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HomeMy WebLinkAboutContract 30508 CITY SECRETARY C6()8 CONTRACT NO. CITY OF FORT WORTH, TEXAS STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY'), and CH2M HILL, Inc., (the "ENGINEER"), for a PROJECT generally described as: Eagle Mountain Raw Water Intake and Pump Station Improvement Project Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article II Compensation A. The ENGINEER's compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A. Invoice and Payment (1) The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) Monthly invoices will be issued by the ENGINEER for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving seven (7) days' written notice to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the CITY because of such suspension of services. ORIGINAL Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. 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 standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. 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. The CITY shall furnish such surveys, tests, and investigations, 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. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, 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. ENGINEERING AGREEMENT Page 2 of 15 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 the 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, for any reason, the ENGINEER should make an on-site observation(s), on the basis of such on-site observations, if any, the ENGINEER shall endeavor to keep the CITY informed of any deviation from the Contract Documents coming to the actual notice of ENGINEER regarding the PROJECT. (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. 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 ENGINEERING AGREEMENT Page 3 of 15 maintenance costs; competitive bidding procedures and market conditions; time or qualify 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 not 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. I. Minority and Woman Business Enterprise (M/WBE) participation In accord with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to meet that goal. 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. ENGINEERING AGREEMENT Page 4 of 15 J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) 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 workspace 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 three (3) 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 photo copy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident (or reasonably equivalent limits of coverage if written on a split limits basis). Coverage shall be on any vehicle used in the course of the PROJECT. ENGINEERING AGREEMENT Page 5 of 15 Worker's Compensation Coverage A: statutory limits Coverage B: $100,000 each accident $500,000 disease - policy limit $100,000 disease - each employee Professional Liability $1,000,000 each claim/annual aggregate (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverages specified according to items section K.(1) and K.(2) of this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of thirty (30) days notice of cancellation, non-renewal or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) The insurers for all policies must be licensed/approved to do business in the State of Texas. Except for worker's compensation, all insurers must have a minimum rating of A: VII in the current A.M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. (f) Deductible limits, or self-insured retentions, affecting insurance required herein may be acceptable to the CITY at its sole discretion; and, in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. ENGINEERING AGREEMENT Page 6 of 15 (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless such are approved by the CITY. (j) The Professional Liability insurance policy, if written on a claims made basis shall be maintained by the ENGINEER for a minimum two (2) year period subsequent to the term of the respective PROJECT contract with the CITY unless such coverage is provided the ENGINEER on an occurrence basis. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement. It is understood that insurance cost is an allowable component of ENGINEER's overhead. (1) All insurance required in section K., except for the Professional Liability insurance policy, shall be written on an occurrence basis in order to be approved by the CITY. (m) Subconsultants to the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When subconsultants maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. Notwithstanding anything to the contrary contained herein, in the event a subconsultant's insurance coverage is canceled or terminated, such cancellation or termination shall not constitute a breach by ENGINEER of the Agreement. ENGINEERING AGREEMENT Page 7 of 15 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. 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 which 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 ENGINEER will, if requested, assist the CITY 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. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City-Furnished Data The CITY will make available to the ENGINEER all technical data in the CITY's possession relating to the ENGINEER's services on the PROJECT. The ENGINEERING AGREEMENT Page 8 of 15 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 and will provide labor and safety equipment as required by the ENGINEER for such access. 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 in 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. F. Asbestos or Hazardous Substances and Indemnification (1) To the maximum extent permitted by law, the CITY will indemnify and release ENGINEER and its officers, employees, and subcontractors from all claims, damages, losses, and costs, including, but not limited to, attorney's fees and litigation expenses arising out of or relating to the presence, discharge, release, or escape of hazardous substances, contaminants, or asbestos on or from the PROJECT. Nothing contained herein shall be construed to require the CITY to levy, assess or collect any tax to fund this indemnification. ENGINEERING AGREEMENT Page 9 of 15 (2) The indemnification and 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 such hazardous substance, contaminant or asbestos is brought onto the PROJECT by ENGINEER. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing 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 V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (3) The CITY will specify that the Builders Risk/installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. ENGINEERING AGREEMENT Page 10 of 15 J. 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. K. 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 Amendments to Article VI, if any, are included in Attachment C. 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 final designs, drawings, specifications and documents shall be owned by the CITY. C. Force Majeure The ENGINEER is not responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the ENGINEER. D. Termination (1) This AGREEMENT may be terminated only by the City for convenience on 30 days' written notice. This AGREEMENT may be terminated by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and does not commence correction of ENGINEERING AGREEMENT Page 11 of 15 such nonperformance with five (5) days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b) Out-of-pocket expenses for purchasing storage containers, microfilm, electronic data files, and other data storage supplies or services; C) The time requirements for the ENGINEER'S personnel to document the work underway at the time 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 termination expenses. The CITY'S approval will 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 (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996). ENGINEERING AGREEMENT Page 12 of 15 G. Assignment Neither party will assign all or any part of this AGREEMENT without the prior written consent of the other party. H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for indemnification. The term "Parties" mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. I. 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. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than $50,000, exclusive of attorney's fees, costs and expenses, will be final,judgment may be entered thereon in any court having jurisdiction, and will not be subject to appeal or modification except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and 11). (2) Any award greater than $50,000, exclusive of attorney's fees, costs and expenses, may be litigated by either party on a de novo basis. The award shall become Final ninety (90) days from the date same is issued. If litigation is filed by either party within said ninety (90) day period, the award shall become null and void and shall not be used by either party for any purpose in the litigation. ENGINEERING AGREEMENT Page 13 of 15 K. 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.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. L. 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. M. Negotiated Agreement. The parties acknowledge that each party and its counsel have reviewed and revised this Agreement and that the normal rules of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this Agreement or exhibits hereto. Article VII Attachments, Schedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. 