0 $0 So so $30,380 Sol $01 $54.8001 $13.2001 sot S12.3201 sot $01 S01 sot Sol $01 Sol$0 Sol $5001 $01 $01 S01 Sol $01 Sol Sol S01 $01 SO $500 1 $1,2951 $2,0001 $16,1501 I I sot I $01 1 $2,0001 $2,0001 1 1 Sol $1,2951 1 $14.1501 1 I sot Fif'i6ir➢irl Task Sub I Completed Percent Total Amount Complete $800 1 $202.200 $5.900 so $40,080 $13,700 $5.100 $60.900 1 $20.200 I S13,600 $18.620 I $5,100 I Sol I I $3.400 $800 $3,400 $1.300 $1.300 $1.300 S1.300 $1.300 S4,300 $19,700 $2,700 S4,400 $800 $42.450 $0 $600 $2.600 $1.100 $18,950 $2.500 I I I I I I Page 3 of 5 Task No. Task Description Rate 5.1.6 Prepare for and Attend Pre -Bid Meeting 5.1.6.1 Tabulate bids and review 5.1.7 Recortll�er(c efferegces 5.1.8 Prec ii ica ion egwrements 5.2 Final Design Drawings 6.0 Services [o,tnstruc1.1onasePh cludedinthis contract II.0 OWIEasteent Services 7.1 ROW Research (See Task 8.1) 7.2 ROW/Easement Preparation/Submittal 1 7.2.1 Permanent (25 1 7.2.2 Temporary (35) 7.3 Tempporary Right of Entry (See Task 8.1) 1 7.4 Lbordina{ion with Real Property 7.4.1 I Aerial Exhibits (35) 1 8.0 [Survey and SUE Services 1 8.1 [Design Survey 1 8.2 [Temporary Right of Entry (see Task 8.1) 1 8.3 [Subsurface Utility Excavation (Not Included) 9.0 ,Permitting I 91 [USAGE 408 Permit 1 9.1.1 I Submittal Cover Letter 9.1.2 1 Texas Historical Commission Survey 9.1.3 I WOTUS Report and Aerial Exhibits (4) 1 9.1.4 I Cross Section View Exhibits (2) 1 9.1.5 I Revisions to USACE/TRWD Comments 1 9.1.6 I Us Fish and Wildlife S ecies List 1 9.1.7 [ Meetings fup to 4) andoordination 1 9.1.8 l Levee Sol Stability and Seepage Analysis 1 9.2 I estWorth Village Development Coordination 1 9.2.1 I Exhibit Prey� 1 9.2.2 [ Meetings (up to 4) and Coordination 1 9.2.3 1 Site Visit 1 9.3 [River Oaks Coordination 1 9.3.1 I Exhibit Preyf' 9.3.2 I Meetings (up to 4) and Coordination 9.3.3 Sfte Visit 1 9.4 as/Petroleum Line Permitting City of Fort Worth, Texas Attachment B - Level of Effort Supplement Typical Water and Sewer Replacement FWWTR Official Release Date: 8.09.2012 EXHIBIT B-2 Level of Effort Spreadsheet TASK/HOUR BREAKDOWN Design Services for NASJRB Water and Sewer Replacements City Project No. 104344 Labor (hours) Senior Senior Support Total Labor Professional Professional Professional Analyst Staff II I Con $350.00 $33D.00 $275.00 $230.00 $135.00 4 8 $3.600 21 1 4 $1.100 4 41 $2.500 2 61 I $2,400 2 101 16 I I $7,100 01 01 01 0 0 $0 1 1 1 1 $0 $0 01 201 Sol 771 01 $38.300 I I I I $0 I I I sot 1 51 151 251 1 $11.6001 1 51 151 351 1 $13,9001 1 1 1 1 1 Sol 1 51 fill 21 I $4,900: 1 51 I I 101 15 I I $7,900 I I 01 101 20 401 01 $18.0001 1 101 201 401 1 $18,0001 1 1 1 1 1 Sol I I I I I I $01 I D1 631 1101 1171 of $78,6001 I I $ol 41 61 $3.s0o1 1 1 61 1 1 $2.2001 I 41 151 201 1 $10,1001 I 21 41 81 I $3.6001 2 8 161 I $6,60D1 I 11 I $3001 I 41 81 SI $5.4001 1 41 41 1 $2.5001 1 1 1 1 1 Sol 1 21 61 61 1 $3,7001 1 121 121 121 1 $10,1001 I 21 21 21 $1,7001 I I I $ot 21 41 61 1 $3.200 1 81 81 121 1 $7.600 I 21 21 21 I $1,7001 I 51 t01 t51 I $7.9001 Expense I Subconsultant MWBE I Non-MWBE Sol I I I $81,0001 I I $33,7501 $47,2501 1 I I I $291,0501 S291.0501 I I I sot I I I I I I I I I I I I I I I I I I Sol I I I $01 I I I I I I I I Sol I $64,9151 1 $27.9231I I I I I $36,9921 Travel Total p I Reproduction / E Co tse Markup Fees Permitting $0 I $o $0 1 so 1 $0 I Sol $0 $0 1 so I Sol $8,1001 $0 $89,100I $01 Sol $3.3751 1 $37,125 $4,7251 1 $51,975 1 ( $01 1 $01 I I Sol I I Sol $29,1001 $01 $320,7501 S29,1001 I S320,150 I I $01 I I $ot 1 $01 $6,5361 $01 $71,4501 I 1 sol 1 s0 $2,802 1 $30.725 I I $0 I $01 I I $01 I 1 Sol I Sol $3.734 1 $40.725 1 I $0 1 1 Sol I I sot I Sol 1 SD 1 I S I soOt I I Sol I 1 $01 Task Sub Total $3.600 $1,100 S2.500 $2.400 $7.100 $0 so $o $127.400 $0.00 $0.00 $48.725.00 $65,875.00 $0.00 $4,900.00 $7.900.00 $o $333,1501 $338.150 $0 $0 $0 $150,050 so $3.600 $32,925 $10.100 $3.600 $6.600 $300 $5,400 $43.225 $0 $3.700 $10,100 $1.700 $0 53,200I S7,6o0 $1,700 $7.9001 5/21/2023 Completed Percent Amount Complete I I I I I I I I I I I I I I I I I I I I I Page 4 of 5 Task No. Task Description Rate 9.5 1xDOT SH-1 B3 Permit 10.0 Additional Services 10.1 (Additional Services as directed by the City Subtotal Description Conceptual Design PreliminaJy Design (60%) Final 61sign (10%) Survey Subtotal Total City of Fort Worth, Texas Attachment B - Level of Effort Supplement Typical Water and Sewer Replacement FWWTR Official Release Date: 8.09.2012 EXHIBIT B-2 Level of Effort Spreadsheet TASKMOUR BREAKDOWN Design Services for NASJRB Water and Sewer Replacements City Project No. 104344 Laborlhours) I Senior Senior Support Total Labor Professional Professional Professional Analyst Staff Cost II I $350.00 $330.00 $275.001 $230.00 $135.00 10 101 1d $8,400 01 01 0 0 0 $30,000 I I 530,000 481 T461 14451 18941 42 $1,137,900 5121 /2023 Expense Subconsultant Travel! Total Task Sub Completed Percent MWBE Non-MWBE Markup Reproduction Expense Cost Total Amount Complete Fees I Permitting $ I $ $0 $0 $0 $30,000 i--,"_- $O $30.000 JI $444,35 I $329.035 $77.415 $4,000 $854,80$0 $1,992.700 1 Totals:l $1.992.7001 1 $0.001 0.ili I Water Line Footage 1 2,001 55% 12"- " Water Lines Diameter 1 Sewer Line Footage 22,1001 45 % 24" - 3636" Sanitary Sewer lines Diameter 48.700 100% (A) Total Fee $1,992,700 (B) Survey Fee $338.150 (CTotal Fee (-I Survey Fee $1,654.550 Water Fee (5 -% of Ct) Sewer Fee (45% of C) 1 1 $910.002.00 $744,547.00 1 WP Water Sewer I 31 $273.001.00 $223.364.00 1 32 $546.001.00 $446.728.00 1 1 33 1 $91,000.00 $74.455.00 51 1 $185.983.00 1 $152'168.00 1 I $1,095.985.00 1 $896,715.00 1 I I $1.992.700.00 1 I Project Summary Total Hour 4.175 Total Labor $1.137.900 Total Expense S854.800 MWBE Subconsultan J $444.350 Non-MWBE Subconsultan $329,035 MWBE Participation I 22.3% Page 5 of 5 EXHIBIT B-3 Engineer's Opinion of Probable Construction Cost Design Services for NASJRB Water and Sewer Main Improvements City Project No. 104344 E ent: City of Fort Worth Date: 5/21/2023 Project: NASJRB Water and Sewer Main Improvements Prepared By: DAS A No.: 061018XXX Checked By: CTD �ITitle: NASJRB Water and Sewer Main Improvements - Summary I� Project Description Total NASJRB Water and Sewer Main Improvements Part 1 - Warehouse St, to Trinity River OPCC (with 30% Contingency) 8,275 LF $5,800,000 Engineering (15%) $870,000 Easements ($10/SF, $3,000 Appraisal, 4% closing) $1,843,500 Construction Phase Service (8%) $464,000 Material Testing (2%) $116,000 City Staff Time (5%) $290,000 Subtotal $9,383,500 Part 2 - Trinity Crossing to SH-183 OPCC (with 30% Contingency) 5,380 LF $6,460,000 Engineering (15%) $969,000 Easements ($10/SF, $3,000 Appraisal, 4% closing) $658,100 Construction Phase Service (8%) $516,800 Material Testing (2%) $129,200 City Staff Time (5%) $323,000 Subtotal $9,056,100 Part 3 - Pumphrey Dr. to Lockheed Blvd OPCC (with 30% Contingency) 12,710 LF $8,080,000 Engineering (15%) $1,212,000 Easements ($10/SF, $3,000 Appraisal, 4% closing) $1,871,400 Construction Phase Service (8%) $646,400 Material Testing (2%) $161,600 City Staff Time (5%) $404,000 Subtotal $12,375,400 Part 4 - Parallel 36" Sewer OPCC (with 30% Contingency) 9,500 LF $12,470,000 Engineering (15%) $1,870,500 Easements ($10/SF, $3,000 Appraisal, 4% closing) $2,506,000 Construction Phase Service (8%) $997,600 Material Testing (2%) $249,400 City Staff Time (5%) $623,500 Subtotal $18,717,000 Part 5 - 24"-36" Sewer Rehabilitation OPCC (with 30% Contingency) 12,600 LF $5,590,000 Engineering (15%) $838,500 Easements ($10/SF, $3,000 Appraisal, 4% closing) $51,000 Construction Phase Service (8%) $447,200 Material Testing (2%) $111,800 City Staff Time (5%) $279,500 Subtotal $7,318,000 Total $56,850,000 Rounded $56,900,000 Basis for Cost Projection: ❑+ No Design Completed ❑ Preliminary Design ❑ Final Design This total does not reflect engineering or technical services. The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. Kimley-Horn and Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 5121/2023 Project: NASJRB Water and Sewer Main Improvements Prepared By: DAS KHA No.: 061018XXX Checked By: CTD IlTitle: NASJRB Water Improvements - Part 1 Warehouse St. to Trinity River �I Line No. Description Spec Quantity Unit Unit Price Cost Water 1 3311,0641 24" Water Pipe 33 11 10, 33 11 12, 1,775 3311 13,33 11 14 LF $375.00 $665,625 2 3311.0541 16" Water Pipe 3311 10, 33 11 12 5,700 LF $300.00 $1,710,000 3 3305.2005 16" Water Carrier Pipe 33 05 24 800 LF $200.00 $160,000 4 3305.1105 30" Casing By Other Than Open Cut 33 05 22 800 LF $650.00 $520,000 5 3312.3008 24" Gate Valve w/ Vault 33 12 20 1 EA $30,000.00 $30,000 6 3312.3006 16" Gate Valve w/ Vault 33 12 20 3 EA $20,000.00 $60,000 7 3304.0002 Cathodic Protection 3304 12 1 LS $30,000.00 $30,000 8 0241.1001 Water Line Grouting 0241 14 700 CY $200.00 $140,000 9 3312.0108 Connection to Existing 20" Water Main 33 12 25 1 EA $15,000.00 $15,000 10 3312.0106 Connection to Existing 16" Water Main 33 1225 1 EA $10,000.00 $10,000 11 