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HomeMy WebLinkAboutContract 32133 CITY SECRETARY CONTRACT NO.��- CITY OF FORT WORTH, TEXAS STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and Multatech Engineering, Inc., (the "ENGINEER"), for a PROJECT generally described as: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Wimbleton Way (Walton Avenue to Wilkie Way) and Wales Court (Waltham Avenue to Wedgmont Circle South) 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) The ENGINEER will issue monthly invoices 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 7 days' written notice ltd services under this AGREEMENT until paid in fI, ' ire t. In the event of 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. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. 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. ENGPage 21 CNG ONTRACT CIV ��GHWy FT. W01TH, M. 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 maintenance costs; competitive bidding procedures and marke ; ENGINEERING CONTRACT �IIC, /gip" �G (1-;1"e"0 Page 3 of 21 d�'ITr `-24 �Brq ry Fy. V11,00H, TEX, time or quality of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are 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 CONTRACT CITY �������Y Page 4 of 21 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 work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of 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 sub- consultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy 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. ENGINEERING CONTRACT �01 ',j" HMO Page 5 of 21 �. � , YEN", 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. 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 ENGINEERING CONTRACT Page 6 of 21 (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 coverage 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 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) Insurers for all policies must be authorized to do business in the state of Texas or be otherwise approved by the CITY; and, such insurers shall be acceptable to the CITY in terms of their financial strength and solvency. (f) Deductible limits, or self-insured retentions, affecting insurance required herein shall be acceptable to the CITY in 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. (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. ENGINEERING CONTRACT Page 7 of 21 (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless the CITY approves such exclusions. (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. 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 that develop subsequent to the signing of this contract and prior to final payment under the contract. ENGINEERING CONTRACT rr,�gpR ;� Page 8 of 21 �j l�l �j s W I� 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 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. ENGINEERING CONTRACT Page 9 of 21 y 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 A. 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. (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. ENGINEERING CONTRACT Page 10 of 21 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. 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. ENGINEERING CONTRACT Page 11 of 21 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 such nonperformance with 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: ENGINEERING CONTRACT 0HIC Page 12 of 21 CI Ti,e e•r^ Fy. W01 TEX. 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). G. Assignment Neither party shall 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. ENGINEERING CONTRACT Page 13 of 21 � � ���Jk 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 CONTRACT Page 14 of 21 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. ENGINEERING CONTRACT Page 15 of 21 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 – Location Map Executed this the day of 20 e ATTEST: C F ORT WO B : Marty Hendrix Marc. A. Ott ` City Secretary Assistant City Manager L—ac) ' 6 Contract thor' atioa Appr ecommended Date f 1 � Douglas Rademaker, PE Director, Engineering Department APPROVED AS TO FORM AND LEG ITY Assistant tt ney Multatech Engeneering, Inc ENGINEER By: Name: Jack Otteson, P_E Title: Vice President ENGINEERING AGREEMENT JANUARY 1,2005 �����1 � MUD Page 16 of 44 f CITY BrAffiff T. WORTH, fix, ATTACHMENT"A" General Scope.Q2 Services "Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall have precedence over the General Scope of Services." GENERAL 1) Preliminary Conference with City The Engineer shall attend preliminary conferences with authorized representatives of the City regarding the scope of project so that the plans and specifications which are to be developed hereunder by the Engineer will result in providing facilities which are economical in design and conform to the City's requirements and budgetary constraints. 2) Coordination with Outside Agencies/Public Entities The Engineer shall coordinate with officials of other outside agencies as may be necessary for the design of the proposed street, and storm drain and/or water and wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Geotechnical Investigations The Engineer shall advise the City of test borings, and other subsurface investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain any and all agreements and/or permits normally required for a project of this size and type. The Engineer will be responsible for negotiating and coordinating to obtain approval of the agency issuing the agreement and/or permits and will make any revisions necessary to bring the plans into compliance with the requirements of said agency, including but not limited to highways, railroads, water authorities, Corps of Engineers and other utilities. 5) Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. ENGINEERING CONTRACT ,,I r�� Page 17 of 21 �� `N ffg, fix. 6) Plan Submittal Copies of the original plans shall be provided on reproducible mylar or approved plastic film sheets, or as otherwise approved by the Department of Engineering and 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; and further provided, that the Engineer shall not be liable for the consequences of any changes that are made to the drawings or changes that are made in the implementation of the drawings without the written approval of the Engineer. PHASE 1 7) Right-of-Way, Easement and Land Acquisition Needs The Engineer shall determine the rights-of-way, easement needs for the construction of the project. Engineer shall determine ownership of such land and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights-of-way and/or easements for the construction of this project. Sketches and easement descriptions are to be presented in form suitable for direct use by the Department of Engineering in obtaining rights-of-way, easements, permits and licensing agreements. All materials shall be furnished on the appropriate City forms in a minimum of four (4) copies each. 8) Design Survey The Engineer shall provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies of the field data. 9) Utility Coordination The Engineer shall coordinate with all utilities, including utilities owned by the City, as to any proposed utility liens or adjustment to existing utility lines within the project limits. The information obtained shall be shown on the conceptual plans. The Engineer shall show on the preliminary and final plans the location of the proposed utility lines, existing utility lines, based on the information provided by the utility, and any adjustments and/or relocation of the existing lines within the project limits. The Engineer shall also evaluate the phasing of the water, wastewater, street and drainage work, and shall submit such evaluation in writing to the City as part of this phase of the project. ENGINEERING CONTRACT Page 18 of 21 ORIFIC�A ROD FT. WNVM . fly. 10) Conceptual Plans The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and preliminary estimates of probable construction costs for the Engineer's recommended plan. For all submittals, the Engineer shall submit plans and documents for street/storm drain and water/wastewater facilities. The Engineer shall receive written approval of the Phase 1 Plans from the City's project manager before proceeding with Phase 2. PHASE 2 11) Design Data The Engineer shall provide design data, reports, cross-sections, profiles, drainage calculations, and preliminary estimates of probable construction cost. 12) Preliminary Construction Plans and Technical Specifications The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans and five (5) copies of the preliminary technical specifications for review by the City and for submission to utility companies and other agencies for the purposes of coordinating work with existing and proposed utilities. The preliminary construction plans shall indicate location of existing/proposed utilities and storm drain lines. The Engineer shall receive written approval of the Phase 2 plans from the City's project manager before proceeding with Phase 3. PHASE 3 13) Final Construction Plans The Engineer shall furnish five (5) copies of the final construction plans and contract specifications for review by the City. 14) Detailed Cost Estimate The Engineer shall furnish four (4) copies of detailed estimates of probable construction costs for the authorized construction project, which shall include summaries of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover mylar for the signatures of authorized City officials. The Contract Documents shall comply with applicable local, state and federal laws and with applicable rules and regulations promulgated by local, state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project manager before proceeding with Phase 4. ENGINEERING CONTRACT Page 19 of 21 PHASE 4 16) Final Approved Construction Plans The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans and contract specifications. The approved plans and contract specifications shall be used as authorized by the City for use in obtaining bids, awarding contracts, and constructing the project. 17) Bidding Assistance The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the bidding documents, and assist the owner in determining the qualifications and acceptability of prospective constructors, subcontractors, and suppliers. When substitution prior to the award of contracts is allowed by the bidding documents, the Engineer will advise the owner as to the acceptability of alternate materials and equipment proposed by the prospective constructors. 18) Recommendation of Award The Engineer shall assist in the tabulation and review of all bids received for the construction of the project and shall make a recommendation of award to the City. 19) Prebid Conference The Engineer shall attend the prebid conference and the bid opening, prepare bid tabulation sheets and provide assistance to the owner in evaluating bids or proposals and in assembling and awarding contracts for construction, materials, equipment, and services. PHASE 5 20) Preconstruction Conference The Engineer shall attend the preconstruction conference. 