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 —Opinion of Probable Construction Cost ENGINEERING AGREEMENT Page 14 of 15 ATTEST: CITY OF FORT WORTH B Marty Hendirx Marc A. Ott City Secretary Assista t City Manager APPR9 VAL RECOMMENDED Contract AUthori atioa ' Date S. Frank Crumb, P.E. Acting Director, Water Department APPROVED AS TO FORM AND LEGALITY CH2M HILL, INC. ENGINEER By: Assistant City Attorney ames J. P ish, P.E. ice Presid nt ENGINEERING AGREEMENT Page 15 of 15 21 :::. ATTACHMENT A GENERAL SCOPE OF SERVICES ATTACHMENT A TO AGREEMENT FOR ENGINEERING SERVICES BETWEEN THE CITY OF FORT WORTH AND CH2M HILL FOR ENGINEERING SERVICES FOR EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION IMPROVEMENTS GENERAL SCOPE OF SERVICES SECTION 1—DESCRIPTION OF SERVICES,AGREEMENT AND SCHEDULE The project consists of Engineering Services for the design,bidding and engineering services during construction for the Eagle Mountain Water Treatment Plant Raw Water Intake and Pump Station Improvements for the City of Fort Worth. Improvements and engineering services included in this project shall include: • Modifications to the raw water intake system at Eagle Mountain Lake,including new pipe line between the intake and the new raw water pump station • Expansion of the raw water pumping capacity • Hydraulic analysis of the complete raw water transmission system from Eagle Mountain. Lake to the Water Treatment Plant • Surge Analysis of the raw water pumping and transmission system • Coordination to improve the quality of the electrical power supply system for the pumping facilities at Eagle Mountain Lake • Coordination of the SCADA system requirements with the City of Fort Worth and their consultants to assure compatibility • Environmental permitting and compliance for the new facilities at Eagle Mountain Lake including the raw water intake facilities,pump station and associated suction and discharge piping in the vicinity of Eagle Mountain Lake This agreement describes the services to be provided by CH2M HILL as the Engineer of Record for the facilities described herein. The basic services portion of the agreement includes the scope elements required for the project that are authorized by the execution of the contract. The additional services are those elements that may be required and are identified but are not authorized until written authorization is provided by the City of Fort Worth to CH2M HILL. This project must be in operation and substantially complete by May of 2007. A listing of the major project milestones is attached as Attachment D. A listing of the deliverables associated with the project is included in Exhibit 1. CH2M HILL's engineering services shall consist generally of the following tasks: 1 of 2B SERVICES 1.00 Project Definition Phase 1.01 Project Setup/Planning/Scheduling 1.02 Kickoff Meeting 1.03 Project Controls 1.04 Quality Management 2.00 Hydraulic Modeling 2.01 Raw Water System between Intake and Pump Station and Pump Station to WTP 2.02 Surge Analysis of Raw Water Supply System 3.00 Corrosion Protection 3.01 Soil and Water Analysis 3.02 Corrosion Report 4.00 Environmental Permitting 4.01 Basic Environmental Permitting 4.02 Additional Environmental Services 5.00 Raw Water Intake 5.01 Principal Elements 5.02 Preliminary Sheet List 5.03 Design Phases A. Preliminary Investigation B. Preliminary Design C. Final Design 5.04 Bidding Services 5.05 Services During Construction 6.00 Pump Station 6.01 Principal Elements 6.02 Preliminary Sheet List 6.03 Design Phases A. Preliminary Investigation B. Preliminary Design C. Final Design 6.04 Bidding Services 6.05 Services During Construction 7.00 General Assumptions 7.01 Design Phase 7.02 Bid Phase 7.03 Services During Construction PAGE 2OF28 SECTION 2—BASIC SERVICES 1.00 Project Definition Phase 1.01 Project Setup/Planning/Scheduling Prepare project instructions,safety plan,CAD instructions,invoicing procedures, change management plan,communications plan,staff scheduling and staff responsibilities. Deliverables: Project Instructions 1.02 Kickoff Meeting Conduct kickoff meeting with the City of Fort Worth, Tarrant Regional Water District, and other project stakeholders which may include representatives from the Program Manager,TCEQ,U.S. Army Corp of Engineers and Electric Utility provider. Project objectives and standards in the following areas will be considered: A. Project Objectives: • Discussion of the overall purpose for this project to ensure that all participants have the same understanding. The Owner will define for the project team what will make this a successful project from their perspective. • Communications procedures:Joint definition of the verbal and written communications practices and procedures. • Owner design criteria standards and preferences: Identify any Owner standards for design criteria or standard products. Discuss any Owner preferred equipment types,suppliers and vendors. • Graphic standards:Standard drawing size/border,standard symbols/legends,CAD software standards (including software versions),requirements for electronic deliverables, standards/preferences for P&IDs,process flow stream TDs etc. • Procurement policies: Bidding/procurement requirements, sole source restrictions, any existing master agreement for the purchase of materials,and equipment. • Labor standards and policies: Design provisions for staff/visitors with accessibility limitations,any existing noise restrictions,any existing labor union restrictions,site security requirements,parking requirements etc. PAGE 3 OF 28 • Equipment and materials: Preferences on indoor versus outdoor locations for equipment, HVAC preferences (natural gas vs.electric heat,A/C requirements,etc.),preferred equipment types and suppliers,local control/local disconnect preferences (lockable MCC's versus local disconnect switches), preferences regarding the use of adjustable frequency drives etc. B. Define External Constraints and Standards The purpose of this task is to define the external standards and criteria that influence the project design work. The standards and criteria in the following areas will be considered: • Re atorp Agencies:Define the regulatory agencies with jurisdiction for this project and specific contact people. List all known permits required for construction and operation. • Civil: Identify local stormwater control agency, document restrictions as they pertain to the proposed project,define permitting requirements;identify any local public work standards as they pertain to roads,stormwater,sewer etc;any local restriction regarding dust control, demolition, construction traffic/noise,excess earthwork disposal,any existing floodplain restrictions etc. • Structural/Architectural/Mechanical: Identify local permitting agency,obtain current local design codes and standards that are in effect,define permitting requirements. • Electrical/I&C: Define redundancy requirements,identify primary contact at local utility. • Construction Phasing Constraints: Identify which existing unit treatment processes and facilities must remain in service while any improvements or expansion facilities are being constructed. This meeting will also identify follow-up tasks and future workshops to finalize early design deliverables and design concepts for the new water plant. Assumptions:Meeting will be held at a Fort Worth facility and will last 2 to 4 hours. Approximately,3 consultant staff will be present,the Project Manager,Design Manager and Senior Technical Consultant. An agenda and project status report will be prepared and given to the Fort Worth staff.Typed summary minutes will be distributed for the meeting. PAGE 4 OF 28 Deliverables: Meeting agenda and minutes. 1.03 Project Controls Setup and implement initial project work breakdown structure,project schedule and project task list. Monitor activities of staff assigned to this project.Coordinate with other tasks,staff,prime,and subconsultants to complete work on schedule and within budget,as well as meet quality goals. Assumptions:Invoices will be prepared monthly and will show percent complete for each subtask. A schedule will be prepared for the project. A monthly status report will be prepared and included with each invoice. Status reports will include a brief summary of total progress to date,status of budgets and schedules,and any proposed changes to the work suggested. Deliverables: Monthly invoices and project schedule updates. 1.04 Quali!y Management Prepare and distribute a quality management plan. The plan will be distributed to the project team at the Kick-off Meeting. And used as the basis of coordination of QA/QC reviewers throughout the project. The Quality Management Plan will be developed and distributed to the project team. Additionally,CH2M HILL's Dam Safety Review Board will provide recommendations related to dam safety,which will be detailed in the Quality Management Plan. Deliverables: Copies of the Quality Management Plan will be distributed to team members as an Appendix for the Project Instructions. 2.00 Hydraulic Modeling 2.01 Raw Water System Prepare a hydraulic model to predict the hydraulic grade line at various operating scenarios. This task will consist of model development,model calibration,and preparation of a technical memorandum documenting methods and results. A hydraulic model will be used to predict suction head due to losses through the raw water intake system at various lake levels and define acceptable ranges of the Total Dynamic Head (TDH) required for the pump stations under several flow scenarios. This information will be used to guide pump selection. The system head curves will be overlaid with individual pump performance curves representing the capabilities of individual and multiple pump combinations in order to accurately select the right size pumps for the system head conditions. Two new intake facilities will be sized to serve a new pump station that will have an ultimate capacity of 140 mgd and the existing 70 mgd pump station.First phase of the new pump station will have a firm capacity of 35 mgd. New raw water transmission main that will be designed by others must convey the additional 140 mgd for 16,7001.f,or when sized PAGE 5 OF 28 in parallel, the two transmission mains must convey the ultimate capacity of 210 mgd when both the new and existing pump stations are operating Additional model runs will be prepared to simulate operating conditions during construction to assure that adequate capacity can be delivered with components of the raw water intake and pipelines out of service. Obtain field measured pressures at the existing pump station and water levels at the WTP. Compare field measurements with model computations,and calibrate model. Assumptions: The City of Fort Worth will provide adequate raw water system as- builts for the pipelines,pump station,valves,controls and connections. Deliverables: One workshop with up to two (2)project team members and client staff will be conducted to present results of the modeling effort and solicit comments from operations staff. Following the workshop,a technical memorandum explaining the methodology with hydraulic grade line figures for current and future minimum, average, and maximum flow scenarios. Model will be prepared with H2O map and delivered to the City in electronic format. 2.02 Surge Analysis CH2M Hill will conduct surge analysis to ensure that the work is done properly and all necessary analyses are conducted for proper design of the Pump Station. Typically,surge problems are likely to occur during power failure while pumping at a high rate. The surge computations will analyze the system as-is,including existing surge control devices,if any. Otherwise, the new parts of the system are first analyzed without surge control devices.If pressures are unacceptable at the expanded pumping rates, then additional surge control alternatives will be evaluated, such as different types of flow control valves,vacuum relief valves,surge anticipator valves,pump back-spin,bypass lines, fly wheels,or pressurized surge chambers. Cost,ease of operation,and reliability of the surge control devices will be considered as part of the evaluation and recommendations. Deliverables:A technical memorandum explaining the methodology with hydraulic grade line figures for current and future minimum,average, and maximum flow scenarios.A copy of the surge analysis results will be delivered in electronic format to the City of Fort Worth. PAGE 6 OF 28 3.00 Corrosion Protection 3.01 Soil and Water Analysis A. Collect soil samples from geotechnical borings and analyze for corrosion potential. B. Collect Water Samples and test for corrosion potential. 