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 3 EA $5,000.00 $15,000 12 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 12 TON $8,000.00 $96,000 13 3312.0001 Fire Hydrant 33 12 40 2 EA $5,000.00 $10,000 14 3312.6002 6" Blow Off Valve 33 12 60 1 EA $15,000.00 $15,000 15 3312.1003 3" Combination Air Valve Assembly for Water 33 12 30 1 EA $20,000.00 $20,000 16 3312.1002 2" Combination Air Valve Assembly for Water 33 12 30 2 EA $15,000.00 $30,000 17 0241.1208 20" Water Abandonment Plug 0241 14 2 EA $750.00 $1,500 18 0241.1206 16" Water Abandonment Plug 0241 14 2 EA $600.00 $1,200 19 0241.1218 4"-12" Water Abandonment Plug 0241 14 2 EA $500.00 $1,000 20 0241.1510 Salvage Fire Hydrant 0241 14 2 EA $1,250.00 $2,500 21 0241.1351 Salvage 16" Water Valve 0241 14 2 EA $1,250.00 $2,500 22 0241.1353 Salvage 20" Water Valve 0241 14 1 EA $1,500.00 $1,500 23 3304.0101 Temporary Water Services 33 04 30 1 LS $15,000.00 $15,000 24 3305.0109 Trench Safety 3305 10 7,475 LF $5.00 $37,375 25 3305.0110 Utility Markers 33 05 26 1 LS $15,000.00 $15,000 26 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 2 EA $5,000.00 $10,000 27 3125.0101 SWPPP > 1 acre 31 2500 1 LS $15,000.00 $15,000 28 3292.0400 Seeding, Hydromulch 32 92 13 7,000 SY $5.00 $35,000 29 0171.0101 Construction Staking 01 71 23 1 LS $10,000.00 $10,000 30 0171.0102 As -Built Survey 01 71 23 1 LS $10,000.00 $10,000 31 3471.0001 Traffic Control 3471 13 9 MO $5,000.00 $45,000 32 3471.0002 Portable Message Sign 3471 13 36 WK $500.00 $18,000 33 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 3201 17 2,950 LF $150.00 $442,500 34 3216.0101 6" Conc Curb and Gutter 32 16 13 2,950 LF $90.00 $265,500 11Subtotal Water: $4,455,200 Basis for Cost Projection: p No Design Completed $4,455,20011 El Preliminary Design (Subtotal: Conting. (%, +/-) 30 II $1,344,800 ❑ Final Design Total: 11 $5,800,0001 This total does not reflect engineering or technical services. The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. Kimley-Horn and Associates, Inc. Opinion of Probable Construction Cost client: City of Fort Worth Date: 511112123 Project: NASJRB Water and Sewer Main Improvements Prepared By: DAS KHA No.: 061018XXX Checked By: CTD IlTitle: NASJRB Water Improvements - Part 2 - Trinity Crossing to SH-183 II Line No. Description Spec Quantity Unit Unit Price Cost Water 1 3311.0641 24" Water Pipe 33 11 10, 33 11 12, 4,860 33 11 13, 33 11 14 LF $375.00 $1,822,500 2 3305.2007 24" Water Carrier Pipe 33 05 24 520 LF $250.00 $130,000 3 3305.1107 42" Casing By Other Than Open Cut 33 05 22 520 LF $800.00 $416,000 4 9999.0003 Shaft Excavation and Support #1 33 05 22 1 LS $500,000.00 $500,000 5 9999.0004 Shaft Excavation and Support #2 33 05 22 1 LS $500,000.00 $500,000 6 3312.3008 24" Gate Valve w/ Vault 33 1220 2 EA $30,000.00 $60,000 7 3304.0002 Cathodic Protection 33 04 12 1 LS $25,000.00 $25,000 8 0241.1001 Water Line Grouting 0241 14 300 CY $200.00 $60,000 9 3312.0108 Connection to Existing 24" Water Main 33 1225 2 EA $15,000.00 $30,000 10 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 8 TON $8,000.00 $64,000 11 3312.0001 Fire Hydrant 33 12 40 2 EA $5,000.00 $10,000 12 3312.6003 8" Blow Off Valve 33 12 60 2 EA $20,000.00 $40,000 13 3312.1003 3" Combination Air Valve Assembly for Water 33 1230 2 EA $20,000.00 $40,000 14 0241.1208 20" Water Abandonment Plug 0241 14 2 EA $750.00 $1,500 15 0241.1510 Salvage Fire Hydrant 0241 14 1 EA $1,250.00 $1,250 16 0241.1353 Salvage 20" Water Valve 0241 14 2 EA $1,500.00 $3,000 17 3304.0101 Temporary Water Services 33 04 30 1 LS $15,000.00 $15,000 18 3305.0109 Trench Safety 33 05 10 4,860 LF $5.00 $24,300 19 3305.0110 Utility Markers 33 05 26 1 LS $5,000.00 $5,000 20 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 2 EA $5,000.00 $10,000 21 3125.0101 SWPPP >_ 1 acre 31 2500 1 LS $10,000.00 $10,000 22 3292.0400 Seeding, Hydromulch 3292 13 3,333 SY $5.00 $16,667 23 0171.0101 Construction Staking 01 71 23 1 LS $10,000.00 $10,000 24 0171.0102 As -Built Survey 01 71 23 1 LS $10,000.00 $10,000 25 3471.0001 Traffic Control 34 71 13 12 MO $5,000.00 $60,000 26 3471.0002 Portable Message Sign 3471 13 48 WK $500.00 $24,000 27 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 3201 17 4,500 LF $150.00 $675,000 28 3216.0101 6" Conc Curb and Gutter 32 16 13 4,500 LF $90.00 $405,000 I1Subtotal Water: $4,968,300 Basis for Cost Projection: 121 No Design Completed Subtotal: lConting. II $4,968,3001 El Preliminary Design (%, +/-) 30 $1,491,7001 ❑ Final Design Total: 11 $6,460,0001 This total does not reflect engineering or technical services. The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. Kimley-Horn and Associates, Inc. Client: City of Fort Worth Project: NASJRB Water and Sewer Main Improvements KHA No.: 061018XXX 11Title: NASJRB Water Improvements - Part 3 - Pumphrey Dr. to Lockheed Blvd Opinion of Probable Construction Cost Line No. Description Spec Water 1 3311.0541 16" Water Pipe 3311 10, 33 11 12 2 3311.0441 12" Water Pipe 33 11 10, 33 11 12 3 3305.2005 16" Water Carrier Pipe 33 05 24 4 3305.1105 30" Casing By Other Than Open Cut 33 05 22 5 9999.0001 16" Aerial Crossing 03 33 00 6 9999.0002 16" Water Pipe Aerial Crossing 33 05 24 7 3312.3006 16" Gate Valve w/ Vault 33 12 20 8 3312.3005 12" Gate Valve 32 12 20 9 3304.0002 Cathodic Protection 33 04 12 10 0241.1001 Water Line Grouting 0241 14 11 3312.0106 Connection to Existing 16" Water Main 33 1225 12 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 13 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 14 3312.0001 Fire Hydrant 33 1240 15 3312.6002 6" Blow Off Valve 33 12 60 16 3312.1002 2" Combination Air Valve Assembly for Water 33 1230 17 0241.1218 4"-12" Water Abandonment Plug 0241 14 18 0241.1510 Salvage Fire Hydrant 0241 14 19 0241.1305 Remove 12" Water Valve 0241 14 20 3304.0101 Temporary Water Services 33 04 30 21 3305.0109 Trench Safety 33 05 10 22 3305.0110 Utility Markers 33 05 26 23 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 24 3125.0101 SWPPP >_ 1 acre 31 2500 25 3292,0400 Seeding, Hydromulch 32 92 13 26 0171.0101 Construction Staking 01 71 23 27 0171.0102 As -Built Survey 01 71 23 28 3471.0001 Traffic Control 3471 13 29 3471.0002 Portable Message Sign 3471 13 30 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 3201 17 31 3216.0101 6" Conc Curb and Gutter 32 16 13 Basis for Cost Projection: 0 No Design Completed ❑ Preliminary Design ❑ Final Design This total does not reflect engineering or technical services. Date: 5/21/2023 Prepared By: DAS Checked By: CTD 11 Quantity I Unit I Unit Price 11 Cost ]' 9,910 LF $300.00 1 $2,973,000 1,900 LF $225.00 $427,500 800 LF $200.00 $160,000 800 LF $650.00 $520,000 10 EA $30,000.00 $300,000 100 LF $500.00 $50,000 5 EA $20,000.00 $100,000 2 EA $8,000.00 $16,000 1 LS $40,000.00 $40,000 400 CY $200.00 $80,000 2 EA $10,000.00 $20,000 4 EA $5,000.00 $20,000 18 TON $8,000.00 $144,000 2 EA $5,000.00 $10,000 2 EA $15,000.00 $30,000 3 EA $15,000.00 $45,000 4 EA $500.00 $2,000 2 EA $1,250.00 $2,500 4 EA $1,000.00 $4,000 1 LS $40,000.00 $40,000 11,810 LF $5.00 $59,050 1 LS $15,000.00 $15,000 5 EA $5,000.00 $25,000 1 LS $10,000.00 $10,000 16,667 SY $5.00 $83,333 1 LS $15,000.00 $15,000 1 LS $15,000.00 $15,000 12 MO $5,000.00 $60,000 48 WK $500.00 $24,000 3,830 LF $150.00 $574,500 3,830 LF $90.00 $344,700 Subtotal Water: $6,209,600 (Subtotal: $6,209,6001 Conting. (%, +/-) 30 $1,870,400 JTotal: 11 $8,080,0001 The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. Kimley-Horn and Associates, Inc. Client: City of Fort Worth Project: NASJRB Water and Sewer Main Improvements KHA No.: 061018XXX Opinion of Probable Construction Cost IlTitle: NASJRB Sewer Improvements - Part 4 - Parallel 36" Sewer Line No. Water 1 2 3 4 5 F. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Description 3331.4421 36" Fiberglass Sewer Pipe 3305.3013 36" Sewer Carrier Pipe 3305.1109 54" Casing By Other Than Open Cut 9999.0001 Aerial Crossing 9999.0002 54" Casing by Aerial Crossing 3331.4225 18" Sewer Pipe 3339.1205 6' Type A Manhole 3339.1203 6' Extra Depth Manhole 3339.2001 Sanitary Sewer Junction Structure #1 3339.2001 Sanitary Sewer Junction Structure #2 3339.0001 Epoxy Manhole Liner 3339.0002 Epoxy Structure Liner 3305.0112 Concrete Collar 3292.0400 Seeding, Hydromulch 9999.0003 Golf Course Restoration 3303.0001 Bypass Pumping 0171.0101 Construction Staking 0171.0102 As -Built Survey 3125.0101 SWPPP >_ 1 acre 3305.0109 Trench Safety 3301.0002 Post -CCTV Inspection 3301.0101 Manhole Vacuum Testing Basis for Cost Projection: R1 No Design Completed ❑ Preliminary Design ❑ Final Design Spec 3331 13 33 05 24 33 05 22 03 33 00 33 05 22 33 11 10, 33 31 13, 33 31 20, 33 31 21 33 39 10, 33 39 20 33 39 10, 33 39 20 33 39 10, 33 39 20 33 39 10, 33 39 20 33 39 60 33 39 60 33 05 17 32 92 13 xx xx xx 33 03 10 01 71 23 01 71 23 31 2500 330510 3301 31 3301 30 This total does not reflect engineering or technical services. Date: 5/21/2023 Prepared By: DAS Checked By: CTDI l Quantityl Unit I Unit Price 11 II Cost 7,380 LF $600.00 $4,428,000 1,710 LF $300.00 $513,000 1,550 LF $1,750.00 $2,712,500 16 EA $30,000.00 $480,000 160 LF $1,000.00 $160,000 410 LF $300.00 $123,000 10 EA $15,000.00 $150,000 50 VF $1,000.00 $50,000 1 EA $150,000.00 $150,000 1 EA $150,000.00 $150,000 40 VF $240.00 $9,600 2,500 SF $40.00 $100,000 10 EA $10,000.00 $100,000 4,000 SY $5.00 $20,000 1 LS $150,000.00 $150,000 1 LS $50,000.00 $50,000 1 LS $15,000.00 $15,000 2 LS $15,000.00 $30,000 1 LS $10,000.00 $10,000 7,380 LF $10.00 $73,800 11,226 LS $10.00 $112,260 10 EA $500.00 $5,000 11Subtotal Sewer: $9,592,200 ISubtotal: $9,592,2001 Conting! (% +/-) 30 II $2,877,8001 Total: 11 $12,470,0001 The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. Kimley-Horn and Associates, Inc. Client: City of Fort Worth Project: NASJRB Water and Sewer Main Improvements KHA No.: 061018XXX Opinion of Probable Construction Cost IlTitle: NASJRB Sewer Improvements - Part 5 - 24"-36" Sewer Rehabilitation Date: 6/21/2023 Prepared By: DAS Checked By: CTD Line No. I Description I Spec I QuantityI Unit I Unit Price 11 Cost Water 1 3331.2110 24" Rehabilitation 3331 12 3,200 LF $225.00 $720,000 2 3331.2112 30" Rehabilitation 3331 12 3,200 LF $275.00 $880,000 3 3331.2113 36" Rehabilitation 3331 12 6,200 LF $300.00 $1,860,000 4 3339.2001 Sanitary Sewer Junction Structure #1 33 39 10, 33 39 20 1 EA $150,000.00 $150,000 5 3339.2001 Sanitary Sewer Junction Structure #2 33 39 10, 33 39 20 1 EA $150,000.00 $150,000 6 3339.0002 Epoxy Structure Liner 33 39 60 2,500 SF $40.00 $100,000 7 3292.0400 Seeding, Hydromulch 32 92 13 1,000 SY $5.00 $5,000 8 9999.0003 Golf Course Restoration xx xx xx 1 LS $80,000.00 $80,000 9 3303.0001 Bypass Pumping 33 03 10 1 LS $50,000.00 $50,000 10 0171.0102 As -Built Survey 01 71 23 2 LS $10,000.00 $20,000 11 3125.0101 SWPPP >_ 1 acre 31 2500 1 LS $5,000.00 $5,000 12 3301.0001 Pre -CCTV Inspection 3301 31 12,600 LS $12.00 $151,200 13 3301.0002 Post -CCTV Inspection 3301 31 12,600 LS $10.00 $126,000 I1Subtotal Sewer: $4,297,200 Basis for Cost Projection: 0 No Design Completed Subtotal: I $4,297,20011 ElPreliminary Design Conting. (%, +/-) 30 $1,292,800 ❑ Final Design 1Total: 11 $5,590,0001 This total does not reflect engineering or technical services. The Engineer has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known to Engineer at this time and represent only the Engineer's judgment as a design professional familiar with the construction industry. The Engineer cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. ATTACHMENT "C" CHANGES AND AMENDMENTS TO STANDARD AGREEMENT Design Services for NASJRB Water and Sewer Main Improvements City Project No. 104344 NO CHANGES City of Fort Worth, Texas Attachment C PMO Release Date: 05.19.2010 Page I of I —lunm¢D-Cry P j-No.1Dai- NA51R8 Misread Sswer Repl...... b ID Tavk Nama —ion Snrt RrIN ar.axau 3oJ '3Ra 'iwa Sari i3aU isle I Sais 1 NASJRB Wa[er and Sewer Replaeemesds 1650 days Mon9/4/2].........Fr11L2629._--.._.._Gn—Nc2,L0e1_)_Vb�L4a3�_Alcn_P�]._�_W! Notice to Premed 1 day Mon 9/423 Mon 9/423 — 3 Design Managenwnt 10 days Tue 916123 Mon 9/1111M 2 Kick-off Meeting with City 5 days Tue 91523 Mon 911123 S Prepare Sub Contra t, 10 days Tue 95C3 Mon 911 Y'3 6 1 Part 1-NASJRB M" and 16" Water Una Warenause to Trinity River 692 days Tue 91523 Wed 44L9/26 Conceptual Design 86 days Tue 91WM Mon 111124 Dote Callfatian 10 days Tue WSM Mon 911623 2 1 Water Una Alignmerd Study 26 days Tue 9/1923 Mon 102323 -- Alignment Exnilate 20 days Tue 911923 Mon 10/1823 9 1. Ravlw Environmental Infarrudlon 10 day, Tue 9I1g23 Mon 10223 9 13 Property Owner Coordination 20 days Two 911923 Mon 1011623 9 Sit. Ware w Oily 5 day, Tua IW1723 Mon 1 Or= 11 is Conceptual Design Sulanittal 25 day, Tue 1012423 Mon 112723 Tetlmlwl Memo 6 OPCC 10 days Tue IM4,23 Man 11Ifi23 14 . 17 City Review 10 day, Two 1117123 Mon 112023 15 —_ to Ramlve Commenh/Approval from 5 days Tue 110123 272 Mon 113 17 Cey 19 Survey 25 days Tue 112623 Mon 1/124 EI 1 Right of Entry 5 day. Tue 112623 Mon 12/423 16 xi Field Survey 15 day, Tu, 121523 Mon 12/2523 20 22 - Su0m0ll to KNA 5 days Tue 1926/23 Mon 11124 21 23 Pre0har ary Design 82 days Tue 1/2/24 Wed 4R2 24 8 e 1 4 J Prepare $07. Do —Ml 67 days Tue 1/2/24 Wed 4/3/24 r1 25 Set up General Slseot, 5 doye Tua 1/2/24 Mon 11624 26 Plan & Profile Stieob 20 days Tue 1/924 Mon 2/524 25 2i ' D. ait Sl oa. 5 dayf Tue 2/624 Mon 211224 26 ' 2, Sinxdu.1 Deelgn Ddayf Mon 2/12r24 Mon 211224 41 2 19 Tunnel Design 10 days Tue 211324 Mon 2/2624 41 i 2D Pmllirl—y SWPPP 2day. Tue 2/5124 Wed 217124 26 KH Walk Alignmenl 2days Thu Tal24 Fill 'J924 30 1 Proliminary SpetlOmtbns 2days Mon 2/1224 Tue 2/1324 31 KIN ONOC Revlow 5 day. Tue 2/2724 Mon Y424 32,29,2E 3� Rovhlarra 10 days Tue Y524 Mon 3I1624 M ]6 60%OPCC 2tlay. Tua Wl9124 Wed X 24 34 )s City Review 10 days Thu 32124 We 49124 35 31 Submit Plans for Utility Clarence 15 days Thu 4/424 Wed 42424 36 61 i G—ethnical lnvestlg,tlons M days Tue 12/24 Mon 2/1224 rl 39 Right of Entry 10 day. Tuo 11224 Mon 1/1524 ao Field Investigations 5 days Two 1/1&24 Mon 11=4 39 at Sibmall to KHA 15 dayf Tue 12324 Mon 2/1224 40 +: EnWronmersial lnvesagadons 30 day. Tue 1?l24 Mon 2/12/M 6'-1 Right of Entry 10 day, Tue 1/2/24 Mon 111524 �3 Field i—algab no 10 day. T. 1/1&24 Mon 12924 43 Submittal W MA 10 day. Tue 1/3024 Mon 2/1224 44 5 ROW R Easements 27G days Thu 41424 Wed 4/16125 47 Document Prop 10 days Thu 44/24 Wetl 41724 36 to 1day Thu 411624 Thu 41 Me 47 ry Pmpedy M,nagemmqutrament, 41 ROW NegolI tI-s/AcquIAdon 161 days Fd4/1924 Fri 11/29124 48 Order Appnl.ab 31 days Fit 41924 Fri Sf3124 51 Order Ttie Cammdment 31 days Fit 41924 Fit Srl124 92 Order Envinsnmenfal Report (if 31 day, FitW1924 Frt 513124 j headed) s3 Sand Inneducgon Lefler Mil Land t day Fit 41924 Fit 419/24 Owner 9i9 of Riglrta JAppraisal Remlved date i day Mon 6r124 Mon 6W4 0.51.5� 55 Review Apprehalsand Prepare 10 dayf Tue 61424 Mon 6/1724 54 Initial Offer 56 Pnownt Initial Offer to Property Iday Tue N1624 Tue SIM24 55 Ownm Roleea NAVM—wmtl m ata.w vy.e s.mm.y r-- --s x.m..0 .nw. ti L-_. _. _ m s.an+4' [ .m. .. v.. ". ♦ as.M.l nq T • v w 4iM � w.i4 s. m.na.Wa m I•w m 2 m.m.l nn.wn. rmin.. Dam: on 6/26/23b Page 1 of 3 Attadlmvnt D -CityP jed No. 1043" NASJRB Water and Sever Replacemrin ID fide Nun. Dun— — 'R— ---ems ie24 11003_,L—Ok3 xes :exa I_CttL)_Wc1�Qv1_Ole: xoxx ' 24A dt j_grJ�grS_ 9] ..—...—Ne91flxbe Acd"nm Parlod........._ 40daye Wad Ill 924 Tut B/1324 56—i— 1 Qn�w—L—g ��50.1 o_.i on, Qvl�Qo Qk x__1_74.1 ov a glt' Gtti�_Qttl 5! Pmsant Feet Mier to Pmprly 1 day Wed 811424 Wed Bh 424 57 Owner 59 Conduct Final Negotiation. 22 tlaya Th.WW4 Fri 91IN24 58 (Accepnnm/ReJedbn Period) 60 Pmpare MSC for Pumhav (8 5 days Mon 9/1 (W4 Fd 920124 59 a100K)1 ...mimtbn 61 Revbw MBC for 5 day. Mon 92324 Fri 92724 S0 PurchasNCondemnatlon by PM 53 Condud MBC Proms,- 40 deya Mon 919024 Fd 11/22/24 61 Building/Land Pumh tav/Ea—ru 63 SuSmR D--bi, to We Co. for 5 days Mon 112924 Fd 11M24 62 Cbsabul ._.. ..._6e Conduct M&C Process for 40 days Mon 913M4 Fd 11/22J24 fit K 1,I& Apnatlon O days Fd 112224 FM it/2J24 62 1� d..WConld.—.tJon K Suamd Conda..Wn packet to 1 day Mon Sr324 Mon 92324 60 Legal Dept. 61 Conderraradon 103 days Mon 112624 wed 4116126 64 1i P.—I ing 20 days Mon 12224 Fri17J2724 49 14 NASJRB Parma 20 day. Mon 121=4 Fd 122/24 io Final Design 207 days Thu V/ 4 Fd V17125 3fi l6 Prepare 901, DecumerRs 40 days Thu-4 Wed 529124 Tl Cover/Loyaul Sheets 3day. Thu 41424 Man 41124 1 Ie General Not-Spirdlc Netes, 5days Thu 4/424 Wed V1024 s Sequencing Sheen 79 LowtloNEuemtnt Map Shesn 2day. Thu 4'424 Fri 4524 1 I Pt n6 Pronto Sheet. 20 day. Thu V424 Wed 51124 t Shut -Dorm and Sequending Shoot(,)5 days Thu 5 V24 Wed Sta124 80 62 OenO Shoals 10 days Thu N4124 Wad N1724 ■ 61 T.M. Control Plan Shoats 10 days Thu 4/4124 Wed 411724 M 90%Spusnoatlons 15 tlaya ThU NV24 Wed N24rN 90%CPCC 5days Thu 92/24 Wed 98124 80,84 e Welk Alignment 5days Thu 92/24 Wed 51"24 80,84 e7 ON CRevbw 10 days Thu 5=4 Wetl91524 80,84 ae Revnlens 10 tlaya Thu916124 Wed 5Q924 87 a5 Fins! Design Package 10 days Mon 12MM4 Fit 1110125 T6,73 5e Submit Final Design Paokvge to City 5 days Mon 12J3D24 Fd IM25 91 Suam4OPCCtoM BEIor 5days Mon 12130124 Fri 1 25 C.—r:b.o Goal 6x City Rovlew 10 days Mon 12/30'24 Fri 1/1 C25 as 93 Flne!Cansrrucd- Docvmenn 5days Mon 1113MS Fd V17125 89 - Package at Su0mB Fins! ConaL Dom to City 5 day. Mon Ill 325 Fri 111725 9s CBy Approval 5days Mon 1/1325 Fd 1117/25 K Bidding 34 days Mon 12025 Thu 511525 93 it, Ad.rtnamrd 29 days Mon 12025 Thu 22725 rl Bid Advedbemenl 3 tlaya Mon 12025 Wed 12J25 '. 99 - AM.Mvement Period 20 days Thu 12325 Wad J1925 98 too Hob P-114 M-1ng 1 day Mon 1=111 Mon 12025 99FS-25 fol issue Addenda (Ad needed) 5days Tue 1/21/25 Mon 12725 100 taz Bid Opaning 0 days Wed VI925 Wed 211925 99 ♦ 2/19 1■ Revbw BIts-Bid T.W.W. and 6daya Th. V20125 Thu 22725 102 Select Contractor 'de MWBE Documenn0on 11 days Thu 220/25 Thu 3M25 too SuSmd MWBE Compllanm 5days Thu J2O25 Wetl J2fi25 102 Dam,mart, 1K Revbwvnd Approve MIN E 6day. ThU JZ712S Thu 31625 105 Camp0anoe Damnerds MBC Process 22 days Th. VN25 Mon 417/25 1m She MBCProm.