21) Construction Survey The Engineer shall be available to the City on matters concerning the layout of the project during its construction and will set control points in the field to allow City survey crews to stake the project. The setting of line and grade stakes and route inspection of construction will be performed by the City. 22) Site Visits The Engineer shall visit the project site at appropriate intervals as construction proceeds to observe and report on the progress and the quality of the executed work. ENGINEERING CONTRACT Page 20 of 21 R 'W"OR"'TH, TEX.. R ' � 23) Shop Drawing Review The Engineer shall review shop and erection drawings submitted by the contractor for compliance with design concepts. The Engineer shall review laboratory, shop, and mill test reports on materials and equipment. 24) Instructions to Contractor The Engineer shall provide necessary interpretations and clarifications of contract documents, review change orders and make recommendations as to the acceptability of the work, at the request of the City. 25) Differing Site Conditions The Engineer shall prepare sketches required to resolve problems due to actual field conditions encountered. 26) Record Drawings The Engineer shall prepare record drawings from information submitted by the contractor. ENGINEERING CONTRACT Page 21 of 21 EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: WATER AND/OR SANITARY SEWER IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for water and/or sanitary sewer improvements for the following: 2004 CIP NEIGHBORHOOD STREET PROJECTS FOR Wimbleton Way and Wales Court CONTRACT 20 PROJECT NO. 00164 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A — PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, property ownership as available from the Tax Assessor's ENGINEERING AGREEMENT JANUARY 1,Page 22of442005 � ��,1,�,, p� �n office. The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish the Engineer with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the Engineer will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the Engineer shall delay the design of the sewer service line until after the start of construction. The CITY will then direct the Contractor to de-hole the service line at the clean-out location of all buildings or structures so that the Engineer's surveyor can determine the flow line of the sewer service line. The Engineer shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGIENER shall submit a progress schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly ENGINEERING AGREEMENT JANUARY 1,2005 Page 23 of 44 progress reports as required under Attachment B of the contract. PART B - CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 50' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. Compile base plan from field survey data at 1"-40' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines, existing utilities, trees, fences, walls, etc., horizontally along rear lot lines in an approximately 20' wide strip. In addition, locate all rear house corners and building corners in backyards. Compile base plan from field survey data at 1" _ 40' horizontal and 1" = 4' vertical scale. When conducting design survey at any location on the project, the consultant or its sub-consultant shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identified. b. Engineer will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested ENGINEERING AGREEMENT JANUARY 1,2005 Page 24 of 44 services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the CITY Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, all drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), or as otherwise approved in writing by the CITY, and all data colleted generated during the course of the project shall become the property of the CITY. The minimum information to be provided in the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control Points. 4. No less than two bench marks plan/profile sheet. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. 7. Obtain the "foot print" of all properties where the sanitary ENGINEERING AGREEMENT JANUARY 1,2005 Page 25 of 44 sewer service line is to be relocated or rerouted. ii. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name, limits, DOE project no., Consultant's project manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. iii. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City days after Notice to Proceed Letter is issued. b. The ENGINEER shall perform conceptual design of the proposed improvements and furnish four (4) copies of the concept engineering plans which includes layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. ENGINEER shall perform remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan, other pertinent design information and provide a summary of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part B, Paragraph iii (b), ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets on 22" x 34" sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes etc., related appurtenances and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. ENGINEERING AGREEMENT JANUARY 1,2005 W Page 26 of 44 C. For sewer lines, pipelines schedule for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph b. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open-cut and trenchless technology construction is anticipated, below and above ground utilities will be located and shown on the base sheets. d. Existing utilities and utility easements will be shown on the plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to determine if any future improvements are planned that may impact the project. e. The design for sewer service line reroute/relocation will be provided if the flow line elevation of the sewer service can be determined from the cleanout location. If this elevation cannot be determined during design survey, the design shall be provided after award of the construction contract as specified in Part A, Paragraph 1 b. f. The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of- way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. g. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-Section of the City's specifications. These may include connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless ENGINEERING AGREEMENT JANUARY 1,2005 Page 27 of 44 details, and special service lateral reconnections. h. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. i. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property". j. Utility Clearance Phase The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. k. Preliminary construction plan submittal i. Preliminary plans and specifications shall be submitted to City after approval of Part B, Paragraph iii (b). ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) sets of ENGINEERING AGREEMENT JANUARY 1,2005 Page 28 of 44 specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Notes/Legand Easement layout (if applicable) Abandonment Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. I. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. m. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY _ days after approval of Part B, Paragraph 2 k. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract ENGINEERING AGREEMENT r JANUARY 1,2005 lJV�G`�I� �NVN: Page 29 of 44 ��, WOHN, fix, documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. PART D — CONSTRUCTION STAKING (OPTIONAL) (PART D TO BE PRINTED ONLY IF APPLICABLE) ENGINEERING AGREEMENT JANUARY 1,2005 Page 30 of 44 ENGINEER if directed by the City, will set control points (i.e. tie survey to permanent monument such as TPW monuments and/or property corners, one location each at beginning and end of project) for the project, establish a minimum of two bench marks per plan sheet (bench marks shall be located adjacent to project) and also provide the following construction staking services: 1. SANITARY SEWER STAKING: Provide an offset stake at 50' intervals (25' intervals in curves if required) and at proposed manholes, points of curve, points of tangent, and at all horizontal of vertical angle points, with a cut to flow line and a cut/fill to top of proposed manholes. Provide centerline elevation at 50' intervals. Provide location of proposed services for construction purposes and for as-built purposes. In case the proposed SS line will be constructed in a location other than the existing line, services will be located by two options: the TV option which provides a log report of service locations or by locating the existing service at the time of construction. Stake easements and property lines where applicable. Line and grade shall be set to a tolerance of +/- 0.01 ft. 2. WATER STAKING: Provide an offset stake at 50' intervals (25' intervals in curves if required) and at valves, tees, and at all horizontal or vertical angle points with a cut to top of pipe or flow line of pipe (depending on the proposed size). Provide centerline elevation at 50' intervals. Provide a location of proposed services for construction purposes and for as-built purposes. Provide offset location and grade stakes for proposed fire hydrants and water meters with a cut/fill to the proposed top of curb. Stake easements and property lines where applicable. Provide property ties to all valves, hydrants, tees, horizontal or vertical bends and other appurtenances. Line and grade shall be set to a tolerance of +/- 0.01 ft. 3. "AS STAKED" RECORD OF THE CONSTRUCTION: Throughout the process of all construction, locate and record anything that does not conform with the construction plans. A drawing of the project layout with dimensions and a coordinate list must be submitted. A copy of sample field notes that must be provided is attached. The field notes must include the following information: a. For sanitary sewer mains, laterals and sewer services; Pipe size and type, percent of grade of sewer laterals, manhole locations, ties to property line including north/south and east/west lines, P.C.'s, P.T.'s or P.R.C.'s, top of ground elevation and flowline elevation of each station number referenced. Cut and fill documentation. Property ties to all locations. b. For water lines; ENGINEERING AGREEMENT JANUARY 1,2005 Page 31 of 44 Pipe size and type, its location in the street along with ties to property lines and a water intersection sketch. Cut and fill documentation. Property ties to all service locations. 