3.02 Corrosion Report Prepare a corrosion protection report based upon the corrosivity of the soil and water in the vicinity of the proposed facilities. Provide recommendations for corrosion protection of intake,pipeline between the intake and pump station and the new pump station. Recommendations will be implemented during design. Deliverables: Five copies of report documenting corrosion protection recommendations. PAGE 7 OF 28 5.00 Environmental Services 5.01 Basic Environmental Services A. Conduct field investigation required to delineate jurisdictional wetlands and/or waters of the U.S. for project areas involving the intake, pump station, and associated pipeline route. B. Prepare report documenting delineation for the project areas including evaluation of proposed project impacts and identification of applicable Section 404 permitting options. C. Conduct biological assessment for determination of potential impacts to protected species listed as endangered or threatened under the Endangered Species Act. D. Coordinate directly with Texas Parks and Wildlife Department (TPWD) and U.S. Fish and Wildlife Service (USFWS) regarding findings of biological assessment. E. Participation in up to two project meetings with client and engineers to coordinate information required for preparation of Section 404 permit application. F. Preparation of 404 permit application (ENG Form 4345), including required attachments and documentation for submittal to U.S. Army Corps of Engineers (USACE) G. Preparation of compensatory mitigation plan for proposed project impacts according to current USACE guidelines H. Coordination of Section 404 permit application activities for proposed project including response to comments from USACE and coordinating review agencies as required to procure verification of authorization under regional 404 permit (CESWF-99-RGP-2) I. Preparation of Storm Water Pollution Prevention Plans (SWPPP) for pump station and intake structure with associated piping to pump station for submittal with Notice of Intent (NOI) for authorization under TPDES general storm water permit. 5.02 ADDITIONAL ENVIRONMENTAL SERVICES The following services will not be performed unless authorized on a Time and Materials basis by the City of Fort Worth in writing. i f - PAGE 8 OF 28 -•� 'i-.1 ' A. Archeological excavation or mitigation B. Preparation of an application for a Sand,Gravel, and Marl Permit from the TPWD and coordination of the permit application. C. Preparation and coordination of a collective NOI for authorization under TPDES general storm water permit for the four related projects regarding expansion of water treatment capacity at Eagle Mountain Lake. D. Any other activities not specifically identified in the scope of work described above. Deliverables: Approved permits necessary to construct the project. 6.00 Raw Water Intake 6.01 Principal Elements Raw water intake system facilities will include the intake towers and the piping, valves and appurtenances to be constructed from the intake tower facilities to the suction header on the new raw water pump station. 6.02 Preliminary Sheet List A preliminary list of construction drawings anticipated for the Raw Water Intake is as follows: Preliminary Sheet Index - Eagle Mountain Raw Water Intake Sheet No. IDwg No. Description General Sheets 1 G-1 Title, Vicinity Map and Approvals 2 G-2 Drawing Index 3 G-3 Abbreviations and General Notes 4 G-4 General Legend 5 G-5 Civil and Structural Legend 6 G-6 Mechanical Legend 7 G-8 Electrical Legend 8 G-9 Instrumentation and Control Legend 9 G-11 Subsurface Investigation, Survey Control 10 G-12 Hydraulic Profile Demolition Sheets None to be provided. Copies of existing drawings with components to be removed will be "clouded" and included in Bidding Documents. Civil Sheets 11 C-1 Overall Bath metric Plan of Reservoir 12 C-2 Overall Layout 13 C-6 Intake Piping Plan and Profile 1"=20' PAGE 9 OF 28 14 C-7 Intake Piping Plan and Profile 1"=20' 15 C-8 Intake Piping Plan and Profile 1"=20' 16 C-12 Connection Details—Sheet 1 of 2 17 C-13 Connection Details—Sheet 2 of 2 18 C-14 Piping and Valve Details 19 C-15 Welded Steel Pipe Details 20 C-16 Miscellaneous Details 21 C-17 Erosion and Sediment Control Plan 22 C-18 Erosion and Sediment Control Details Mechanical Sheets 23 M-1 Intake Structure Plan and Elevations - Left 24 M-2 Intake Structure Plan and Elevations - Right 25 M-3 Intake Structure Sections and Details-Sheet 1 of 3 26 M-4 Intake Structure Sections and Details—Sheet 2 of 3 27 M-5 Intake Structure Sections and Details—Sheet 3 of 3 28 M-6 Trash Rack Plans, Sections and Details 29 M-7 Intake Valve Details—Sheet 1 of 2 30 M-8 Intake Valve Details—Sheet 2 of 2 31 M-10 Miscellaneous Details Structural Sheets 32 S-1 Pipe Support Layout— Plan and Schedule 33 S-2 Pipe Support Details - Underwater 34 S-3 Pipe Support Details—Wet Tunnel 35 S-4 Pipe Support Details — Dry Tunnel 36 S-5 Intake Structure Excavation Plan and Sections 37 S-6 Intake Structure Foundation Plan and Sections 38 S-7 Miscellaneous Pipe Support Details 39 S-8 Tunnel Walkway and Grating Layout 40 S-9 Tunnel Walkway and Grating Details 41 S-10 Valve Vault Structural Details 42 S-11 Valve Supports 43 S-12 Miscellaneous Structural Details Electrical Sheets 44 E-1 Overall One Line Diagram 45 E-2 Electrical Site Plan 46 E-3 Electrical Plan - Lighting & Security 47 E-4 Electrical Plan and Control Diagrams - Remote Operated Valves Instrumentation and Control Sheets 48 IC-1 10verall P&ID 49 IC-2 lWater Quality and Flow Measurement Standard Details 50 SD-1 IStandard Details — Sheet 1 of 2 51 SD-2 Standard Details — Sheet 2 of 2 PAGE 10 OF 28 6.03 Design Phases A. Preliminary Investigation A.1 Collect existing information on the original dam, reservoir, intake, etc and on the all modifications etc. A.2 Meet with City of Fort Worth and TRWD staff for a kickoff meeting to discuss operational, water quality and interim operation during construction considerations. Discuss two (2) intake system arrangements to consider for analysis, the conceptual design developed by the City's Program Manager, as well as the concept presented in CH2M HILL's proposal. Items to be addressed during the meeting are as follows: • Develop understanding of Water Quality/Withdrawal level, storage area curve,withdrawal rates, seasonal reservoir turn over. • Hydraulic Criteria • Operational criteria • Operational constraints during construction (requirements for maintaining water quality and supply) • Develop construction concepts and constructibility. A.3 Investigate up to two (2) intake system alternatives, the conceptual design developed by the City's Program Manager and the concept presented in CH2M HILL's proposal. The facility designed will match the City's funding constraints for construction costs. Prepare layout sketches, operational descriptions, list of advantages and disadvantages, cost estimates, construction schedules and recommendations for implementation. AA Document results of investigation in technical memorandum and distribute to team for review and comments including: • Summarize construction and performance history of dam and reservoir • Water quality issues and withdrawal elevations • Permitting issues • Dam Safety issues • Hydraulic • Geology/geotechnical • Survey and datum • Conceptual design report for alternatives • Review of concepts with marine contractors • Construction cost estimates • Construction schedules PAGE 11 OF 28 • Provide implementation recommendations A.5 Host conference call to discuss results and input from project team. Select preferred alternative for final design. Alternative selected will be the basis for design of the raw water intake facilities. If the recommended intake facility construction cost estimate is not consistent with the currently budgeted construction costs, additional fees for design will be negotiated. Deliverables: Eight (8) copies of final preliminary design report. B. Preliminary Design B.1 Perform a detailed multibeam bathymetric survey with a sub bottom profiler of a 400 ft x 400 ft area in the vicinity of the intake structure and a 300 ft x 500 ft area in the vicinity of the pipeline downstream of the dam. The mapping will provide detailed mapping of the lake floor features in the survey area, including any exposed rock. Completed survey will result in bottom topography, the downstream river bottom and adjacent channels to tie the exact location of all existing facilities, in the reservoir, in the conduit (tunnel) through the dam and downstream of the dam. B.2 Perform a geophysical investigation of the lake bottom in the vicinity of the intake and underwater pipeline using low frequency seismic system or similar to attempt to map subbottom conditions within the survey area. This survey will determine the type and consistency of the sedimentation of the lake bottom and possibly identify any rock outcroppings and river channel cuts in the lake bottom surface. B.3 After the bathymetric survey, sub bottom profiling and initial layout of inlet facilities,locate 2 borings necessary to understand the geology of the site in the vicinity of the intake. We propose to drill and sample in the test borings that will be extended to nominal depths of 50 to 100 feet (or up to 40 feet into the primary rock formation)below the existing bottom of lake elevation. Modifications of the boring depths may be indicated after completion of the first one or two borings. We plan to drill the borings using a drill rig that is mounted on a barge. Up to an additional 4 borings will be drilled for the raw water pipeline between the tunnel and the new pump station. PAGE 12 OF 28 B.4 Perform a detailed diver inspection of the existing underwater intake facilities. B.5 Prepare 30% complete construction drawings, table of contents for the technical specifications. Program Manager will update the construction cost estimates and CH2M HILL will review provide comments. Deliverables: Five (5) sets of Drawings and Specifications, and schedule. B.6 After client review, collect consolidated comments from City of Fort Worth and develop 90% complete construction documents including drawings, technical specifications and bidding documents. Submit package to client for review and comments. Deliverables: Five (5) sets of Drawings,Specifications and Bidding Documents. C. Final Design Incorporate 90%comments and develop 100%complete bidding and construction documents for final approvals by City and TRWD. Deliverables: Signed and sealed final Bidding Documents for approval by City of Fort