-Conatructlan 0day. Thu 31625 Thu 31625 105 1. MC Prom. 22 days Fd 317/25 Mon 4/725 100 I � "- ne l Award Conrad - ConaWNon 0day. Mon N25 Mon 4)7/25 109 4/.y srelecc WHtB Wa[er and 1.•t ♦ .fie%.— t_. __ __t wm.. morn. M.,u•1T•n a':-.. _ � M•n.4 s.mnun—, --* [ rq.m•li.•b Dw6M ♦ Mmwl lnn.0 bmr Repbcemene sot. ............... suv/ B'1 Ism.. T.0 in.m..;.mm.n wnwne.h -" M.n.4 s.mm.n �1 8nwwµ ] w.m•IMilni.n. 4 xi.sno Pete: Mon 612M Page 2 of 3 Attachment D -Gty Proj.a No. 1043" NASJR3 Water and Sews Replacem.nv Dion tt1 - Contract Exctrum 28 days Tue 41825 Thu SMS25 x Aware Contras-Construdon II days T.. 41825 Tu. 42225 110 i13 Holday 12 days Wed 42325 Thu S/82s 112 11. ma Ea«ut. ComDowment, ti F, ) 5 day. FM 51925 Thu S/1525 113 11s ' c.enstrvetlon 221 days F,15116125 Fd 32026 116 Pre{onsOVNonANvltles 26 days Fd 511625 Fri N20125 11)'I Dhidbule Ea.oul.d Conhaa 5 day. Fd 511625 Thu S/d25 114.113 D...am. to Construdon 11e Hold Pre-Consbuc.on Meeting with 1 day Fd 52325 Frl 55 117 232 CorRtsam tt9 Issue Notic to Pmceed for 0 day. Fd 5=5 Fd 5=5 118 Ctnrn, on tm ft. Pub6CMeeting- 1day Mon 52525 Mon 512825 119 Pre-ConotruNan to SubmRels and Approval. 20 days Mon 52625 Fri 62025 119 is I Construction Contract 215 days Mon 52625 IF =CM _...1. / Camirudan 200 days Mon 51252S Fd 227/26 119 ...iL Final Inspealon 15 day. Mon 3226 Fd 32028 123 to Construct- Phase Complete 0days Fd 32026 Fri 72CF215 124 IM q.seout 28 days Fd 321128 IN 42929 In Closeout Report and R.A.. 28 days Mon 312326 Wad 429/26 ... _m... Submtttals (Projed Cloxoul 10 days Mon 3226 3 Fd 4/326 125 Doalm.natlon) t9 Ca hoed RecordlMon 15 tlays Man 41626 Fd 424126 128 ..__ t3o Project Acre ptatica (Aeoeptenea lday Mon 42726 Mon 42728 129 Letter) 13t No'U. of CompltbNGreen Sheet 0day. Mon 42726 Mon42726 130 Cox -Out Raped and Ravlew 2days Tu.N28.26 Wed 42926 131 Iv As8ulll Survey 6 days Mon 32326 Fd 312726 13r A>Budt Survey Sulays Mon Y2328 Fd 327P25 125 " 13s Mapping 20 days Mon 32a26 Fd 42426 ._13c Mapping 20 n on W3028 Mo Fd 42426 134 i3y AsBuilt Plans t0 days Mon 313026 Fd 4I10126 tv As Ht Plans 10 days Mon 313026 Fd411N25 134 tM Eaxntent Abandonments .days Fd 32026 Fd 320M v. Perwl lD-TED 0day. Fd 32028 Fri =0126 125 1.1 'u2 Part2-11-1- 2.'Wa1.1 Line Trintty 948 days Tue 916IZ3 Thu 421/27 Crossing River to SH-10 18 Conceptual Design 86 days Tue 915123 Mon 1/124 t.e lI Data Coiled- 10 days Tu. 9/523 Mon 9/1823 2 t16 Water Line Alignment Study 26 days Tue 9119M Mon 102323 ...�8 Alignment Eshlate 20 days Tue 9t1 S23 Mon I011 W3 144 ....i<�... Property Owner Coordination 20 days Tua 9'1923 Mon 1O11623 144 tm St. Mott W City 5 days Tue 10/17/23 Mon 102323 146 Conceptual Design Sl--1 26 days Tua t02423 Mon 112723 150 T.chnlul Memo 6 OPCC 10 days Tue 102423 Mon 11/11M 146 151 CM R111— 10 daya Tua 11. Mon 11. 150 15i RIFF. Commente/App..l from 5 days Tue 110M Mon I12723 151 Ctty to I Survey 25 days Tue 112923 Mn 11124 tSr Right of Entry 5 daya Tue 112823 Mon 17y423 152 i56 Field Survey 15 day+ Tue IMM Non 172523 154 -tsc- Submittal to NHA 5days Tu. 12/26/23 Mon 11124 155 in Prellminary Design 82 days Tu a lIV24 Wed 424124 143 �Se Prepare 90% Documents 67 days Tua 1I7/24 Wed 4I324 I Set up General Sheets 5 days Tu. 1/724 Mon 1/824 t W Pon 6 P.M. She- 20 days Tue 11924 Mon P1524 159 i 61- Detail Sheets 5day. Tu. OWN Mon 2/1224 160 IY.. Structural Design 0 days Mon 211224 Mon 211224 175 JJJ1 Tunn.l Design 10 tlays Tue 2y1324 Mon 22524 175 Preliminary SWPPP 2d y Tue 2/6/24 Wed 717/24 180 tits RHA W.11t Nignm.M 2days Thu 71a24 Fr12J924 164 ftl—NA MW—and i.n ru.m. ♦ amp s.mm.r Svtm Reputmana oac Mon wz26 [ from. .n. ...4n. ♦ M.nrl we�.0 Anachment D - Oty Project No. 104344 NAB1RS Water and Sew. Replacements ID TW Nam Duna. Nat FYI. Ort4. Pngmiary specifications 2 days Mon 2/1 Z24 Tut 2/1324 165 KHA. OP/QC Revlew 5 tlays Tue 2/21/24 Mon 3/424 162,163, R.,W— 10 drys Tue 3/524 Mon &1824 167 Ba%OPCC 2days Tue&1&24 Wed V 24 168 Cay Revew 10 days Thu 30124 Wad 4324 IS Submit Plam for Utility Charente 15 days TNu 4/424 Wed 4^24 1M to " G.es-hri Inv♦sttgadons 30 days Tue 12/74 Nan 2/ti/24 .,.in Right of Entry 10 days Tue 1/224 Mon 1/1524 1_4 Flald Inv,aDgotlans 5 days Tue 1/1&24 Mon 1=4 173 179 I Submtttal to KHA 15 days Tue 1/2324 Mon 2/1224 174 171 Ar,heaegi al Invss69e0ons 4e daye Tue 1=4 Nlon 226/24 "in Right of Entry 10 days Tue 1/224 Mon 1/15r24 "i8 Field I—aga0ona 20 days Tue 1/1&24 Mon 211224 177 179 " Sonittal he KNA 10 tlaya T.. 2J1374 Mon 212624 175 ROW &Ease—.. 27D days Thu aa24 Wad 441626 tm Daorment Prep 10 tlays Thu a424 Wed a1724 170 1A2 Submft Eaasmvnt Raqulr,manh to lday Thuat&za Thu a1B24 181 Property Management 1N ROW Ne9otls6dnWAcqu1s1tlon 161 days Fd 411924 Fd 112924 192 1N Ordin ApPlalsols 31 dsya Fd a1924 Fd Srl124 6 . OraTitle Commitment 31 days Fd a1924 Fd So 24 us Order ErAnnnnntel Report(d 31 dsya Fri .19124 Fd 53124 needed) Sand Introduction Latter y4M Land 1day Fd a1924 Fd.1924 II Ovmar BIaiof Rights 1I :J Appr,Z Rev,d dote 1 day Mon..4 Mon B/3124 1 "a.B5 i Revlew Appraisals and Prepare 10 days Tue&424 Mon&1724 188 Inilbl Off. 190 Present Initial Offer to Property 1day Tue&1&24 Tits &1&24 189 Owner t. Neg.latioNAmptaned Period 40 days Wed &1924 Tue&13/24 190 "t Present Final Offer to Property lday Wed 8/1424 Wad&1424 191 I li Owner 193 Conduct Final Neg,loul-e 22 days Thu &1&24 Fd 9/1 W24 192 (Acmptana/RoJ•etlon P,ded) ..... Present M&C for Pu"dlase if 5 tlaya Mon 911624 Fd 92G24 10 >10019yCondemnatbn tsS Rev*" M&C for 5 days Mon 921R4 Fd 92724 194 Pvcttase/Condemnation by PM t% Coeduct MC Phase- 40 days Mon 9r3024 Fri 11/22/24 10 Balding/Lend Purehase/E—chant ta7 Submd Doamenh to till, Co. for 5 day, Mon 11/25/24 Fd 11/29/24 195 Cbaebut 1■ Cond es MC Process for 40 days Mon 90t124 Fd 1112224 195 COMemnaeon 1. MSC Approval for Land 0 days Fd I l2724 Fri 112224 1- PurdloealConde lint Submk Candneratien paofcetto lday hen Sr2=4 Mon 92324 194 Legal Dept. ]. I Condanna6on 103 days Mo 1IMS24 Wed at&25 t9t P,Dnlffing 260 drys Edon 11221 Fd 11/2625 te],fl6i :m 40B Perm0 260 days Mon 1212124 Fd 1128r2S 1. Final Design 447 days Thu 11424 Fd 17719r25 17D Zoo Prepare 90%D—sherds 50 days Thu 41424 Wed&1724 xtI Cover/Layout Sheah 3days Thu 4424 Mon 4l&24 " i+7 General Notes/Sped9c Notes, 5 days Thu 41424 Wed a/1024 Soquonclnq Shashi"2O LoatioNEa--rent Map Shaeh 2days Thu aa24 Fit .4 2t, Merl Profile Shasta 20 days Thu aa24 Wetl&1/24 7t5 Shut -Down and Sequendng Sheet(s) 5 days Thu 5=4 Wed&824 214 Tunneling 10 days Thu S224 Wed &1524 214 Detail Sheers 10deys Thu a4/24 Weda1724 211 Tiefflc Control Pia"Shaoh 10 tlays Thua424 w.da1724 "xH 90%Sped0a0ona 20 tlays Thu aa24 Wed&124 ail 90%OPCC 5days Thu&1624 Wed Sr 24 214219 Project NA UWater and a� M4eela elq.e9.mmry r '1 Nm.. Minn. 6� ww43ulemFryaes .stalls [ aumY7.b DaM TW ♦ Ma.4id Sus. Rapbcomoms spk ............... S..ery ��1 Ima,eTalY la♦w smeary I I pn.n..J Maa43ul.ry �1 niMalry 3 pewdMYra O 'ur- Dete:Mon &zr,23 Page4of3 w Walk Allgnmeni" �- _--5days ThYS/162a Wad 5=4-214,219i _1. — o QC Review 10 days Thu 5•1624 Wed S2924 214.219 Revlslors 10 days Thu 5/3N24 Wad 611224 222 R4 Final Design Package 10 days Mon 12/125 Fd 12J7225 207.210' .s Suomt Final Design Package to City 5 aye Mon 12/125 Fri:2/S25 ae Submt OPCC to Mr WBE for 5 days Mon 17JI125 FN 2/525 Co.truc0on Goal City Review 10 days Mon 12/125 Fri 12/12/25 Z3 Final Conseudion Do in— 5 days Men 12/1525 Fri 12/1925 224 Package Submt Final ComL Do. to City 5 days Man 12/1525 Fd 17/1925 :34 City Approval 5 days Mon 1211575 Fd 12JI9125 Bidding 24 days Ben 122225 Thu 411626 228 }3i Advar6semerd 29 days Ben 122225 Thu 112 12 " z33 Bki Advertisement 3 days Mon 112725 Wed 12/2425 .._ Adver0eament P.M. 20 ays Thu 12/25/25 Wed 12126 233 /3s Held Pre -Bid Meeting 1 day Mon 1222/25 Man 12/2725 234FS4 :36 Issue Addenda (As naadsd) 5 tlays Tua 1Z23/25 Men 12 t2925 235 .1 Bid Opening 0 tlays Wad 12126 Wad 12126 234 "21e Review Bids- Bid Tabula5am and 6days Thu 1/27/26 Thu 12928 237 Salad Contrador MBE Documentation 11 days Thu 1/22/26 Thu 21526 mo Submt MWBE Corti 5 days Thu 12226 Wad 12525 237 Do—.., "2n1 R-rind Approve MWBE 6daye Thu 12W26 Thu 21526 240 Compiler. DawmarRa mac Process 22 days Thu 215126 Ben 3n/26 3 Stan MSC Pro.ss-Cmaoucdon 0days Thu 2/526 Thu 2/526 241 MSC Pro.. 22 daya Fit 2/B28 Mon 3/926 243 ze5 Award Conrad -Construction 0days Mon 31r26 Mon 3l9/26 2. 