Worth and TRWD. 6.04 Bidding Services Assist Tarrant Regional Water District with advertising project for bidding. Services will include providing assistance in advertisement,attending pre-bid meeting, answer questions during bidding,maintain plan holder's list,issue any necessary addenda,sell bidding documents to potential bidders,review and tabulate bids and provide a recommendation for award. A. Addendum Preparation This task is for the production of addenda by providing time for modifications to the Contract Documents of the Project that may be necessary to properly convey the changes being implemented by the addenda. Assumptions:Two addenda for the following disciplines:Mechanical,Structural, Electrical,and Instrumentation and Control,and Civil. B. Document Distribution This task is for the reproduction and distribution of bidding documents. PAGE 13 OF 28 Assumptions:The advertisement period will be 30 days. CH2M HILL will coordinate the distribution of bidding documents and maintain the planholders list. Non-refundable bidding documents will be sold to offset the cost of printing, postage and handling. C. Answer Contractors Questions This task is for responding to questions from prospective bidders and distributing the answers in writing to plan holders D. Pre-Bid Meeting The project team will conduct and document one Pre-bid Conference at TRWD's office. Up to two (2)project team members will attend the Pre-Bid Meeting. The City's program manager will arrange and conduct the meeting. E. Bid Opening The project team will conduct and document one Bid Opening at TRWD's office. F. Bid Tabulation and Recommendations The project team will prepare a summary documenting the bids and a letter documenting the results of this evaluation and recommendation for award of the construction. Deliverables:Bid tabulation and written recommendation for award. 6.05 Services During Construction A. Pre-Construction Meeting The pre-construction meeting will include a discussion of the CONTRACTOR's tentative schedule,procedures for transmittal and review of the CONTRACTOR's submittals,processing payment applications,critical work sequencing,change orders,record documents,and the CONTRACTOR's responsibilities for safety and first aid. Assumptions: Meeting will be held at a Fort Worth facility and will last 1 to 3 hours. Approximately,2 consultant staff will be present. The City's program manager will arrange and conduct the meeting. B. Conformed Document Preparation Upon completion of the bid phase,ENGINEER shall revise the construction contract drawings and specifications to incorporate addendum's. Deliverables:Conformed Documents. C. Submittal Review Review drawings and other data submitted to the ENGINEER by the CONTRACTOR as required by the construction contract documents. ENGINEER's review shall be for general conformity to the construction contract documents and PAGE 14 OF 28 shall not relieve the CONTRACTOR of any of his contractual responsibilities. Such reviews shall not extend to means,methods, techniques,sequences,or procedures of construction,or to safety precautions and programs incident thereto. Assumptions:Twenty-six submittals will be necessary at an average re-submittal factor of 1.5. Deliverables: Comments for each submittal. D. Respond To Requests For Information Assist the OWNER in responding to Request for Information(RFI) from CONTRACTOR. Assumptions:It is assumed that 14 RFI's will be reviewed by ENGINEER. Requests shall be limited to interpreting construction contract documents when requested by OWNER or the CONTRACTOR. E. Contractor Pay Request Review No pay request review will be performed. F. Site Visits Site visits will be made to observe progress of the work, and consult with CONTRACTOR concerning problems and/or progress of the work. Assumptions:ENGINEER shall visit the construction site once per month for the period of construction up to a twelve (12) month period. Additional site visits will be paid for on a Time and Materials basis by the City of Fort Worth. G. Change Order Preparation This task is for the production of Change Orders by providing time for modifications to the Contract Documents of the Project that may be necessary to properly convey the changes being implemented by the change order. Assumptions:Four change orders for the following disciplines:Mechanical, Structural,Electrical,and Instrumentation and Control, and Civil. H. Resident Observation No resident observation is included in this Scope of Services. I. Specialty Inspections Up to two specialty inspections of one day each are included in this scope of services. Additional specialty inspections shall only be performed if requested by the City of Fort Worth in writing. If authorized,the City will reimburse CH2M HILL on a Time and Materials basis for each individual inspection. J. As-Built Drawings Upon completion of the Project,ENGINEER shall revise the construction contract drawing to conform to the construction records. PAGE 15 OF 28 Assumptions: A total of 51 sheets will be included in the drawing package. Deliverables: As-Built Drawings. K. Final Inspection Upon substantial completion, assist the OWNER in the inspection of the constructed work and the preparation of a punch-list of the items to be completed or corrected before final completion of the project.Submit results of the inspection to the CONTRACTOR. Upon completion or correction of the items of work on the punch- list, assist the OWNER in conducting a final inspection to determine if the work is completed. Provide written recommendations concerning final payment to OWNER,including a list of items,if any, to be completed prior to making such payment. Final inspections are as follows: • Project Manager-2 days of inspection • Design Manager-2 days of inspection • Dam Expert-2 days of inspection Assumptions:No more than two,one day site visits will be necessary for final inspection. Deliverables: Punch list,inspection results,and written recommendations concerning final payment. 7.00 Pump Station 7.01 Principal Elements The new pump station will be in close proximity to the existing pumping facility. Pump Station will be designed for an ultimate capacity of 140 mgd with the initial phase being 35 mgd.Design will start in July of 2004 and must be completed by June 2005. Construction shall occur between the dates of September 2005 and May 2007. Raw Water Pump Station Contract Documents will be prepared as a stand-alone set, separate from the Raw Water Intake Contract Documents. The Raw Water Pump Station facilities will include pumps,associated valves and appurtenances,surge control,suction piping up to the flange connection with the raw water main,and discharge piping to the beginning of the raw water pipeline. PAGE 16 OF 28 7.02 Preliminary Sheet List The preliminary sheet list for the pump station is as follows: Sheet Dwg No. Description No. 1 G-001 Cover Sheet 2 G-002 Location Ma 3 G-003 Drawing Index 4 G-004 Standard Abbreviations 5 G-005 Process Symbols and Abbreviations 6 G-006 Standard Notes 7 G-007 Pump Station P&ID 1 8 G-008 Miscellaneous P&ID 9 G-009 Plant Water Schematics 10 G-010 Potable Water Schematic 11 G-011 High Pressure Air Schematic 12 G-012 Site Plan 13 C-001 Grading Plan 14 C-002 _Grading Details 15 C-003 Landscaping Plan 16 C-004 Landsca ing Details & Schedules 17 C-005 Piping Plan 18 C-006 Piping Sections and Details 19 C-007 Drain Piping 20 C-008 Potable Water Piping 21 C-010 Entry Gate 22 C-011 Misc Grading, Paving, Piping 23 C-012 Misc Grading, Paving, Piping 24 C-013 Misc Grading, Paving, Piping 25 C-014 Details 26 C-015 Details 27 M-001 PS LL Plan 28 M-002 PS Floor Plan 29 M-003 Section 30 M-004 Section 31 M-005_Pump Details 32 M-006 Misc Section & Details 33 M-007 Misc Section & Details 34 M-008_Pipe Connection Details 35 M-009 Mech Details 36 M-010 Mech Details 37 H-001 HVAC & Plumbing Plan 38 H-002 HVAC & Plumbing Schedules & Details 39 A-001 Floor Plan 40 A-002 Roof Plan 41 A-003 Exterior Elevations PAGE 17 OF 28 42 A-004 Exterior Elevations 43 A-005 Wall Sections 44 A-006 Wall Sections 45 A-007 Stair Sections 46 A-008 Door&Window Details & Schedules 47 A-009 Details & Finish Schedule 48 S-001 Foundation Plan 49 S-002 Floor Plan 50 S-003 Roof Framing Plan 51 S-004 Beam Schedule 52 S-005 Sections 53 S-006 Sections 54 S-007 Sections & Details 55 S-008 Sections & Details 56 S-009 Stair Sections 57 S-010 Misc Details 58 S-011 Misc Details 59 S-012 Structural Notes 60 E-001 Electrical Legend & Symbols 61 E-002 Site Plan 62 E-003 Oneline Diagram 63 E-004 MCC & Switchgear 64 E-005 Power and Grounding Plan 65 E-006 Liahtina Plan 66 E-007 Control Schematics 67 E-008 Control Schematics 68 E-009 Electrical Room Plan 69 E-010 Sections 70 E-011 Panelboard Schedules 71 E-012 Misc Details 72 E-013 Valve & Meter Vaults 73 E-014 Misc Details 74 1-001 1/0 Schedule & Block Diagram 75 1-002 Radio Telemetry Details 76 1-003 Instrument Details 77 XXX misc 78 XXX misc 79 XXX misc 80 XXX misc 81 XXX misc 82 MS - Surge Valve Vault XXX 83 MS - Surge Energy Dissipator XXX PAGE 18 OF 28 7.03 Design Phases A. Preliminary Investigation A.1 Detailed review of existing raw water pump station plans/specifications, shop drawings, other files and information, and operating procedures. A.2 Project Team will meet with City of Fort Worth and TRWD staff for a kickoff meeting to discuss operational considerations. Meeting agenda and minutes will be distributed after the meeting to all attendees. A.3 Obtain plan and profile sheets for the existing pipeline: 16,700 feet of 54-inch. This information will be needed for the hydraulic analysis. AA Prepare layout sketches of pump siting conceptual design developed by the City's Program Manager. No other alternatives will be considered. Operational descriptions, list of advantages and disadvantages, cost estimates, construction schedules and recommendations for implementation. A.5 Document results of investigation in draft technical memorandum and distribute to team for review and comments. A.6 Meet to discuss results and input from project team and City and TRWD personnel. Finalize technical memorandum and distribute to project team. Final recommendation will be the basis for preliminary design of raw water pump station facilities. Deliverables: Eight(8) copies of final preliminary design report. PAGE 19 OF 28 B. Preliminary Design B.1 Perform topographic survey of area around the existing pump station. B.2 Perform a geotechnical investigation in the area of the proposed pump station site. Drill and sample in 4 test borings, which will be extended to nominal depths of 50 to 125 feet (or up to 60 feet into the primary rock formation) below the existing ground surface. Modifications of the boring depths may be indicated after completion of the first one or two borings. Borings will be drilled using a truck or an ATV-mounted drill rig equipped for rotary drilling methods. B.3 Prepare 30%complete construction drawings