6 Can -.Execution 29 daya Tua 3/1026 Thu 4MG26 Award Conrad -Consrudior 11 days Tue 31028 Tua 32426 245 29 Holday 12 tlays Wed 32526 Thu 4/928 247 :49 Execute Conned Documents (CFW) 5 days Fd 4/1025 Thu.1626 248 ConsVuctlon 237 days Fd4/1726 Mon 1151V Closeout 29 days Men 3/1527 Thu42227 T _7e Pad 3-NASJRB 16' and 12' Water Um 726 days Mon 31325 Mon 12/1327 Pumphroy Dr to Lockheed Blvd Coneeptual Design 90 days Mon 3/125 Fri 7/425 1m Dole Callecbon 10 daya Man 3`3125 Fr111425 2 :et Water U m Aligmnent Study 25 days Mon 11725 Fri 4/1t925 Allgnmant Es Itfla 20 days Mon 117/25 Fd 4/1125 280 Review Envroru Mal lydomatian 10 days Mon 311725 Fri 32125 211 Property Owner Coordination 20 days Mon 3n 7125 Fri 4/11/25 280 Ste VISM W City 5 days Mon art 425 Fri 41625 2a2 Conceptual Design SubmttO 25 days Mon 42125 Fri 5123M Tedmi.l Memo & OPCC 10 daya Ben 42125 Fit 52/25 285 me City Review 10 daya Mon. Ftl Sr1625 287 2a9 Recvlva CommeratApproval from 5 days Mon 511925 Fri 52125 258 CRY 29a Survey 30 days hen 52625 Fr17/425 M Right of Entry 5 daya Mon 52625 Fri 513025 289 292 Field Survey 20 aye hen 65 22 Fit 62725 291 >m Sutimttal to ICF1N 5 days Mon MM25 Fri 7/425 292 291 Preliminary Design 93days Mon 7225 Wed t012925 279 295 Prepare 60% Dmumorns 6a days Ben 71725 Wad 101825 2% Set up General Sheets 5 days Mon 7/725 Fit 7H 1125 Pen 6 P.M. Sheets 30 days Mon 7/1425 Fri 82225 296 29s Debit Sheets 5 days Mon 82525 Frl =925 297 299 Structural Design 0 tlays Ftl -I—Fri 11— 312 sad Tunnel Deagn 10 daya Mon 8/1825 Fri 82925 312 P 1.e AS. vv and inl >s Ma..mn ♦ emya s.mmery Sow. R2menns D.¢ Moen n w2623 Y-S Imw. Mi.mrw Mnu. ... trm�s.mmq I Mn�nnanh Aesdunsnt D - Gty Project No. 10a344 NASIRO Water and Sew. Rapliet—rats f-1 ♦JV15 1eaa�a� .nui s.mmery aelYp nnanh Mnmia.m ry r—� FnMa,Jr Page 5 of 3 [ am4r..Y ow n. ♦ enwl R.em.. 3 wam.1Mbponr Pe Attachmem D - City Pro- No. 104344 NASJRB Water and Sewer Raplacamams -ID T«k Nun. puwtlon -2Eaya-—Mon82525 start nnlm era•««.:m 30:a im .vt• M^1 12a2a im 3a1 Pnlhnrnry SWPPP�--- Tua BIM/25 2B7 R WeIk Ahgnmanl 2day Wal62725 Thu M8125 301 PrWindir try Spad6ostona 2 daya Fit 02925 Mon 9M25 302 3M KHA 0A/OC Ravlew 5 daY+ Tua g?J25 Mon 91825 299.3011 303 Ravbom 10 tlsya Tue 9/925 Mon 927P_5 304 306 60%OPCC 2deys Tue 92325 Wad 92425 305 3m CRY Ravlew 10 tlaya Thu 925@5 Wed lQW5 306 309 Submit Plana for I1tMMy Cla idat— 15 days Thu 10925 Wad 10!Mi 307 3P� Gaotmhnlol lnvesdgaflons 30 days Mon 717126 Frl W15M rl 3iC Right al Entry 10 days Mon 71725 Frl 7/1 W25 311 Hold lnvaNipatlom 5day Mon 72125 Fd 72525 310 312 submktel o KHA 15 day. Mon 72825 Fd W1525 311 313 Environmarrad lnv Vidions 30 ay. Mon 71725 Fd Wl5 r7 - Right of Entry 10 day. Mon W725 Fri 711925 315 Raid Invosdgallans 10 day Mon 72125 Fit8/125 314 316 ',', SubmMhl to KHA 10 daya Mon W4125 Fill 811521 115 31T ROW 8 Easemams 270 day Thu 1019125 Wad 10/21/26 31e D—rd Prep 10 days Thu 10I525 Wed 1027R5 307 its SubmM E—chant Raquken■nleto 1 day Thu IWZ 25 Thu 102325 318 Property Managemoni 3xp ROW Nsgolo8ons/AcqulAbon 161 day, Fri 10/24125 F. G526 319 339 Condermabon 103ay. Mon 6/126 Wed 10/21/26 335 �1 339 Fib Condemnation Pollbon in Court 1 day Mon 6/126 Mon Wl26 3a Coldamno6an P... 87 day Tua 6226 Wad W3026 339 3.1 Court Haadnp and Awem by Cornmbalcnom for Acqulslben 5 day Thu 1111121 Wed 111121 340 3a2 Condud DeposM Check Into Raglstry 10 daya Thu 1018'26 We 102126 341 of Mr! for Posseadion !■ Acqulalban Complele 0 days Wool 102126 Wed 102126 342 • 10/21 J4 Pamdeing 20 day Mon 61=6 Fd 713129 320 161 !as P« NASJRB mM 20 daya Mon 6O26 Fd 7=6 iml Final Daslgn 207 day Thu 101925 Fri 7/24/26 307 L) Prato-90% Documents 50 days Thu 10I32S Wad 12/1725 r Iva Cover/Layout Shsab 3 day+ Thu IW925 Mon 10/1325 319 General N4tes/SpodOC Nalas, 5olay Thu 10/9'25 Wed 1CM525 Soquenolnp Shoats ]sp LomboNEasemenl Map Sheets 2 day. Thu 10IS25 Fill10/t0125 35t PIon6 Pro01e Snools 30 days Thu 10.. Wed 1111 g25 s Shut -Dorm and Sequandng Shoal(s)5 days Thu 11120I25 Wad 112625 351 3s3 wtaM sneer rod.ya Tha111/m wed IW17l15 ■ ..ss+..' Trans Control Plan Shasta 10 days Thu IO/925 Wed 1nr200S 90%spadOmtlone 15 day+ Thu IOIW25 Wad 1Drz925 ]Sit 9D%opcc 5day+ Thu 1120/25 Wad 1112625 351,35 ml Walk Allgnmanl Sit Thu 11/1025 Wait112625 351ASS n4 OA/OC Rave. 10 daya Thu I l2NE We0 12025 351.355 J59 R-Wons 10 day, Thu 17J4/YS We 12/1725 355 Final Daslgn Package 10 day. Mon T/B26 Frl 7/17l26 344,34 Rl SubmM Final Dealgn Package to City 5 olays Mon 7/626 I'd 711 N26 .Mi Subm9 OPCC to M BE for 5 day Non 71626 Frl 711 D26 Cc mbucbon Goal 363 City Ravlew 10 day, Mon 71025 Frl 7/1726 ■ 361 Flnol C—uudion Documents 6 day. Mon 72026 Fri 7/SM26 360 Package J65 Su0m0 Final Const. Dace to City 5 daya Mon 72026 Fn 724126 3b6 - City Approval 5 day. Mon 720/28 Fri 72425 .._w� Bidding 72 day, Mon 72726 Tue Ilf3126 394 3se AdverOsemenl 29 day Mon 72726 Thu 9/326 r1 3M _. Bid Ady,01—nl Ativortlaomont Podod 3day 20 day Mon 72728 Thu 7/3026 Wad 72926 Wed 82626 369 371 Hold Pre -Bid Waiting 1 day Mon 72728 Mon 72726 370E mI Mudd Addend (As need) 5 days Tue 72826 Mon 87328 371 %o)ecb NASIRB Wat«•ntl TW ^� s N.uni. ♦ ngwwmm.) TY Mm..mMmlw own M wlud)ns tail wnrlwmm.a wWv .�mmh [ urvm.l'.rrs I. ♦ .m+I Navmo $error Ranlacammb sdrt ............... summ.) �� InepnfiA Lxmw Summit I u o.nwnanh M«u•summ.n t� Fronor; ] W.mrl NiMn. !. Nu9mo pate. Mon W2623 Pape 6.43 ID Tus rune Oundm Start Flnaa --as 3y3 Bld Ognln9 0 tlaye Wed 02826 Wed fl2626 370 374 Ravbw Bids - Bid Tal IM—antl 6days Thu Br2726 Thu 9W-5 373 Salad Contractor MBE Documantatlon 11 days Thu s2726 Thu MOAN - Submit MWBE Compliance 5days Thu 82726 Wed 9/J26 373 Do--- 3n Revlew and Approve MWBE 6days Thu 9r326 Thu 9/1026 376 complbnce Do—rts ale MBC Process 22 days Thu 5/10126 Mon 10/1226 StsR MC Process -Construdb- 0days Thu 911O26 Thu 9110126 377 -- MC Procea 22 days Fd 9/1126 Mon I011228 379 Award Cantrad-Con—ellon Odays Mon IMZ25 Mon10/1226 380 3R Contract Exacudon 16 days Tue 101132B Tue 111326 3m Award Contrail. Construction 11 tleys Tue 10/13128 Tue 102726 Ml E—ule Connect Documents (CFW) 5 days Wad 11312826 Tue 117328 383 3,5 Cunstruetlon 261 days Wad 111426 Wed 1=27 3e6 ProLonalructlew Activitles 26 days Wed 111426 Wed 17IN26 3m Dtstrlaute Executed Centred 5 days Wed 111426 Tue I IM ! 26 354 11 —rRa to Construct- les Hold Pr Conahucton Meeting with 1 day Wed 1111126 Wed 1111125 387 Contractor lea Issue Notice to Proceed for G days Wed 1111126 Wed 1111128 368 Corntrrrcton m Nals Pubic Meetln9- lday Thu 1111228 Thu 1111226 389 Pro rharuction 391 SUCmlttab and Approvals 20 days Thu IllIZ25 Wed 1J928 389 Sal - Construed- Contract 266 days Thu MUM Wed 111L27 313 Construdlan 240 days Thu 11/1J28 Wed 10/1327389 Final lnapedlon 15 deya Thu lWl4127 Wed 111327 393 1. Caredroct n Phase Comdem 0 days Wed I l 3/27 Wed 11(!27 394 _-3a6 Closeout 28 days Wed 11MM Mon 1J7327 Closeout Raised and Review 28 days Thu 11/4127 Mon 17J73/Z7 ._39e " Suemlmle (Project Closeout 10 days Thu 11/427 Wed 11/1727 395 Documentation) 30l Conrad Reconcllat.h 15 days Thu 11/18/Z7 Wed 1J827 398 aoo Pojed Aseplonce(A—plenco 1day Thu 1J927 Thu 12MIZ7 399 Leger) s, N.U. of Completion/G.- Sheol 0day, Thu 12JSrZ7 Thu 121927 400 a0. Close-out Report and Review 2 days Fd 1211O27 Mon 1211327 401 a63- A Bu18 Survey 5 days Thu 11/4127 Wed 111101ZT A,-BUIll Survey 5 daye Thu 111427 Wed 11/1027 395 Mapping 20 days Thu 1"IZ7 Wed 1=7 Mapping 20 deya Thu 1111127 Wed 12827 404 As -Built Plans 10 days Thu 11It11A Wed 11124127 Aa-Bullt Plana 10 daye Thu 11/1//ZT Wed 112427 404 4. Ease MAlrandonmmts 0 days Wed 11/3/21 Wed 11MZ7 Parcel ID-TBD 0deya Wed 11/327 Wed, IM7 395 Part 4 -36' Parallel Sanitary Sewer 826 days Mon 1/526 Mon 31.21 a13 Conceptual Design 90 days Mon 115126 Fri 6/826 la Dot, Coiled- 10 days Mon 1r52B Fd 1/16/26 2 Sanitary Sewer Alignment Study 25 days Mon 1113/26 led 220/26 .15 dt6 Allgnrnent Eahltsts 20days Mon 1/1926 Fd J1328 414 n Review Envlronhartll information 10 deya Mon 1/1926 Fill M/ 6 414 n e Propwn erty OerC-rllnallon 20 days hen 111926 Fd 211326 4t4 4 Ste visitW City 5 days Mon 211628 Fill2/2D26 416 m Conceptual Design Subm81a1 25 days Mon 22326 Frl 3W26 42t Technical Memo B OFCC 10 days Mon 72326 Fd W626 419 dzz City Revlew 10 days Mon VMS Fill 32026 421 m Receive CorNnens/Approval from 5tleys Mon 321126 Fri 32726 422 CM to Survey :day. 3130/26 Fri 51826 Right of Entry S deya hen 37l028 Id 47328 _ 423 1o1a[14 SM Water and TM Ma.m� • vrgaivmmry 1�-t rn.m.. rnl.m�. bmm Rspbramonu saint ............... rummy �� Imnneiu t�.m..;vmmvn DeK Mon 6/2623 AMOrnern D - City Project No. 1043" NAS1R8 Water and Sawa Red. —inch iu4Tus ar>! mvi3umm.n MIYP unanb C emvli..1. a.4na • mrl Mpnu o wmmnenb ae� Mnu4 wmm•n 1� 6nYwdv ] taem.IMM1mn O el.sn. h9e 7of 3 Attachment D - City Projoct No. 104344 NASIRB Water and Sawa, Replacements ID ink Nene Duntlen 5nrt Rnidl PMaam,ym 1C4 :o•s :o:e _. ....._... _._gh..._.1_tan P.a ......c axs __.......—.—..—. Fl.ld Survey 20daya 4/0 Nan 76 Fri 5/126 425 +zr Submatal to KHA 5 daya Nan Y426 Fit5Ie.26 a M Pre0minary, Design 83 days Mon W1129 Wed 9226 413 ... .. Prepare 60% Dice —ins 68 days Mon 5111126 Wed B]77126 ...430... Sat up General Stash 5 days Mon SH 126 Fri W1 Y26 Plan & Pa0a Shea. 30 days Nan 5r1826 Fn 62&28 430 <1- Detab she- 5 daya Mon 62926 Fd 71328 4 11 ._ .. Strucluml Design 10 days Mon 62726 Fit 77325 446 .. Tunnel Design t0 daya Mon 622/2B FA U3,26 446 i3s Prvllminary, SWPPP 2days Mon 62g28 Tue6MD26 431 <36 KHA WWk Allgnmvnt 2days Wed 7r126 Thu 7226 435 �31 PmlMlnary SpadBalams 2 days Fit 7r326 Man 7/626 435 <39 KH4 CA/QC R.A- 5 days T.. 717M Mon 711326 433,434 -A9 R.vhion. 10 days Tue?/l425 Mon 7W25 435 80%OPCC 2days Tue 7r2826 Wed 7292E 439 City Revl.w 10 days Thu W30/26 Wed e/122B 440 .... Submb Plans for Ut90y Cloannco 15 days Thu 8d1326 Wed 9226 441 ....y3.. Geotscnnleallnvaabgabons 30 days Mon 5/1126 Fri 611926 ...� Right of Entry 10 days Mon 5r1126 Fri 5r'226 , .... s... Field lnvastigini— 5 days Mon 52526 Fit 52926 444 4Cfi Submlltal to KHA 15 tlaya Mon 6H 25 Fit W1 W26 445 ...w� Environmental lnvesbgadons 30 days Mon 511126 Fd W1926 wa Right of Entry 10 days Mon 511128 Fit 5=6 w9 Field I ... sbga0om 10 days Mon 52526 Fit 6526 448 aso Submittal to KHA 10 tlaya Mon Sws Fri BH926 "a +n ROW &E—crams 270 days Thu W13/26 Wed WW27 au De—rit Prop 10 days Thu 811 W5 Wed 62626 441 as3 Subma Easanrenl Requkeman. to 1 day Thu 82726 Thu 82726 452 Property Management ...ate . ROW NegatWfl ns/Acquisibon 161 days Fri arms Fri 41927 453 <ss Order Appresela 31 tlaya Fit 82826 Fit 10928 456 Order Tl0e Commitment 31 days Fri Br2828 FrI 1d928 6i- Order Envlanmen.l Report (If 31 days Fri 82828 Frt 1D926 n.W.d) .....39-I Send Introduction Lefts v Land 1 day Fri a2828 Fd 82826 BIOofRlgisal Raoalved data Enkik's, 1 day Mon 10'1226 Mon 10/1226 455458 wAppraha.and Pparo 10 daya Tue1Dr1326Mon 102828 459 Offer 4a1 Present Initial Offer to Paperly 1day Tue 1OW25 Tue 1D2726 415D � Orm.r 4¢ NegoBatioNAaeptance Period! 40 days Wed 1O21128 Tue 1=6 411 4m Present Flned Offer to Property 1 day Wed 122326 Wed 122326 462 a�61 Omer COMuct Final Negotiations 22 day. Thu 122428 Fit 127127 463 (Acceptance/R.Jacmn Period) Prepare M&C for Pu—se (If 5 day. Mon 12527 Fr112927 464 110DIQ/CCMemratan +6s Revlew M&C for 5 daya Mon 2r!27 Fri 2r527 4b5 Purchaa/Condemnetlan by PM a6] Conduct M&C Process • 40 day. Mon 2M27 Fri 4227 tG6 Building/Land PurchaarE... mant .. Suburb Doeumanft to title Co. for 5 days Mon 4`5W Fd 4192i 48/ Caseaut ifn Conduct M&C Pr — for 40 days Mon 2MrZ7 Fr1421I/ 466 Candi-r, abort M&C Approval for Land Gday. Fri VV27 Fit 4227 461 Purct..WCondemnadon m SubmB Condemnation packet to 1day Nan Z127 Mon 2/127 455 Legal Data. , ...:R' Condemlatlan 103 days Mon a527 Wed elm 4q File Condemnation Petition In Court 1day Man 415W Mon 4M77 ..n .... Candemnaban P.— 87 days Tu.4/627 Wed W41V 473 3n- Court Hearing and Award by Commbaaneh for Acqulsl2on 5day. Thu&Y27 Wad 6H 127 474 Ro'ect NAVP6 Wrtw and nay M1mron Pmpeaummm] ,—I • r. Ml.mn M.nd T4 .__. .. Mvn43ummue Ha.P sun..nM1 [ fmmdiN. ONin ♦ M.nWlnaenn ]ne ♦ aim L—1 Sower Raplac vnis start ............... summ.y r1 Inn.. ].0 In.m.. sum n c wnrona.q __._.-..� mmu45um n r �I r-0, 3 gn.m.IM6eene 6 Pn9^o Date. Mon W2623 Page 6 of 3 m Acq,kaban Complote 0 days Wad 82527 Wed 6 W 476 P.hyded.g 20 ay. Thu 82627 Wed 9127/27 472 NASJRS P—R 20 days Thu 82627 Wed 92227 W.—vllaw P..n 20 day, Thu 82827 Wed 9= rot Flnal Design 305 day, Thu 211326 Wed 1011312T 441 Prepam 90% Documents 50 ay, Thu 8113126 Wed 102126 .. Cover/Lay,U Shoots iday, Thu B11326 Mon Wl726 +e+ Gonaml Nin-SpotlOc Notes, 5day. Thu 8'1526 Wad 811926 Saq...og Shea. 465 L-1wl—rhant Map Shoe. 2 day, Thu SIMS FR M1 26 4e6 P■n& Profile Shoats 30 day. Thu 8/1S2B Wed 92328 +n Detal Sheet, 10 day. Thu BIMB Wad 6(2628 Traillc Control Plan Sheet. 10 days Thu WIN28 Wad 82828 4p 90%Spetlfimtlwa 15 day. Thu WIT26 Wed 9228 a■ 90%OPCC Sdayf Thu 924r28 Wad 9302fi 486,489 4m Walk ABgnrnont Sday. Thu 92428 Wad9 026 488,489 �92� OA/QC Review 10 day, Thu 924128 Wad 1a726 486,489 493 RaAs— 10 tlry. Thu 10026 Wad 10212fi 492 +9+ Final Design Package 10 days Thu 9/23127 Wed 11116/27 478,482 ays Submit Flood! Design Pa... toC6y 5 days Thu a2327 Wed 92927 a96 S... OPCC toWYB I E for 5 days Thu a2127 Wad 92927 ConsbuNon Coal 49T Cby R.vI— 10 day. Tha SI S27 Wed 101627 Construction49e Flnet Construction Document, 5 days Thu 1of727 Wad 1011327 454 Package - Submb Rhol Cent Dom to City 5 days Thu 10(727 Wed I W1327 sw CRY Approval 5 tlay. Thu 10r727 Wed 1a1327 sm Bidding fig days Thu tOH427 Wed7lL28 491 •- Advertisement 29 tleye Thu IOM427 Tue 112327 103 Bid Ad,,lied ant 3 day. Thu 1011427 Mon 10/1827 sw Advartlsoment Pedod 20 day. T.. 10119W Mon 11/1527 503 Hold Pr Md WoUng iday Thu 1WI427 Thu ia27 14504F5,5 sob l.ua Addend. nodded) 5day. Fri1a1527 Thu 102127 505 - - sw Bid Opvnin9 0 tlry. Mon 11/1527 Mon 11115W 504 s ... Review Ed.- Bid Tabulaboro and 6day, Tue 11116W Tu. I lr=7 507 Salad Conned., .... �, MWBE Documentation 11 days Tu. 11/19127 Tue MOM 510 Submit MWBE Complianw 5day. Tua 11118W Mon 1I= 507 Daamem, st RavW,and Approve MWBE 6days Tue IMY27 Tu.I IMM7 510 CompUdnw DoounaM, s3 M&C P—a. 35 day. Tua 11/30127 Tu. 111828 st3 Sea MBCProcass-ConahuNon 0days Tue 11/3027 Tue 112027 511 114 M&C Prow. 22 days Wad 121127 Thu 1273027 513 Holiday 13 days FitIZ(3127 Tue 1/1828 514 AwaM Contrad-Conat udlon 0 day. Tue 1/1828 Tu. 111828 515 Contract E.cud- 11 day. Wed V19/28 Wad 2/2/28 A-M Cdntrad-Consi Mon 1l days Wed 1/1928 Wed 212128 516 s9 E—ine Contract Document, (CFW) 5 dry. Wed 1/192B Tue 12528 515 so Construction 261 days Wed MGM Wed 1MV29 In Pr.Z. st uetiw Activlas 26 days Wed 1/26MB Wait V128 srz DI -bins Eii—d Contract 5 day. Wad 12828 Tue 21128 519.51% Dawohantf to Construction 523- Hold Pm CwabuNdn Wating with iday Wed 2228 Wad 7J228 522 Conttsetor sz+ 1— Not -to Proceed for 0 day, Wad 222B Wad 2228 523 s;5 Hold PubBc Meeting- iday Thu 2l3l2B Thu2a'8 524 PM40..U,,I,n Subm6t,l3 and Approvals 20 day. Thu 2J3/28 Wed S12B 524 4)- Construction Contract 255 days Tha 21528 Wed 12429 -sZe- Construction 240 doys Thu 2/328 Wad12129 524 Prdj-NASIRBWMerontl Tn\ _� m+nnn. • Imw.— T--1 =- 6 Sonar. Ni.— son ............. wmmrr I�ti I.aa.in .nm..wmn.y 1 IAte on 6/2623 AR.4hm.M D - City P j.ct No. 1043" NASIRB Water and Sawar Replacements indTN alrrrrrrrrrrrrrrr■ al.nuisumm.ry blYP nna.h [ 1 ounenwnb 3 P.p5of3 rma it,, P..4�m . r4.n..1 Inann fn.md Milnron Iner.n Anachm4nt D-City Plgj No. IU344 NAS/RB Water and Sower Rapl.cemants D Tat rNna Rnaum 54rt MIN Pntleeev— :1aa xC1 'e'x Qej_.1_On.:_:_-t9rJ.__L4Vi�Qn=1._ghw.—VLr7�lb� P9 _ ...._...___..._. Final In apa4lon 15 days Thu 1/429 Wed 124r29 528 53o i Conatrodon Prose Complete 0 days Wed 12429 Wed 12429 529 151 closeout 29 day, Wed 1/2429 Mon 3IW29 s5.. cloaom Report and Review 29 days Thu 125/29 Mon 3/5/29 555 Submtttels (Pmfod Close- 10 days Thu 1125129 Wed 2/7/29 530 Oowmertaton) SH Contract Reconciliation 15 days Thu 2/629 Wed 22829 533 .. 5... d A—pam.(A—phim. iday Thu 3•129 Thu3/129 534 Letter) sib Norm of Compbtlon/Green Sheet 0 days Thu 3.129 Thu 31129 535 -i37- CI -Out Report and Review 2days Fri 32/29 Mon WSM 536 53e A .iR Survey 5 days Thu 125/29 Wed IMU29 55a A.S.It Survey 5days Thu 12529 Wed MIM 530 Sal Mapping 20 days Thu 2/129 Wad 221V29 ,... Mapping 20 day. Thu 2/129 Wad 22629 539 . .. As43ulit Plans 10 days Thu 211 3 Wed 2/1429 AsBulll Plena 10 tlays Thu 2/129 Wed 2J1429 539 Su Eaamonl Abandanmonts a day. Wad 1/2429 Wed 12N29 Sas Perm[10-TBD 0day, Wed/2429 Wed 12429 530 %7 - Part s-24-a6- Sanitary Sewer 780 days Nbn 1142T Fri 12/22129 Rchabi61a0on _ - Conceptual Design 90 days Mon 1142T Fri 5/727 ..w Data Collection 10 day. Mon 1/427 Fri 111527 2 SfO { Sanitary Sewer Alignment Study 25 days Mon 1/1827 Fri 2J19/2T sst Rehab Assessment 20 tlays Mon 1/1 SW Fri 2A 2127 549 54 Preparty Owner Coordination 20 days Mon 1/1 SW Fri 2/12/47 549 Ssi Ste Wt W City, 5 days Mon 2JI SW Fri 211927 551 551 C,,,"al Design Subnttal 25 days Sion 22L27 Fri 326/27 555 Technical Memo S OPCC 10 days Mon 2J222/ Fn 35V 553 sst City Review 10 days Mon 3I8.27 Fd 311927 555 ...sn...l Re.11. Coro mbeApproval from 5 days Mon 322/27 Fri 326127 556 city Survey 30 days Mon 329127 Fri 6227 559 , Right of Entry 5 day. Mon 3R927 Fri 4227 557 'W' Raid Survey 20 day. Mon 45W Fri 4/3077 559 W Submitted to 1(RA 5 day. Mon SG27 Fri 51727 so Sf2 NiillmLmry Design T3 days Mon S1102T Wed ltl 2 S49 561 Pro, re 6011 11—mom1 56 days Mon 111012T Wed 12e27 561 ..1 I Set up General Shoots 5 days Man 511027 FrI511N27 us Plan 6 Profile Shoots 20 day. Mon 5/1727 Fri 6111177 564 566 Debit Shoals 5 days Mon W427 Fd 0/1827 565 .._se5_ Sbu luml Design 10 drys Mon WIT27 Frl W&V 564 �iste Preliminary SWPPP 2day. Mon BI7427 T.. SM527 565 569 IONW.Ik Allgnmenl 2day. Wed SM 627 Thu8M72T 568 s�o Preliminary SpedOcations 2tlays Fd 611627 Mon 62127 589 ii7 KIN OA/OC Review 5 day. Tue 6122127 Mon 62627 567.57( Sn� Revision. 