and table of contents for the technical specifications for review by the project team. No construction cost estimates will be prepared. The estimates prepared by the City's Program Manager will be reviewed and comments will be offered. B.4 Hydraulic analysis,system curve development, and pump selection. A hydraulic model will be used to define acceptable ranges of the Total Dynamic Head (TDH) required for the pump station under several flow scenarios. This information will be used to guide pump selection. The system head curves will be overlaid with individual pump performance curves representing the capabilities of individual and multiple pump combinations in order to accurately select the right size pumps for the system head conditions. Two new intake facilities will be sized to serve a new pump station that will have an ultimate capacity of 140 mgd. First phase will have a firm capacity of 35 mgd. New raw water transmission main must convey the additional 140 mgd for 16,7001.f, or when sized in parallel, the two transmission mains must convey the ultimate capacity of 210 mgd. B.5 Obtain field measured pressures at the existing pump station and water levels at the WTP. Compare field measurements with model computations, and calibrate model. PAGE 20 OF 28 B.6 Surge analysis: CH2M HILL conducts surge analyses as a regular step in our pump station and conveyance designs. We do this work with in-house staff to ensure that the work is done properly and all necessary analyses are conducted for proper design of the Pump Station. Typically, surge problems are likely to occur during power failure while pumping at a high rate. The surge computations will analyze the system as-is, including existing surge control devices, if any. Otherwise, the new parts of the system are first analyzed without surge control devices. If pressures are unacceptable at the expanded pumping rates, then additional surge control alternatives will be evaluated, such as different types of flow control valves, vacuum relief valves, surge anticipator valves, fly wheels, or pressurized surge chambers. Cost,ease of operation, and reliability of the surge control devices will be considered as part of the evaluation and recommendations. B.7 After client review,conduct a conference call to present proposed facilities,receive comments from client and identify any additional data needs. Prepare and distribute meeting minutes to attendees. B.8 Incorporate the comments received and develop 90% complete construction documents including drawings, technical specifications, and bidding documents. Submit package to client for review and comments. Deliverables: Five (5)sets of Drawings,Specifications and Bidding Documents. C. Final Design Collect a single set of consolidated comments from the City of Fort Worth and incorporate 90%comments and develop 100%complete bidding and construction documents for final approvals by the City of Fort Worth. Deliverables: Signed and sealed final Bidding Documents for approval by City of Fort Worth. 7.04 Bidding Services Assist City of Fort Worth with advertising project for bidding. Services will include providing assistance in advertisement,attending pre-bid meeting,answer questions during bidding,maintain plan holder's list,issue any necessary addenda,review and tabulate bids and provide a recommendation for award. PAGE 21 OF 28 A. Addendum Preparation This task is for the production of addenda by providing time for modifications to the Contract Documents of the Project that may be necessary to properly convey the changes being implemented by the addenda. Assumptions: Two addenda for the following disciplines: Mechanical, Structural, Electrical, and Instrumentation and Control, and Civil. B. Document Distribution This task is for the reproduction and distribution of bidding documents. Assumptions:The advertisement period will be 30 days. CH2M HILL will coordinate the distribution of bidding documents and maintain the planholders list. Non-refundable deposits will be collected from planholders to offset the costs of reproduction,postage and handling. C. Answer Contractors Questions This task is for responding to questions from prospective bidders and distributing the answers in writing to plan holders. D. Pre-Bid Meeting Up to two (2) consultant staff will conduct one Pre-bid Conference at the project site or City's office. The City's program manager will arrange and conduct the meeting. E. Bid Opening Attend Bid Opening at the City's office. The City or the City's program manager will arrange and conduct the bid opening. F. Bid Tabulation and Recommendations The project team will prepare a summary documenting the bids and a letter documenting the results of this evaluation and recommendation for award of the construction. Deliverables: Bid tabulation and recommendation for award. 7.05 Services During Construction A. Pre-Construction Meeting The pre-construction meeting will include a discussion of the CONTRACTOR's tentative schedule,procedures for transmittal and review of the CONTRACTOR's submittals,processing payment applications,critical work sequencing,change orders,record documents,and the CONTRACTOR'S responsibilities for safety and first aid. Assumptions:Meeting will be held at a Fort Worth facility and will last 1 to 3 hours. Approximately,2 consultant staff will be present. City's program manager will arrange and conduct the meeting. PAGE 22 OF 28 B. Conformed Document Preparation Upon completion of the bid phase,ENGINEER shall revise the construction contract drawings and specifications to incorporate addendum's. Deliverables: Conformed Documents. C. Submittal Review Review drawings and other data submitted to the ENGINEER by the CONTRACTOR as required by the construction contract documents. ENGINEER's review shall be for general conformity to the construction contract documents and shall not relieve the CONTRACTOR of any of his contractual responsibilities. Such reviews shall not extend to means,methods, techniques,sequences, or procedures of construction,or to safety precautions and programs incident thereto. Assumptions:Up to 50 submittals will be necessary at an average re-submittal factor of 1.5. Deliverables: Comments for each submittal. D. Respond To Requests For Information Assist the OWNER in responding to Request for Information(RFI)from CONTRACTOR. Assumptions:It is assumed that 30 RFI's will be reviewed by ENGINEER. Requests shall be limited to interpreting construction contract documents when requested by OWNER or the CONTRACTOR. E. Contractor Pay Request Review No pay request review will be performed. F. Site Visits Site visits will be made to observe progress of the work, and consult with CONTRACTOR concerning problems and/or progress of the work. Assumptions: ENGINEER shall visit the construction site once per month for the period of construction up to a twelve (12)month period. If authorized by the City of Fort Worth in writing,additional site visits will be paid for on a Time and Materials basis. G. Change Order Preparation This task is for the production of Change Orders by providing time for modifications to the Contract Documents of the Project that may be necessary to properly convey the changes being implemented by the change order. Assumptions:Four change orders for the following disciplines:Mechanical, Structural, Electrical,and Instrumentation and Control,and Civil. H. Resident Observation No resident observation is included in this Scope of Services. PAGE 23 OF 28 I. Specialty Inspections Up to two,one day,specialty inspections are included in this scope of services. Additional specialty inspections shall only be performed if requested by the City of Fort Worth in writing. If authorized, the City will reimburse CH2M HILL on a Time and Materials basis for each individual inspection. Up to two factory witness tests will be attended by the project manager and engineering discipline lead at the manufacturer's facility. The factory witness tests will be one day. Costs for travel,lodging and food will be borne by the Contractor or equipment manufacturer. Additional factory witness tests shall only be performed if requested by the City of Fort Worth in writing.If authorized, the City will reimburse CH2M HILL on a Time and Materials basis for each individual witness test. J. As-Built Drawings Upon completion of the Project,ENGINEER shall revise the construction contract drawing to conform to the construction records. Assumptions:A total of 83 sheets will be included in the drawing package. Deliverables: As-Built Drawings. K. Final Inspection Upon substantial completion,assist the OWNER in the inspection of the constructed work and the preparation of a punch-list of the items to be completed or corrected before final completion of the project.Submit results of the inspection to the CONTRACTOR. Upon completion or correction of the items of work on the punch- list,assist the OWNER in conducting a final inspection to determine if the work is completed. Provide written recommendations concerning final payment to OWNER,including a list of items,if any,to be completed prior to making such payment. Final inspections are as follows: • Project Manager-2 days of inspection • Design Manager-2 days of inspection • Dam Expert-2 days of inspection Assumptions:No more than two,one day site visits will be necessary for final inspection. Deliverables: Punch list,inspection results,and written recommendations concerning final payment. PAGE 24 OF 28 8.00 General Assumptions 8.01 Design A. The design scope is based on information in the Request for Proposals dated April, 2004 issued by the City of Fort Worth and CH2M HILL's proposal dated May of 2004. All major systems, components and equipment will be sized the same type as defined in the report. B. The design work on this project will last 11 months and be completed in June 2005. C. The design approach will be based on interactive workshops with CH2M HILL Project Manager,key design staff and City staff. Senior technical experts will be available to consult via conference calls. Design documentation will utilize informal deliverables e.g., sketches, a few preliminary drawings,catalog cuts,and workshop meeting minutes. D. With the exception of the final client review, the project team will not stop during formal reviews of submittals because we are discussing quality issues on an ongoing basis with the client. E. OWNER reviews of the 30 percent,90 percent and 100 percent complete contract document submittals. F. The design will be based on the federal, state, and local codes and standards in effect at the start of the project. Any changes in these codes may necessitate a change in scope. G. The design documents will be prepared for 2 construction contracts that will consist of the Eagle Mountain Raw Water Intake and Pump Station Improvements. H. The OWNER's front-end documents and CH2M HILL Division 1 through 16 specifications will be used. I. Electronic copies of the contract document legals and technical specifications will be delivered to the OWNER in the most recent version of Microsoft Word. J. No equipment prepurchase will be required. In the event prepurchased equipment is required to accommodate the City's schedule,CH2M HILL will provide assistance to the City in reviewing the submitted bids to assure conformance to the Technical Specifications. K. The drawings will follow CH2M HILL CAE/CAD standards. PAGE 25 OF 28 L. Microstation will be used to develop the drawings and final record drawings will be converted to .dxf format for delivery to the City of Fort Worth. M. Any investigation and remediation of possible hazardous waste, asbestos,lead paint or other types of contamination will be conducted as a separate contract. N. Partial demolition of the existing raw water intake towers may be accomplished as part of this contract. No equipment relocations or salvage will be required. The Owner will provide drawings of these facilities for use as reference drawings in the construction documents. O. Up to one legal description and easement of the proposed pump station site will be required. P. Test pits to be provided by the OWNER will be required to locate existing underground utilities, duct banks and site piping in the area of the work. CH2M HILL will use the information provided to develop the existing site utility drawings. Q. Civil sitework plans will be provide only for areas of the site involving significant disturbance to existing grading. R. Site drawings will only be prepared for those sectors in the plant where new facilities are to be constructed. S. Landscaping will be limited to seeding or sodding. T. The only new roadway work required is in immediate area of new facilities. U. Only portions of the existing plant roadways will be repaved after all other construction activities are complete. V. Roadway profile drawings are not required. W. Building architecture (materials, construction) will be similar to existing buildings. X. Building sprinkler systems are not required for the new buildings. Y. Profile drawings will be provided only for underground piping greater than 12-inches in diameter. Z. Instrumentation and control will be coordinated to be compatible with the City's system for the overall Eagle Mountain Water Treatment Plant Expansion Project. AA. Software programming for the installation and operation of project components will be provided by others. PAGE 26 OF 28 BB. The new instrumentation and control system will be based on the use of programmable logic controllers. Monitoring of the plant status will be by a commercially available PC based software package. Remote control of plant components will be provided. CC. No backup electrical power source (engine generator) is required in the project. DD. Point-to-point wiring diagrams will not be provided. EE. Corrosion control provisions will be recommended and details will be provided on the construction drawings. FF. Five (5) copies of 11 X 17 drawings or on-line files will be provided for each review by the OWNER. GG. At the conclusion of the design phase of the project, the electronic drawing files will be translated to AutoCAD,Version 2000 for the OWNER's records. 8.02 Bid Phase A. This project will be bid as two straightforward projects consisting of up to 12 bid items. No complex combination or add/deduct format is required. No prepurchase of equipment will be necessary. B. Prospective bidders will be prequalified by the City of Fort Worth with some assistance by CH2M HILL. C. Reproduction costs will be paid by CH2M HILL. The purchase price of the documents paid by the plan holders will be used to offset the reproduction costs, shipping and handling. D. The advertisement period will be 4 weeks. E. CH2M HILL will sell and distribute the bid documents. F. The OWNER will receive and respond to all questions from plan holders. CH2M HILL will assist the OWNER in developing responses to these questions when requested. G. CH2M HILL will attend one Pre-bid Conference at the project site or OWNER's office for each of the two projects. The city's program manager will arrange and conduct the meeting. H. The project will be bid only once. I. Only the two lowest bids and supporting documentation will be evaluated. CH2M HILL will prepare a letter documenting the results of this evaluation and recommendation for award of the construction contract. If requested,CH2M HILL will assist the OWNER's staff in presenting the recommendation to the City Council. PAGE 27 OF 28 J. CH2M HILL will prepare 10 sets of contract documents for execution by the OWNER and CONTRACTOR. 8.03 Services During Construction A. The construction period will last 18 months beginning September, 2005. B. The project will be constructed under two construction contracts. C. Any labor and expenses required to address construction claims, unforeseen subsurface considerations or additional construction requested by the CONTRACTOR or OWNER would be additional costs. D. Any claims resolution or litigation assistance requested of CH2M HILL will constitute a change in scope. PAGE 28 OF 28 EXHIBIT 1 LIST OF DELIVERABLES FOR EAGLE MOUNTAIN LAKE RAW WATER INTAKE AND PUMP STATION 1.00 Project Definition Phase 1.01 Project Setup/Planning/Scheduling Deliverables: Project Instructions 1.02 Kickoff Meeting Deliverables: Meeting Agenda and Minutes 1.03 Project Controls Deliverables:Monthly invoices and project schedule updates 1.04 Quality Management Deliverables: Copies of the Quality Management Plan will be distributed to team members as an Appendix for the Project Instructions 2.00 Hydraulic Modeling 2.01 Raw Water System between Intake and Pump Station and Pump Station to WTP Deliverables: Two workshops with up to two (2) project team members and client staff will be conducted to present results of the modeling effort and solicit comments from operations staff. Following the workshop, a technical memorandum explaining the methodology with hydraulic grade line figures for current and future minimum,average,and maximum flow scenarios. Model will be prepared with H2O map and delivered to the City in electronic format. 2.02 Surge Analysis of Raw Water Supply System Deliverables:A technical memorandum explaining the methodology with hydraulic grade line figures for current and future minimum,average,and maximum flow scenarios. A copy of the surge analysis results will be delivered in electronic format to the City of Fort Worth. 3.0 Corrosion Protection Deliverables: Report documenting recommendations for corrosion protection of raw water intake,pipeline from intake to raw water pump station and raw water pump station. 4.00 Environmental Permitting Deliverables: Approved Permits necessary to construct the project. 5.0 Raw Water Intake 5.01 Principal Elements Deliverables: Eight copies of final Preliminary Design Report 5.02 Preliminary Sheet List 5.03 Design Phases A. Preliminary Investigation B. Preliminary Design C. Final Design Deliverables: Five sets of Drawings,and Specifications and updated schedule for each submittal. One set of final signed and sealed mylar drawings and bidding documents for approval by TRWD and the City of Fort Worth. 5.04 Bidding Services Deliverables: Fifty (50) sets of documents for bidding. Responses to BFI's, Bid Tabulation,recommendation for award. 5.05 Services During Construction Deliverables: Ten (10) sets of conformed contract documents,shop drawings submittals,responses to RFI's,recommendations for change orders, mylar as- built drawings that conform to inspectors construction records. 6.0 Pump Station 6.01 Principal Elements Deliverables: Eight copies of final Preliminary Design Report 6.02 Preliminary Sheet List 6.03 Design Phases A. Preliminary Investigation B. Preliminary Design C. Final Design Deliverables: Five sets of Drawings,Specifications, and schedule updates for each submittal. One set of final signed and sealed mylar drawings and bidding documents for approval by TRWD and the City of Fort Worth. 6.04 Bidding Services Deliverables: Fifty (50) sets of documents for bidding. Responses to RFPs,Bid Tabulation, recommendation for award 6.05 Services During Construction Deliverables: Ten (10) sets of conformed contract documents, shop drawings submittals,responses to RFI's, recommendations for change orders,mylar as- built drawings that conform to inspector's construction records. ATTACHMENT B COMPENSATION AND PAYMENT SCHEDULE ATTACHMENT B TO AGREEMENT FOR ENGINEERING SERVICES BETWEEN THE CITY OF FORT WORTH AND CH2M HILL FOR ENGINEERING SERVICES FOR EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION COMPENSATION I. BASIC ENGINEERING SERVICES For engineering services provided under Attachment A, the City shall pay the Engineer on a Salary Cost Method, an amount not to exceed $1,632,348, according to paragraphs A, B, and C below. The basis for this payment is shown in Exhibit B-3. The range of hourly rates for staff that will be assigned to the project are included in Exhibit B-3A A. Labor: The Engineer shall be compensated for the services of his personnel on the basis of Salary Cost times 2.30 for the time such personnel are directly utilized on the work. Salary cost is defined as the cost of salaries (including sick leave, vacation, and holiday pay applicable thereto)plus unemployment compensation insurance,retirement benefits, and medical and other insurance benefits. The salaries of any personnel assigned are subject to reasonable modification by the Engineer throughout the terms of this Agreement; however, such modifications will not affect the upper limit of this Agreement. B. Other Incidental Direct Costs: The Engineer shall be compensated at his cost plus 5% for all costs other than salary costs that are incurred pursuant to this Agreement, but which are not normally included as part of the Engineer's overhead. These costs include, but are not limited to: airfare, automobile rental, mileage charges, parking, tolls, taxi, meals, lodging, telephone, printing and reproduction costs, postage and mailing costs, and other miscellaneous costs incurred specifically for this Project. C. Subconsultant Services: For all subconsultant services, the Engineer shall be compensated at his actual subconsultant cost plus 5%. Attachment B-1 co (D 0) O O O cc 0 0 0) C ob o 0 M M OOO OO N O 00 00 V' C) (D V Op C OOO (DO (Cl InMN N D7 N C) 'n N (0 O N V -D O 0) N M (n V N 0)M EA M Lo M (D (D(A N to .