10 day. Tua 6129127 Mon 7/1T27 571 ST3 60%OPCC 2tlays Tue 7/13/27 Wad 7/1427 572 m City Review 10 days Thu 7/15r27 Wed 72527 573 515 Submit Plana for Utility Clearance 15 days Thu 729/27 Wed 811627 574 --ii5--. Row S E.s.meNs 270 days Thu 729r27 Wed RA2s ...Sn.. Oam mProp 10 day. Thu 72927 Wed 811127 574 518 Submit Eaament RequUamores to 1day Thu6112/27 Thu 8/12r27 577 Property Monog... nt s19 i ROW Nego11.11-1Acqulsieon 161 day, Fri./1327 Fri 3/24129 579 -Seel Order Apprelaals 31 days Fri SH327 Fri 92427 OderTtf. Commitment 31 tlay. Fd 8/1327 Fri92427 Order Envlron—roil Report (d 31 tlays Fri 8/1327 Fri W427 need.d) jW Send Inboduden Letter mih Land 1 day Fn 611327 Fri 8'1327O= Blg of Rights Appralal R.oslv.d data 1 day Mon 92727 Mon. ....I Prej:RN'-RB Wrtermd w• — Mew— Nepwnmwy t--1 — — .v4. � Men4eunNwy NlYp se -* ♦ • MI m i N Senor sepbcemonu sprt ............... wmmey I-----ti 1 w--Ir Mwu4l.eme r� R.enan9 —.. on 6/2623 Page t0 N3 aewrWiwb p.aw. • Menwl Piepno IawiwlM4.mn. 6 Ile• 10 T N.n. 0urdlan Aut Pinkh 19W.rm 2yf a6 P—t Initial Offer to Ploparty Iday Tue 10/1227 Tue 10/I727 505 0— WgotiatioNAcceptanosP.rtad 40 days Wed IOft 327 Tut 12r727 5B6 see PmwM Final Oft to Property 1 day Wed 12/827 Wed 121BW SB/ Ovmw Conduct Final Nago0ations 22 tlays Thu 12J927 Fill 1/728 588 (Acceptance/Reledbn Period) sso Prepare M&C for PurN.x (B 5 day. Mon 111 LL2B Fri 1/1428 SM sI00IWCOMemn.tbn 59i Revhw MSC for 5 days Mon tl172B Fri /2128 590 Purch.-Condemnaton W PM ss - Condud Mlc Pnn.s- 40 day. Mon 12428 Fr1311728 591 Building/L.nd Purchasa/E... mant 590 Submit Documents to We Co. for 5 days Mon 32028 Fr1324128 592 Cbse-curt S. CaMud MBC Pmcess for 40 day. Mon 1242E Fri 311728 591 Condemnation 595 M&C Approval for Land 0 day. Fd 3/1725 F63M728 592 PurchasdCondemna0on ....s%. Su0mit Condemnation p.ckot to 1 day Mon 1/1728 Mon 111725 590 Legal Dept. Condennatlon 10]day= Mon ]2029 Wad 8I92B 594 sw FIb Condemnation Padden In Court 1 day Mon 32028 Mon 32028 Cand—tion Pmmss 87 tlays Tua&21/28 Wed 7/1928 50 coo Court Headng and Amid 7y 5day. Thu 72&28 Wed 72628 599 Comml l—m for AcqulWOon cm Conduct Deposit Chock Ift Roglavy 10 days Thu 727/28 Wed B'9/2B 600 of Court for Povaasbn Acquisition Cempbte 0deys Wad 8WB Wed 819/28 601 PermNting 20 days Thu &1026 Wad 9/629 537 NASJRB Perm9 20 days Thu WIM28 We 9f&28 s0s Wls rth Vlaag. Paunit 20 days Thu&1&28 Wad &614 -'i Final Design 305 days Thu 7129127 Wad 9127/29 574 sarl PrepaM90% Documents 40 days Thu 729127 Wad 922127 C... olayout Sheets 3 days Thu 72927 Mon a= 609 General NoteslSpedBc N.W.. 5 days Thu 7/2327 Wed &427 Sequancing Sheets 610 1111,NEasement Map Sheeh 2days Thu 72&27 F1 Irl.7 6_t Plan Pronle Sheets 20 tlays Thu 7/29127 Wed W2527 6t2 Detail Sheets 10 days ThV 729127 Wed &1127 Train c Control Plan Sheet. 10 day. Thu 72&27 Wad Bit 127 ma 90%Speanwtions 15 day. Thu 72&27 Wetl&1827 fits 90%OPCC Sd.y. Thu B2627 Wad 91127 811,51 616 Wslk M9nnront Sdrys ThUB2827 Wed &12/ 611.81 617 � OAIOC Review 10 days Thu&2&27 Wad&BPI/ 611,61 Revlatans 10 days Thu &927 Wed W= 617 619 9 Final De=Ign Pack4ge 10 days no 9229 Wed 9/202e 111,117 u Suamd Final Design Pa0'.ge to City 5 day. Thu &728 Wed &1328 it SUB ma OPCCIo M^WSEfor 5days Thu 9'7/28 Wad &1328 ConaWdion Goal �.J City Ravlew 10 day. Thu g2/28 Wad 92028 --vJ Final Corsstructlon Documents 5 days Thu 9/21128 Wed 927128 619 Package ... a.. SuamB Final Const Doos to City 5 days Thu 9028 Wed 92728 ss Cry Approval 5days Thu 4212E Wed 9272E va Bidding 84 day: Thu 92&28 Tom 123129 623 e� Advertisement 29 days Thu 9/29/211 Tue 1V728 Bid Advertisement 3 tleys Thu 912&28 Mon 10/2128 6a m Advenisaent Period 20 days Tue 10PL28 Mon 10O02B B2B Hob Pro-Bld Meeting 1 day Thu 92&WS Thu 92828 829F., � m' leave Addenda (As needed) 5 days Fri gr'928 Thu 10528 830 Bid Openlnp ... 0 days._.._.. Mon 10/3028 Mon 1&302B 629 Attachment D- Gty Project No, 10 ,t,t NASIRB Water and Sewar Repla rn21 — Projece NAVU W.terand n -- — mmm�r .um t—_-- i..m..m.oan m.v. .. aaaaaaaaaaaa� Mu,Wfumnma MlYP rta,dr [ W.mdT..b 0.6n. ♦ mrlhynm i � i • Pmyn• nary 1 IT f sb M Sowx Poplac sW ............... wnmrs r1 Inn.. i.w I�.n�....m n o.mwn<'e MenJf.mnmy r1 nn.Y.rb 3 W.m.l Mambrt. O s,sy.. D.M: an 62677 Pagaltd3 Attachment D - City Project No. 1(M3 NASJRB Water and Sewer ReplacemeaHf -ID TW rime Dwwlan Sbt RnM RMK•am �'a iRs 2Ce aRl Aia �.tm : b13 - RevMw Bid T.Wlatlom and 60ays Tua107126 Tu. 11/728 632 1 Soled C4ntrador .._ MWBE Docurrrentatlan 11 days Tue 10/M129 Tue 1V1N28 yil 63s 6ubmk MWBE Compllanm 5 days Tue 1 N3126 Mon 71/62B 632 Duo men . 636 Rav —d Approve MWBE 6tlay. Tue 11/728 Tue 1111428 635 Campllance Damnente bP M&C Proc.a 39 days Tua 1111428 Mon 1/V29 by Sid MSCProoea-Coabuckan 0day. Tue 11/1428 Tue 11/1428 06 11/14 M&C Pre— 22 day. Wed 11/1528 Thu 12M 428 SW - Holdey 17 days I'd/2/1528 Mon 1/529 639 W1 Amrd Contrad- Canshuetlan 0day. Mon 1/3129 Mon lla29 640 1/8 bu Contrail Exaeudon 11 days Tu* 1192E Tu. 12329 W9 Award Contract - Constructlon 11 tlays Tue 1/9/29 Tua 12329 641 6u Exedu'a Conrad D—en.nts(CFW) 5 days Tue1/929 Mon 1/1529 640 Construell— 221 days Tu. 111629 Tue 11/2V29 bah pre c-stru"dn ANNtles 26 days Tue 111628 Tue 72029 Ulf— Dhtributa Eaacul.d Contrail 5 days T.. 1/1629 Mon 12229 640,644 Dawm.nh t4 Conshucti- __ Held Pra-Consbuann Meeting with 1 day Tue 123'29 Tue 12329 64T b+s Canndm laue Ndk. to Proceed for 0 day. Tue 12329 Tue 1/Mg 648 1 Canstructlan 4sa Hale Public M..Ong- 1day Wed 12429 Wed 112429 549 �v est PmL-structJon S—Ittaleand Approval. 20 tlays Wed 12429 Tue 2r2029 1549 F ....ss_- C,rutrustlon Contract 215 days Wed 11242E Tue 11120129 4sr Comtrudlon 200 days Wsd 12429 Tu. 1013029 649 ss+ Flnel Inspadl.n 15 day. Wed 1M129 Tu. 112029 653 115 ConslruNon Pisa. C—pl.t. 0 days Tue Il20/29 Tue IV 29 654 •tl( bs6 Casco"' 2B tlays Tue 112029 Fd 12t2V29 aw"� Closeout Report and Ra-I 28 days Wed 112129 Fri 1222129 \1 bye Submth.ls (Profod Closeout 10 day. Wed 112129 Tue 12/4/29 655 Doamentebon) 09 Conrad Remn A.U.n 15 days Wed 171529 Tu. 12f2529 658 660 Pmjed Acc.planc• (A=plenn 1 day Wed lZ2629 Wad 122629 659 Letter) c6t N,dm of CampletionIGiven Sliest 0 day. Wed 1226"19 Wed 172629 6W 1 Clow-Cu! Report and R.vlew 2 day. Thu IZZ1/79 Fd 171211129 01 As -Bulk Survey 5 days Wed 112123 Tue 1127129 As Wt Survey 5 day. Wed 11/2129 Tu. 112729 655 Mapping 20 days Wad 112829 Tus 12/25/29 Mapping 20 tlays Wed 112529 Tue 122529 6" As Bullt Pima 10 days Wed 112829 Tus 12111129 bbe As -Built Plans 10 days Wed 1128.29 Tua 12A129 664 _-ees Eesernen Abandonmerds 6tlay. Tue 112929 Tue 112V29 bm P.—IID-TBD 0days Tum, 112029 Tu.112029 655 • 11n tt[NAS1ReW antl m1 --- ru..m�. • - .m r .e.. mume.. rn.iu4i.. r 1 m.�.. ..mm•a .�•na.N [Hamer... C�l�w • wirlewp•a Senor RePbc �. ,.roman �1 wn�.. i..1 wa�....m .y P.mw. r na�..I..m n v �1 r•^wenN ] w.m4 n..m.. wqr Date. Mon 6/262aL OL—A." r" LOCKHEEDBLVD a' ro NFP �_� �_a m gRKp �: m L N,GRANTS�LN a O w=:RUN STATIONDR T ---- G' � i I ��, �; � �-�• i � lit . ' IaZi21313W1Zi3d• •,� _ — -1 � a- _ ---i - - 1 PRIMARY RUNAWAY 130RD 0 m li OCR �m m 9 � --I Sir D 0 m I � - Z Z m -- -- —;— I a)-i v (� Z Z TAXIWAY F197RD i ` I 7; TAXIWAY F197RD kr I I Rp 7 allow ; — y--_ --r— PERIMETE -- - - PERIMETERRD� c -a y o ,a F�•' -lam = m R".d ' ti yl 10 O� < ° ri m Z aNO1JNIA � . hr S �Cp F ° ` ` i PUMPHREY DR' 11 1213 b 1 col s3a ,,��dy� 0> RIVERRD' RIVER .TRAIL•CTL �`. C ;, TRACYNEDR r o 'zz Z Dom.-�,O`•' v m m . � Z Ho� .•�. � 3µB-URTON HILL _ `',� ��: `4` \ r BONDST I �1 m' `z ' . < . D b h 'j I 1. ! r . e `+'I'�'R Z ' C..m 11 :mw jO'I �, v m. I 1,c^n .J -a --I '�'tt3LYNDADRi ATTACHMENT "F" CERTIFICATE OF INSURANCE NASJRB Water and Sewer Main Improvements City Project No. 104344 City of Fort Worth, Texas Attachment F Client#: 238109 KIMLASS DATE (MMIDDIYYYY) ACORD_n, CERTIFICATE OF LIABILITY INSURANCE 1 3/28/2023 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Jerry Noyola Edgewood Partners Ins. Center PHONE 770--FAX (AIC, No, Ex2207699 t): I (A/C, No): 3780 Mansell Rd. Suite 370 I EMAIL ADDRESS: 9re Iln re Iln tom Alpharetta, GA 30022 Y gcarts@9 Y g• INSURED Kimley-Horn and Associates, Inc. 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 CERTIFICATE NUMBER: 23-24 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: National Union Fire Ins CO Of Pittsburg 19445 INSURER B : Allied World Assurance Co (U.S.) Inc. 19489 INSURER C : New Hampshire Insurance Company 23841 INSURER D : Lloyd's of London 085202 INSURER E : INSURER F : 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL'SUBRPOLICY EFF ' POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYYI (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY GL5268169 04/01/2023 04/01/202 EACHOCCURRENCE$2,000,000 CLAIMS -MADE N OCCUR PREMISES (Ea RENTED $1,000,000 X Contractual Liab MED EXP (Any one person) $25,000 PERSONAL& ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO - X X POLICY JECT LOC OTHER: A AUTOMOBILE LIABILITY CA4489663 (AOS) A X ANY AUTO CA2970071 (MA) OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED X X AUTOS ONLY AUTOS ONLY B X UMBRELLA LIAB X OCCUR 03127930 X EXCESS LIAB CLAIMS -MADE I DED XI RETENTION$10,000 C WORKERS COMPENSATION WC015893685 (AOS) AND EMPLOYERS' LIABILITY YIN C ANY PROPRIETOR/PARTNER/EXECUTIVE WC015893686 (CA) OFFICER/MEMBER EXCLUDED? nl N / A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below D Professional Liab B0146LDUSA2304949 GENERAL AGGREGATE $4,000,000 (PRODUCTS - COMP/OPAGG $4,000,000 04/01/2023 04/01/202 COMB ident) SINGLE LIMIT (Ea accident) $2,000,000 04/01/2023 04/01/2024BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) $ 