-b9 69 V (f3(D _ di !9 tH 69 fA to ' (A Ui 0) U y N N N C @ C O O 0 @ C n d d C N U 0 OU Lu a !4 O C E U' ~min > g c@ m p o >. Y O U C 0 t N t0 E U) aui -E F c d r cn n4 mrn L° coY a FE c � U � ` o X G1 Z N W x O > (n m _C W C -6 '0 w L yU �°) CD a m c u co y (Drnc Y D y U CN cz (G L U o y U y O C J � 3 m U y` 0 y L L J U) p d C m J C U y 0 Q E 3 = 0- � (D WU0 UCS 3 04 dQ o � mQ " (a. C m x (u ad : E 3Zm Swn O L) Q (LE5C7 � Q N � - O. E (`nn o (pn0000 "om 7 op (nr (D ca C) (D r_v (7 N N w Cp 00 V M V/ 611 ;;fA H9 69 to V) VV C6 tO C 0 o ~ O M0)r� Co (Ou) p (n r- (D m Q1 U J O (D(D V V(O O a0 N Cl) J lo N N co r--r C V r O JO (O N Cr) 04 00 04 m cli LO (A to 69 M fA(19 �iA GO (D W L m 44 b9 L N = V O O O O O co O O) co i+ U co 00000 — r O co V (Q (n 0C 0 0 0 0 0 0(O M 3 c O (O (O f:m CD LON (D m Vf(D M LLI V> cli61> 60, 00 co m 8 Nm# to OC Qm V m 7 Vm N m y 0Cd L > WL o < c)(� (uo c. y J o ma v ()ff c « E Of � Zr c no c LI O = y EQ UQ 7 0 N o a a W o 2 V 0 o E jay a U) y y3 (� a co CC p 4 O O C m c nU yU (o o f c mm a) rn y m _ U U C he �- d M0 m0 m0 m L uc .oc („g � y � y m � 00 O 2 S C C O) C C 0 O C 0�2d C O)� O O)C U m U R o_ 0Em0:-�o_ rogm� m x i 3 U H o3om (n(JJOm (n w o 3 m o a m u u �>.o c m m axUwT a in U F N M V (n (D N A r Eagle Mountain Raw Water Intake and Pump Station Improvements Engineering Cost Development Table Project Design Senior oject tulle Task Suolesk PMsefrasM Desai eon Principle Man er Manage,Consultant EPreer Technlmn Admin Leon ea Prore-Zonal Total 1 PROJECT DEFINITION 1 PROJECT SETUP/PLANNING45CHEDULING 24 9 2 32 $7.544 5681 38.225 2 KICKOFF MEETING 4 8 d 4 4 $4.450 5402 $4,652 3 PROJECT CONTROLS 80 176 $23,755 52.146 $25,901 4 QUALITY MANAGEMENT a 8 4 16 1 SS 160 $468 $5.625 0 2 HYDRAULIC MODELING 32 112 108 335.267 33.1 Bfi (38.453 3M88N 38'4 7 CORROSION PROTECTION 2d 40 60 32 331.163 $3.096 $34.259 OUTSIDE PROFESSIONA 3':534:2 4 ENVIRONMENTAL PERMITTING 8 6 52,N5 5103 $2.448 OUTSIDE PROFESS $39,782 539.782 .9097 5 1 RAW WATER INTAKE 1 INTAKE I N PROJECT MANAGEMENT,WORKSHOPS a 1.1 AND COST ESTIMATES 408 56 70 202 1 5130.619 511 799 $142.418 1.2 DESIGN AND CONSTRUCTION DOCUMENTS 208 104 1038 523 104 3238.895 $21,280 3259.975 OUTSIDE PROFESSIONAL 5171,750 171,750 2 SID SERVIa5 2.1 ADDENDUM PREP 8 8 8 53,106 $281 $3,387 2.2 DOCUMENT DISTRIBUTION 8 40 U.969 5359 $4,329 2.3 ANSWER CONTRACTOR QUESTIONS 18 18 4 $6,710 SSW $7,316 2.4 PRE-BID MEETING 8 S1,347 3122 $1,489 2.5 810 OPENING 4 $673 1 $81 $734 2.8 BID TAB 8 RECOMENDATION 4 4 $938 1 Sas $1.021 3 INTAKE CONsTRUCT1pN SERWCES 3.1 PRE CONST MTG 6 $1,1x7 122 $t,d88 3T CONST MGT 10 20 8 311,998 S1,p84 $13,082 3.3 CONFORMED DOC 0 SO SD $0 34 SUBMITTAL REVIEW 90 7l1 $17,M7 51,541 $18,588 3.5 NEI 24 12 34 489 05 $4.894 3.6 SITE VISITS 40 7,273 $657 $7,930 3.7 CHANGE ORDER PREP 24 8 4 $5.367 $485 S5,852 3.8 SPECIALTY INSPECTIONS 24 53.998 3361 $4.359 3.9 AS-8UILT DWGS 8 60 100 $28,347 $2.561 530.908 3.10 FINAL INSPECTION 16 52,909 I S263 $3,172 OUTSIDE PROFESSIONAL $12000 $12,000 6 PUMP STATION 1 DESIGN SERVICES PROJECT MANAGEMENT,WORKSHOPS B 1.1 iAND COST ESTIMATES 28 80 $13,470 51.2t7 $14,687 1.2 DESIGN AND CONSTRUCTION DOCUMENTS 220 40 $341530 $3.119 $37,649 OUTSIDE PROFESSION 5530,592 $530.592 2 6 S VI E 2.1 ADDENDUM PREP 8 8 $1.871 5169 $2,040 2.2 DOCUMENT DISTRIBUTION 1 8 48 1 $4.574 1 5413 $4.987 2.3 ANSWER CONTRACTOR QUESTIONS 8 $1.347 1 5122 51,489 24 PRE-BID MEETING 4 $673 S61 5734 2.5 BID OPENING 4 5673 $67 5734 2.8 BID TAB 8 RECOMENDATION 8 51,347 5122 $1.469 OUTSIDE PROFESSIONAL 521,949 $21,949 3 TION RVICE 3.1 PRE CONST MTG 8 $1,347 $122 $1,459 3.2 CONST MGT 8 $1,347 $122 Si,469 3.3 CONFORMED DOC $0 3.4 SUBMITTAL RENEW 16 110 (8.307 5841 $10,148 35 RFI 4041 1 4 54,303 1 3389 $4.892 3.6 CONTRACTOR PAY REQUESTS SD V SITE visrrS 50 3.8 CHANGE ORDER PREP 4 4 $935 564 51,019 39 SPECIALTY INSPECTIONS 6 51,043 $94 51,13 3.10 AS-BUILT DWGS 16 a 8 $4164 $378 54.562 3.11 FINAL INSPECTION 2 $261 $24 $285 OUTSIDE PROFESSIONAL 1,616 591 618 SUMMARY 20 4921 354 380 2128 771 618 59,6 359,584 5867,689 $1,586,909 MARKUP ON EXPENSES $2,055 MARKUP ON OUTSIDE PROFESSIONALS $43.384 GRAND TOTAL 31,632.341 Task 4 Description CH2M HILL Labor Target 1 ProjeU Definition Phase $40.941 540,909 2 Hydraulic Modeling $35.616 535,267 3 Environmental Permitting 52,273 S2,245 4 Raw Water Intake Design 5368,862 $369.314 Bidding Services 516.140 $16.741 Services During Construction $81,582 $82.785 5 Pump Station Design $46.408 $48,000 Bidding Servlces $10,405 $10,485 Services During Construction $22,561 $22,727 7 Additional Services Subtotal CH2M HILL Labor by Task $626,788 $628,473 Task EM.PM.PL-PROJECT SETUPIPIANNINGISCHEDULING LINDQUIST,ROGER W Sr Consultant 2 $66.04 5132.08 3.45 $455.68 BIGLEN,DOUGProject Manager 24 546.92 $1,876.80 3.45 $3,8114.98 DSR Senior Profeulonal Deslcn Manager 8 $43.00 $344.00 3.45 $1,186.80 VALLEJO.MELISSA Prolect Assistant 32 518.27 $584.64 3.45 $2,017.01 ROJECT SETUPIPLANNINGISCHEDULING 66 $7,544.46 Task EM.PM.MG-KICKOFF MEETING TERRELL,ROBERT E Principal 4 $78.91 5631.28 3.45 $1,088.96 LINDQUIST,ROGER W Sr Consultant 4 566.04 51,584,96 3.45 $911.35 B[GLEN.DOUG Project Manager 8 5413.92 $750.72 3.45 $1,294.99 DSR Senior Professional Design Manager 4 $43.00 5688.00 3.45 5593.40 DSR Senior Professional Project Engineer 4 543.00 51.376.00 3.45 $593.40 it for Task EM.PM.MG-KICKOFF MEETING 24 $4,482.10 Task EM.PM.PC-PROJECT CONTROLS BIGLEN DOUG Project Manager 80 $48.80 $4,294.40 3-45 $13,468.80 FOUNTANO.MARIO G Prolect Controls,Schedurinn 176 516.94 S2.981,44 3.45 $10,285.97 or Task EM.PM.PC-PROJECT CONTROLS 256 523,754.77 Task EM.PM.0 M-QUALITY MANAGEMENT LINDQUIST,ROGER W Sr Consultant 4 $66.04 $264.16 3.45 $911,35 BIGLEN,DOUG Prolect Manager 8 $46.92 $375.36 3.45 $1,294.99 DSR Senor Professlonal Design Manager 8 $43.00 $344.00 3.45 $1,188.80 DSR Mid Professional Protect Engineer 16 532.00 $512.00 3.45 $1.766.40 'ask EM.PM.OM-QUALITY MANAGEMENT 36 $5,159.54 Task EM.HM.RW-RAW WATER SYSTEM MODELING MARTIN DELBERT G Sr Consultant 40 $46.04 S2,025.76 3.45 $6.363.52 BIGLEN,DOUG Project Manager 16 546.92 $750.72 3.45 $2,589.98 DSR Senior Professional Design Manager 20 $43.00 S860.00 3.45 $2967.00 HENKE,JENNIFER L Protect Engineer 56 $29.41 S1.882.24 3.45 $5.682.01 M.RW-RAW WATER SYSTEM MODELING 132 $17.592.52 Task EM.HM.SG-SURGE ANALYSIS MARTIN,DELBERT G Sr Consultant 72 $46.04 54,327.76 3.45 $11,436.34 BIGLEN,DOUG Project Manager 16 546.92 $750.72 3.45 $2,589.98 DSR Senior Professional Design Manager 16 543.00 5!388.00 3.45 $2,373,60 HENKE,JENNIFER L Project Engineer 16 $29.41 $470.56 3.45 $1,823.43 tal for Task EM.HM.SG-SURGE ANALYSIS 120 $18,023.35 Task EM.EP.PT-PERMITTING BIGLEN,DOUG Prolect Manager 8 548.80 $390.40 3.45 $1.346.88 DSR Senior Professional Design Manager 6 $44.72 $357.76 3.45 $925.70 Subtotal for Task EM.EP.PT-PERMITTING 14 $2.272.58 Task EM.IN.DS,PM-INTAKE MANAGEMENT TERRELL,ROBERT E Principal 0 $78.91 $1,578.20 3.45 $0.00 BIGLEN,DOUG Project Manager 352 $46.92 $16,515.84 3.45 $58979.65 VALLEJO.MELISSA Project Assistant 176 S18.27 S3,21&62 3.45 $11,093.54 ask EM.IN.DS.PM-INTAKE MANAGEMENT 528 $68,073.19 Task EM.IN.DS.00-INTAKE QC LINDQUIST,ROGER W Sr Consultant 40 $68.68 58,241,60 3.45 $9,477.84 BIGLEN.DOUG Proles Manager 16 $48.80 $2,732.80 3.45 $2,693.76 _ DSR Senior Professional Design Manager 16 $44.72 $2,504.32 3.45 $2,468.54 _ DSR Senior Professional Project Enpinear 80 544.72 $5,724.16 3.45 $12.342.72 subtotal for Task EM.IN.DS.00-INTAKE QC 152 $26,982.86 Task EM.IN.DS.WS-INTAKE WORKSHOPS TERRELL,ROBERT E Principal 8 $81.28 $1,950.72 3.45 $2,243.33 LINDQUIST,ROGER W Sr Consultant 24 $68.02 $10,863-20 3.45 $5,632.06 BIGLEN,DOUG Project Manager 24 $48.33 $1,546,56 3.45 $4.001.72 DSR Senior Professional Design Manager 24 $44.29 $1,41728 3.45 $3,66721 OSR Senior Professional Project Engineer 24 $44.29 $5,W9.12 3.45 $3,667.21 VALLEJO,MELISSA Project Assistant 16 $18.82 5301.08 3.45 $11,038.73 'ask EM.IN.DS.WS-INTAKE WORKSHOPS 120 $20.250.26 Task EM.IN.DS.CT-INTAKE COST EST LINDQUIST,ROGER W Sr Consultant 6 $68.68 $412.08 3.45 $1,421-68 BIGLEN,DOUG Prolect Manager 16 $48.80 51,561.60 3.45 $2.693.76 DSR Senior Professional Design Manager 16 $44.72 $715.52 3.45 $2,468.54 SMITH.ERIKA B Cost EsBmator 96 $25.49 52,447.04 3.45 $8,44229 UCHNIAT MICHAEL J Construction Manager 2 $41.51 $83.02 3.45 5286.42 for Task EM.IN.OS.CT-INTAKE COST EST 138 $15,312.69 Task EM.IN.DS.DC-DESIGN AND CONSTRUCTION DSR Mid Professorial Prolect Engineer 2.075.00 $33.28 $143,303.68 3.45 $238,243.20 IN.DS.DC-DESIGN AND CONSTRUCTION 2,075.00 $238,243.20 Task EM.IN.BSAD-INTAKE ADDENDUM PREP BIGLEN,DOUG Project Manager 8 $48.80 $780.80 3.45 $1,346.88 OSR Senior Professional Design Manager 8 544.72 5715.52 345 S1,234.27 VALLEJO,MELISSA Project Assistant 8 $19.00 $30400 345 $524.40 EM.INAS.AD-INTAKE ADDENDUM PREP 24 $3.105.55 Task EM.IN.BS.DD-INTAKE DOCUMENT DISTRIBUTION _ BIGLEN,DOUG Project Manager 8 $48.80 $390.40 3.45 S1.346.88 VALLEJO.MELISSA Project Assistant 40 $19.00 $1,216.00 3.45 $2,622.00 I.DD.INTAKE DOCUMENT DISTRIBUTION 48 $3.968.88 Task EMJN.8S.CQ-INTAKE ANSWER CONTRACTOR QUESTIONS LINDQUIST,ROGER W Sr Consultant 4 $68.68 $1,098.88 3.45 $947.78 BIGLEN,DOUG Profact Manager 16 S48.80 $780.80 3.45 52,693.76 DSR Senior Professional Design Manager 16 $44.72 $715.52 3.45 $2,468.54 ,KE ANSWER CONTRACTOR QUESTIONS 36 58.110.09 Task EM.IN.BS.PB.INTAKE PRE-BID MEETING BIGLEN,DOUG Project Manager 8 $48.80 $390.40 3.45 $1,346.88 DSR Senior Professional Design Manager 0 $44.72 $357,76 3.45 $0.00 EM.IN,BS.PB-INTAKE PRE-BID MEETING 8 $1,348.88 Task EM.IN.BS.BO-INTAKE BID OPENING BIGLEN,DOUG Prolect Manager 4 $48.80 $195.20 3.45 $673.44 DSR Senior Professional Design Manager 0 $44.72 $178.88 3.45 $0.00 Task EMJN.8S.BO-INTAKE BID OPENING 4 $673,44 Task EM.IN.BS.BT•INTAHE BID TAB 8 RECOMENDATION TERRELL.ROBERT E Principal 0 $82.07 5658.56 3.45 $0.00 BIGLEN,DOUG Project Manager 4 $48.80 $390.40 3.45 $673.44 VALLEJO,MELISSA Prolect Assistant 4 $19.00 $78.00 3.45 $262.20 3T-INTAKE BID TAB 8 RECOMENDATION 8 $935.64 Task EM.IN.CS.PC-INTAKE PRE CONST MTG LINDQUIST,ROGER W Sr Cormilant 0 $68.68 $2,197.76 3.45 $0.00 BIGLEN,DOUG Project Manager 8 548.80 $585.60 3.45 $1,346.88 <EM.IN.CS.PC-INTAKE PRE CONST MTG 8 $1,346.88 Task EM,IN.CS.PM-INTAKE CONST MGT LINDQUIST,ROGER W Sr Consultant 20 568.68 $8.241.60 3.45 $4.736.92 BIGLEN,DOUG Project Manager 40 $48.80 $5,465.60 3.45 $6,734.40 VALLEJO,MELISSA Protect Assistant 8 $19.00 $1,140.00 3.45 $524.40 'Task EM.IN.CS.PM-INTAKE CONST MGT 68 $11.997.72 Task EM.IN.CS.CD-INTAKE CONFORMED DOC BIGLEN,DWG Project Manager 0 $48.80 $1,952.00 3.45 50.00 DSR Senior Technician Technician 0 536.40 $1.456.00 3.45 $0.00 VALLEJO,MELISSA Projed Assistant 0 $19.00 $760.00 3.45 $0.00 M.IN.CS.CO-INTAKE CONFORMED DOC 0 $0.00 Task EM.IN.CS.SR-INTAKE SUBMITTAL REVIEW DSR Senior Professional Project Engineer 90 544.72 $8.809.84 3.45 $13,885.56 _ VALLEJO,MELISSA Project Assistant 30 $19.00 $1,140.00 3.45 51,966.50 d.IN.CS.SR-INTAKE SUBMITTAL REVIEW 120 $15,852.06 Task EM.IN.CS.RF-INTAKE RFI DSR Senior Professional Prolect Engineer 24 $44,72 $2,101,84 3.45 $3,702.82 VALLEJO,MELISSA Project Assistant 12 $19.00 $266.00 3.45 $706.60 lubtotal for Task EM.IN.CS.RF-INTAKE RFI 36 $4,489.42 Task EM.IN.CS.CP.INTAKE CONTRACTOR PAV REQUESTS BIGLEN,DOUG ProiectManager 0 $52.70 $1897,20 3.45 $0.00 -INTAKE CONTRACTOR PAY REQUESTS 0 $0.00 Task EM.IN.CS.SV-INTAKE SITE VISITS BIGLEN,DOUG Protect Mang er 40 $52.70 $15,177.60 3.45 $7,272.60 DSR Senior Professional Deslnn Manager 0 $48.30 $13,910.40 3.45 50.00 w Task EM.IN.CS.SV-INTAKE SITE VISITS 40 $7.272.60 Task EM.IN.CS.CO•INTAKE CHANGE ORDER PREP DSR Senior Professional Project Engineer 24 $48.30 $2.318.40 3.45 $3.999.24 DSR Senior Technician Technician 8 $39.31 $628.96 3.45 $1,094.96 VALLEJO,MELISSA Project Assistant 4 520.52 $164.16 3.45 $283.18 4.CS.CO-INTAKE CHANGE ORDER PREP 36 $5,367.37 Task EM.IN.CS.SI-INTAKE SPECIALTY INSPECTIONS DSR Senior Professional Prolect Engineer 24 $48.30 $32.457.60 3.45 $3,999.24 CS.SI-INTAKE SPECIALTY INSPECTIONS 24 53,999.24 Task EM.IN.CSAB-INTAKE AS-BUILT DWGS BIGLEN,DOUG Prolect Manager 8 $52.70 $421.60 3.45 $1.454.52 DSR Senior Professional Project Engineer 80 $48.30 $7,148.40 3.45 $13,330.80 DSR Senior Technician Technician 100 $39.31 57,508.21 3.45 $13.561.95 tk EM.IN.CS.A8-INTAKE AS-BUILT DWGS 188 $28,34727 Task EM.IN.CS.FI.INTAKE FINAL INSPECTION LINDQUIST,ROGER W Sr Consultant 0 $74.18 $2373.78 3.45 50.00 BIGLEN,DOUG Prolect Manager 16 552.70 $843.20 3.45 $2,909.04 DSR Senior Professional Pmlect Engineer 0 648.30 $1,545.80 3.45 $0.00 EM.IN.CS.FI-INTAKE FINAL INSPECTION 16 $2,909.04 Task EM.PS.DS.PM-PS MANAGEMENT TERRELL.ROBERT E Principal 0 $82.07 $1,641.40 3.45 $0.00 DSR Mid Professional Pro act Engineer 80 $33.28 $11.714.56 3.45 $9,185.28 or Task EM.PS.DS.PM.PS MANAGEMENT 80 $9,185.28 Task EM.PS.DS.QC-PS QC BIGLEN,DOUG Project Manager 0 548.80 $3,123.20 3.45 $0.00 Subtotal for Task EM.PS.DS.QC-PS OC 0 $0.00 Task EM.PS.DS.WS-PS WORKSHOPS TERRELL,ROBERT E Principal 8 $82.07 51.969.68 345 $2.265 13 BIGLEN,DOUG Project Manager 12 548.80 $2.342.40 3.45 $2.02032 DSR Senior Professional Design Manager 0 $44.72 $1431.04 3.45 50.00 DSR Senior Professlonal Project Engineer 0 $44.72 $1,431.04 3.45 $0.00 for Task EM.PS.DS,W S-PS WORKSHOPS 20 54,285.45 Task EM.PS.DS.CT-PS COST EST BIGLEN,DOUG Project Manager 0 S48.80 51,561_60 3.45 $0.00 SMITH,ERIKA B Cost Estlmalor 0 525.49 52,447.04 3.45 $0.00 !oral for Task EM.PS.DS.CT-PS COST EST 0 $0.00 Task EM.PS.DS.DC-PS DESIGN AND CONSTRUCTION BARGAINS,ANTUIONE L Project Engineer 120 534,99 $5,668.38 3.45 $14,485.86 DSR Senb(Professlonal Project Engineer 100 $44,72 $7.691.84 3.45 515 428.40 DSR Senior Technician Technician 40 $38.40 $1,892.80 3.45 55.023.20 )S.DC-PS DESIGN AND CONSTRUCTION 260 $34,937.46 Task EM.PS.BSAD-PS ADDENDUM PREP BIGLEN,DOUG Prolect Manager 8 $48.80 $780.80 3.45 $1.346.88 VALLEJO,MELISSA Project Assistant 8 $19.00 $304.00 3.45 $524.40 (ask EM.PS.BSAD-PS ADDENDUM PREP 16 51,871.28 Task EM.PS.BS,OD-PS DOCUMENT DISTRIBUTION BIGLEN,DOUG Project Manager 8 S48.80 5390.40 3.45 51,346.88 VALLEJO,MELISSA Project Assistant 48 $19.00 $1,216.00 3.45 53.146.40 'S.BS.DD-PS DOCUMENT DISTRIBUTION 56 $4.493.28 Task EM.PS.BS.CQ-PS ANSWER CONTRACTOR QUESTIONS BIGLEN,DOUG Project Manager 8 $48.80 $780.80 3.45 $1,346.88 PS ANSWER CONTRACTOR QUESTIONS 8 $1,346.88 Task EM.PS.BS.PB-PS PRE-BID MTG BIGLEN,DOUG Project Manager 4 $48.80 $390.40 3.45 $873.44 1 for Task EM.PS.BS.PB-PS PRE-BID MTG 4 $873.44 Task EM.PS.BS.BO-PS BID OPENING BK3LEN DOUG Prolect Manager 4 $48.80 5195.20 3.45 5673.44 I for Task EM.PS,BS.BO-PS 810 OPENING 4 $673.44 Task EM.PS.BS.BT-PS BID TAB 8 RECOMENDATION TERRELL ROBERT E Principal 0 582.07 $656.56 3.45 $0.00 BIGLEN,DOUG Project Manager 8 $48.80 $780.80 3.45 $1,346.88 t.BS.BT-PS BID TAB b RECOMENDATION 8 $1,346.88 Task FJA.PS.CS.PC-PS PRE-CONSTRUCTION MTG BIGLEN,DOUG Project Manag of 8 $48.80 $780.80 3.45 $1.346.88 1S.CS.PC-PS PRE-CONSTRUCTION MTG 8 $1,346.88 Task EM.PS.CS.PM-PS CONSTRUCTION MGT BIGLEN,DOUG Project Manager 8 548.80 $390.40 3.45 51,346.88 EM.PS.CS.PM-PS CONSTRUCTION MGT 8 $1,346.88 Task EM.PS.CS.CD-PS CONFORMED DOC BIGLEN,DOUG Prolect Manager 0 $48.80 $195.20 3.45 $0.00 VALLEJO,MELISSA Project Assistant 0 $19.00 $152.00 3.45 $0.00 ask EM.PS.CS.CO-PS CONFORMED DOC 0 $0.00 Task EM.PS.CS.SR-PS SUBMITTAL REVIEW _ BARGAINS,ANTUIONE L Project Engineer 16 534.99 $559.84 3.45 $1,931.45 VALLEJO,MELISSA Prolect Assistant 110 $19.00 S2 850.00 3.45 57,210.50 A EM.PS.CS.SR-PS SUBMITTAL REVIEW 126 $9,141.95 Task EM.PS.CS.RF-PS RFI BIGLEN,DOUG Project Manager 24 $48.80 51,952.00 3.45 54,040.64 VALLEJO,MELISSA Project Assistant 4 $19.00 5380.00 3.45 $262.20 Subtotal for Task EM.PS.CS.RF-PS RFI 28 $4,302.84 Task EM.PS-CS.CP-PS CONTRACTOR PAY REQUESTS BIGLEN,DOUG Project Manager 0 $48.80 $878.40 3.45 $0.00 _ S.CP-PS CONTRACTOR PAY REQUESTS 0 $0.00 Task EM.PS,CS.CO-PS CHANGE ORDER PREP BIGLEN,DOUG Project Manager 4 $48.80 $390.40 3.45 $673.44 VALLEJO,MELISSA Project Assistant 4 $19.00 $152.00 3.45 $262.20 :M.PS.CS.CO-PS CHANGE ORDER PREP 8 $935.64 Task EM.PS.CS.SI-PS SPECIALTY INSPECTIONS BARGAINS.ANTUIONE L Protect Enolneer 8 $37.78 $604.48 3.45 $1,042.73 1.PS-CS.SI-PS SPECIALTY INSPECTIONS B $1,042.73 Task EM.PS.CSAB-PS AS-BUILT DWGS BIGLEN,DOUG ProsectManager 16 548.80 $1,171.20 3.45 $2,693.76 BARGAINS,ANTUIONE L Prolect Engineer 8 $34.99 5419.88 3.45 5965.72 VALLEJO MELISSA Project Asslslant 8 $19.00 $304.00 3.45 $524.40 r Task EM.PS.CSA8-PS AS-BUILT DW GS 32 $4.183.88 Task EM.PS.CS.FI-PS FINAL INSPECTION BARGAINS ANTUIONE L Proled Engineer 2 $37.78 $75.56 3.45 $260.68 rask EM.PS.CS,FI-PS FINAL INSPECTION 2 $260.68 Exhibit B-3A 2004 Hourly Fee Schedule CH2M HILL Billing Description Hourly Rate Range Category 02 Office (Admin.Assist.,Schedulers,Spec. Processing, Accounting) $40.00-110.00 T4 Cadd Designer/Technician (TBD) $60.00 - 140.00 E1 Designer/Staff Engineer (TBD) $90.00 - 120.00 E2 Staff Engineer (TBD) $100.00 -140.00 E3 Project Engineer (Henke,Welch,various discipline task leads) $140.00 -170.00 E4 Assistant Project Manager (Simmons) $130.00 -150.00 E5 Design Manager (Hayes) $140.00 -170.00 E5 Project Manager (Biglen) $169.46 E6 Senior Consultant(Lindquist/Parrish/Martin) $236.89/243.05/158.84 E7 Project Principal (Terrell) $279.83 A multiplier of 1.05 will be applied to all outside professional services. In-house computer usage is billed at$4.35 per hour and communications are billed at$1.10 per hour. Outside expenses including postage,reproduction and travel will be marked up 5%. Hourly fee schedule will be adjusted in January,2005. ATTACHMENT "C" CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION IMPROVEMENTS There are no changes and amendments to Standard Agreement and Attachment A ATTACHMENT D PROJECT SCHEDULE FOR EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION Task Start End Authorization to Proceed August 2004 August 2004 Preliminary Design August 2004 March 2005 Final Design March 2005 June 2005 Bidding June 2005 September 2005 Construction September 2005 May 2007 ne = 0 \ N 7 ns o / \ $ \ CO 7 � Q = -1 r� E E m � U LL \ � / \ � / / ¢ g \ \ � w 0) co / / o 2 LU } 2 / E 0 \ CO f - Qcr 04 \ � o $ § ± on ¥ LU E \ / � q2 2 R - / 0 o / q 34f = o c & ga - > t = E - -z-a§ \ / o / a / \ 0 \ \ / o < O \ E c E / / ƒ = a > E 2 / / � e ■ 2 0 � 2 / / \ / � L m o / c Q 2 ( 0 o Q k k § § k k \ / 2 � � 2 0 - / / 3 k E 7 0 / / w E § G L £ � E CL 5 _ w \ m _ CL O 0 � q R c \ 0 \ k / CO 0 a / \ \ 2 � C k E o 2 \ 2 \ � / \ \ § o m Q � a \ k $ ) §2 c G $ UJ co E 0 5 © f : = O w m LU / / \ \ \ c — 0 \ ? / k \L) % ° $ a I D $ cm g k � $ $ U) c E k f ° ■ b kr_ / � > LU \ 2 § 2 \ o U) \ 7 § 04 \ U cm G q 7 / � 5 E5 CL 5 :30 2 § �_ \ V a)® § 0 & / 2 / — \ � / k LU cc x 2 $ 4 k k LU c e iX I R k t � N 0 6 0 � C) 0 _ § a c / / \ / \ (D $ m c R 2oR Rcc E � 0 ® k kkk k � 0 § f � 69 269 ƒ � � \ / f th m t § ■ Q \ / k \ LO � / : \ / ¥ E � \ m \ \ k � \ G k�« 04: —a ° ; /\ % E / / _ C: \ ƒ O / \ � $ ) C § 0 O k \ / % / o @ ( > \ CU \ 2 § 2 = o CM / Q 3.1 C4 2 \ § c m ¥ / - 5 % E/ \ 2 c 2 a � _ 7 O % m ■ 2E / ? � � E ■ _ — [ ER 7 _ &2 em ui �/ k \ ƒ � c � / w2 ~ . � C4 � g . � Oc k 2 � E � 5 w to e E 0 O � LO v 0 � $ o � 2 $ n Cl) I— o \ m \ / � N � C f 2 \ L \NNt \ � LU = 3 E 7 \ J Cl) & � 2 z0 C: 0 \ \E CL C)-Ilk @ g ® m fI � \ \ \ / � 5 / % % cc 7 6 $ R _ ( \ $ co E S E - o � . u < Oo CL co w / / § E / o e = E \ r / � '[ 4 2 _n ) $ 3 7 4IL ) 7 § / _\ o ƒ w O ta m 0 \ § (14 o m cu� Q $ \ ■ \ m ■ m c / a) o k ° ? CL 5. E7 / m \ 5m LU n wCL k \ / CIL / � § § � t O f1 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 8/24/2004 DATE: Tuesday, August 24, 2004 LOG NAME: 60INTAKE REFERENCE NO.: C-20236 SUBJECT: Engineering Agreement with CH2M Hill, Inc. for the Eagle Mountain Raw Water Intake and Pump Station Improvements RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreement with CH21M Hill, Inc. in the amount of$1,632,34$.00 for the design of the Eagle Mountain Raw Water Intake and Pump Station Improvements. DISCUSSION: On March 13, 2002 (M&C C-19013), City Council authorized the execution of an engineering agreement with Freese & Nichols for the update to the Water Distribution System Master Plan. This study provided both cost estimates and schedules for major water capital improvement projects through the year 2025. The update to the water master plan contains projections for continued high rate of population growth and corresponding potable water demands within the Fort Worth service area. Specifically, within the North Side pressure planes the population is expected to increase from approximately 64,000 to 104,000 people by 2007. North Side pressure planes include the rapidly growing Alliance Airport, Park Glen, Lake Country areas, and wholesale customers such as cities of Keller and Southlake. The Water Master Plan recommends that, as the first phase, the rated capacity at the Eagle Mountain Water Treatment Plant (EMWTP) be expanded by a minimum of 35 million gallons per day (MGD) by the summer of 2007 in order to meet the projected water demands of the retail and wholesale customers located in the northern part of the city. The Fort Worth Water Department solicited proposals from engineering firms for the design of the Eagle Mountain Raw Water Intake and Pump Station Improvements. CH2M Hill was selected for the design of this project. As part of the scope of work contained within this engineering agreement, CH2M Hill will design a new raw water pump station and either rehabilitate and expand, or replace the existing raw water intake structure. The scope includes the environmental permitting and hydraulic analysis for the entire raw water transmission system. CH2M Hill will coordinate with the program manager as well as the two consultants selected to design the plant expansion and the raw water pipeline. This project is located in COUNCIL DISTRICT 7. CH2M Hill, Inc., is in compliance with the City's M/WBE Ordinance by committing to 26% M/WBE participation. The City's goal on this project is 26%. Logname: 60INTAYE Paye 1 of 2 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Water Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers P164 531200 060164052004 $1.632.348.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating_Department Head: Dale Fisseler (8207) Additional Information Contact: Dale Fisseler (8207) Logname: 60INTAKE Pap-e 2 of 2