04/01/2023 04/01/202 EACH OCCURRENCE $5,000,000 AGGREGATE $5,000,000 PER 04/01/2023 04/01 /202 X STATUTE I EORH 04/01/2023 04/01/2024 E.L. EACH ACCIDENT $1,000,000 IE.L.DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE -POLICY LIMIT $1,000,000 04/01/2023 04/01/2024 Per Claim $2,000,000 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Re: All Projects. The City of Fort Worth, its employees, officers, officials, agents & volunteers are named as Additional Insureds with respects to General & Automobile Liability where required by written contract. The above referenced liability policies with the exception of workers compensation & professional liability are primary & non-contributory where required by written contract. Retroactive Date: 10102/1967. Should any of the above described policies be cancelled by the issuing insurer before the expiration date thereof, 30 (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION City of Fort Worth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Texas Street ACCORDANCE WITH THE POLICY PROVISIONS. Fort Worth, TX 76102-0000 AUTHORIZED REPRESENTATIVE I xki! �W� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) 1 of 2 The ACORD name and logo are registered marks of ACORD #S5417889/M5396840 JN002 DESCRIPTIONS (Continued from Page 1) days' written notice (except 10 days for nonpayment of premium) will be provided to the Certificate Holder. Waiver of Subrogation in favor of Additional Insured(s) where required by written contract & allowed by law. SAGITTA 25.3 (2016103) 2 of 2 #S5417889/M5396840 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, August 8, 2023 REFERENCE NO.: **M&C 23-0656 LOG NAME: 60NASJRBWSSIMP ROV-KHA SUBJECT: (CD 7/WESTWORTH VILLAGE) Authorize Execution of an Engineering Agreement with Kimley-Horn and Associates, Inc. in the Amount of $1,992,700.00 for the NASJRB Water and Sewer Main Replacement project and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to Fiscal Years 2023- 2027 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of an engineering agreement with Kimley-Horn and Associates, Inc. in the amount of $1,992,700.00, for NASJRB Water and Sewer Main Replacement project; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $2,651,368.00, from available funds within the Water & Sewer Capital Projects Fund, for the purpose of funding the W/SS Repl Contract Naval Base project (City Project No. 104344) to effect a portion of Water's Contribution to the Fiscal Years 2023-2027 Capital Improvement Program. DISCUSSION: This Mayor and Council Communication (M&C) is to authorize the preparation of plans and specifications for sanitary sewer and water main replacements on the following streets, and easements: Scope Street From To of Work N Grant Clifford Street White Settlement Water Street Road Easement south of Primary Instrument 2,500 feet east to Water Taxiway C Runway 130 Road Perimeter Road 190 Boyington Perimeter Drive/Perimeter West 2,550 feet Water Road Intersection Easement north of Perimeter Road East 1,470 feet Water Nimitz Drive _ Pumphrey White Settlement Road North 2,075 feet Water Drive Easement 280 feet north Easement of the Pumphrey Drive/ Northeast 1,800 north of White Settlement Road feet Water Nimitz Drive Intersection 450 feet east, then Easement 240 feet northeast south of Depot Avenue then 100 feet east Water 'Walnut Drive to Nannette Street 115 feet south of the Nannette Costen Lane/Nannette St Johns Lane Water Street Street Intersection St Johns Nannette Street Sam Calloweay Water Lane Road Sam River Oaks Calloway St John Lane Boulevard 'Water Road River Oaks Sam Calloway Road Moss Street Water Boulevard White Settlement Pumphrey Drive Perimeter Road Water Road Esement White Settlement Road/ 400 feet southwest west of Perimeter Road then 2,600 feet Water Perimeter Intersection west Road 600 feet north and 250 Easement feet northwest of the across 'Westworth Falls West 9,700 feet Sewer NASJRB Wall/River Trail Court Intersection In addition to the contract amount, $658,668.00 (Water: $454,366.00; Sewer: $204,302.00) is required for project management, real property acquisition, utility coordination, and material testing. This project will have no impact on the Water Department's operating budget when completed. It is the practice of the Water Department to appropriate its CIP plan throughout the fiscal year, instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will appropriate funds in support of the Water's portion of the City of Fort Worth's Fiscal Years 2023-2027 Capital Improvement Program, as follows: 60NASJRBWSSINMPROV-KHA Capital Revised Fund Project Name FY2023 CIP Authority Budget Change FY2023 Name Appropriations (Increase/Decrease) Budget Fund 56002 104344 W/SS 'Water & Repl Contract $0.00 This M&C $2,651,368.00 $2,651,368.00 Sewer Naval Base Capital Projects Funding is available in the Unspecified -All Funds project within the Water & Sewer Capital Projects Fund for the purpose of funding the W/SS Repl Contract Naval Base project within the Water & Sewer Capital Projects Fund. Appropriations for NASJRB Water & Sewer Main Replacement project, are as depicted below: Fund Existing Additional Project Total* Appropriations Appropriations Fund 56002 — W&S Capital $0.00 Projects Project Total $0.00 $2,651,368.00 $2,651,368.00 $2,651,368.00 $2,651,368.00 *Numbers rounded for presentation purposes. BUSINESS EQUITY OFFICE: Kimley-Horn and Associates, Inc. is in compliance with the City's Business Equity Ordinance by committing to 13 percent MWBE participation on this project. The City's MWBE goal on this project is 13 percent. The project is located in COUNCIL DISTRICT 7 and WESTWORTH VILLAGE. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the Unspecified -All Funds project within the W&S Capital Projects Fund and upon the approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the W/SS Repl. Contract Naval Base project to support the approval of the above recommendations and execution of the construction contract. Prior to any expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs): TO Fund l Department 14ccountl Project IPrograml�4ctivityl Budget Reference # IAmount� ID ID I Year (Chartfield 2) II FROM Fund Department ccount Project Programctivity Budget Reference # mount ID 1 I ID I r I Year (Chartfield 2) CERTIFICATIONS: Submitted for Citv Manager's Office bv: Dana Burghdoff (8018) Originating Department Head: Chris Harder (5020) Additional Information Contact: Brenda Oropeza (8271) ATTACHMENTS 1. 60NASJRBWSSIMPROV-KHA M&C Map.pdf (Public) 2. 60NASJRBWSSIMPROV-KHA Compliance.pdf (CFW Internal) 3. 60NASJRBWSSIMPROV-KHA FID Table (WCF 07.06.23).xlsx (CFW Internal) 4. 60NASJRBWSSIMPROV-KHA Form 1295.pdf (CFW Internal) 5. 60NASJRBWSSIMPROV-KHA funds availabilitv.pdf (Public) 6. EntityInformation-20230629-044939.pdf (CFW Internal) 7.ORD.APP 60NASJRBWSSIMPROV-KHA 56002 A023(r2).docx (Public) 8. PBS CPN 104344.Ddf (Public) 60NASJRBW SSIMPRO V-K-RA 12&3 56002 0600430 104344 2&3 56002 0700430 4956001 104344 2023 2&3 56002 0700430 1 104344 2023 Fund Dept # Account I iLTu Activity Budget :ICF 2 Program 1 7 iYear 2&3 56002 0600430 1 4956001 UNSPEC I UNSPEC 9999 2&3 56002 0600430 1 4956001 104344 001730 9999 2&3 56002 I 0600430 14956001 UNSPEC I UNSPEC 9999 2&3 56002 I 0700430 4956001 I 104344 001730 I 9999 $1,550,351.00 $1,101,017.00 $1,101,017.00 I ($1,550,351.00) $1,550,351.00 ($1,101,017.00) UNSPEC balances are in 0600430 $1,101,017.00 2 56002 0600430 4956001 104344 001730 9999 ($1,550,351.00) 2 56002 0600430 5110101 104344 001730 9999 $155,986.00 Water Staff Cost 1 56002 0600430 5330500 104344 001730 9999 I $1,095,985.00 Contract 2 56002 0600430 5310350 104344 001770 9999 I $3,000.00 Utility Coordination 2 56002 0600430 5330500 I 104344 001784 9999 I $155,986.00 (Soil Lab Consultant 2 56002 0600430 5310350 I 104344 001784 9999 I $62,394.00 (Soil Lab TPW Staff 2 56002 0600430 5710010 I 104344 I 001740 9999 I I I $40,000.00I Easement Acquisition 2 I 56002 I 0600430 I 53.103.01 I 104344 I 001740 I 9999 I $3.0,000.00I Easement Acquisition 2 I 56002 I 0600430 5330500 I 104344 001740 I 9999 I $10,000.00 I Easement Acquisition 2 56002 I 0600430 I 5740010 I 104344 I 001780 I 9999 I I $10,000.00 I Easement Acquisition 2 56002 I 0600430 I 5550102 I 104344 001730 I 9999 I $7,000.00I Public Outreach 2 56002 0700430 14956001 I 104344 001730 I 9999 1 I I ($1,101,017.00)I 2 56002 I 0700430 15110101 I 104344 I 001730 9999 I I $131,802.00I Water Staff Cost 1 I 56002 0700430 15330500 104344 I 001730 I 9999 I I $896,715.00IContract 2 I 56002 I 0700430 I 5310350 I 104344 001770 I 9999 I I $2,500.00 Utility Coordination 2 I 56002 I 0700430 15710010 I 104344 I 001740 9999 I I $40,000.00 Easement Acquisition 2 I 56002 I 0700430 5110101 I 104344 I 001740 I 9999 I I I $10,000.00 Easement Acquisition 2 56002 I 0700430 I 5330500 I 104344 001740 I 9999 I $10,000.00 Easement Acquisition 2 I 56002 I 0700430 I 5740010 104344 I 001780 9999 I I I $10,000.00I Easement Acquisition