4. COORDINATION WITH CITY INSPECTOR/CONTRACTOR: Engineer's surveyor is expected to work with contractor to provide any special requests contractor may have providing the scope of work described above is not exceeded. It is expected that a few stakes will be knocked out during dirt work. Providing that the number of disturbed stakes is minor, the Engineer's surveyor shall replace these stakes at no extra cost. If additional major restaking is required, the consulting engineer's surveyor, shall provide the additional work at an hourly rate of$ per hour for a field crew. Major restaking may be required if a substantial number of the initial stakes are knocked down as a result of the contractor's activity and there are not enough stakes left to construct the project. The contractor shall be responsible for paying the consulting engineer for this additional work. The City inspector assigned to the project shall be responsible for determining what constitutes minor and major restaking. 5. INCIDENTAL PRE-CONSTRUCTION STAKING: Right-of-way flagging, back of curb location, curb radii (to determine pole location) for utility clearance. 6. SPECIAL CONDITIONS: a. The City Inspector assigned to the project shall oversee all construction staking activity. All documentation including field notes, cut and/or fill notes, grades, "as staked" information etc., shall be provided to the City inspector and shall be sealed and signed by a surveyor licensed in the State of Texas. b. The Engineer's Surveyor shall attend the pre-construction conference. C. The Engineer's Surveyor shall meet with City Inspector and Contractor to coordinate surveying schedule and needs prior to beginning work. d. The Engineer's Surveyor shall stake each utility separately and at different times with sanitary sewer first, water second, storm drain third and roadway construction fourth and shall provide enough construction staking information so that the projects can be constructed as designed. e. A member of Engineer's firm familiar with project shall be available at al times to immediately respond to questions from the field. City inspector shall be responsible for all field coordination. ENGINEERING AGREEMENT JANUARY 1,2005 Page 32 of 44 EXHIBIT "A-2" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for paving and/or storm drain improvements for the following: 2004 CIP NEIGHBORHOOD STREET PROJECTS FOR Wimbleton Way and Wales Court CONTRACT 20 PROJECT NO. 00164 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A— PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, CITY drainage complaint files, existing applicable drainage ENGINEERING AGREEMENT (FFIC'IM HORD JANUARY 4 2005 CIr, Page 33 of 44 'ip+�JShG�p q �i tfy'�'00H, EX. studies and property ownership as available from the Tax Assessor's office. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a project schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B - CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. b. ENGINEER will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting ENGINEERING AGREEMENT JANUARY 1,2005 Page 34 of 44 software currently in use by the Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF) format (currently Release 12), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. The minimum survey information to be provided on the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing. City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. 4. No less than two horizontal bench marks, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. ii. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name ENGINEERING AGREEMENT JANUARY 1,2005 Page 35 of 44 limits DOE project No., Consultant's Project Manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. iii. Drainage Computations ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. iv. Conceptual Engineering Plan Submittal a. onceptual plans shall be submitted to City days after Notice to Proceed Letter is issued. b. he ENGINEER shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. 2. Preliminary Engineering Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as follows: a. Drainage area, maps with drainage calculations and hydraulic computations. Information shown on the plans will be consistent with Part A, Paragraph 1.b. for proposed condition. b. Preliminary project plans and profile sheets which will show the following ENGINEERING AGREEMENT JANUARY 1,2005 Page 36 of 44 a and shall be on 22" x 34" sheets: Property Ownership Curb Lines Driveways Medians (if applicable) Sidewalks Existing and proposed water and sanitary sewer mains. C. Proposed roadway profile grades and elevations along each curb line; elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right-of-way lines shall be shown. Existing found property corners (e.g. Iron pins) , along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm drain mains and leads shall be provided. d. Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. e. Preliminary roadway cross-sections will be developed, from the survey notes, at intervals not-to-exceed 50 foot along the project length and will extend 10' past the right of way line on both sides of the street. Additional cross-sections at important features including driveways, p.i.'s of intersecting streets, (minimum distance of 100' along cross-street at each P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be 1" = 10' horizontal and 1" = 2' vertical. f. Street and intersection layouts. g. Proposed plan/profile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall be provided on the plan sheets to locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. h. Furnish as a function of final plans, six (6) copies of the final cross-sections on 22" x 34" sheets. Information on these sheets will include centerline station, profile grades and centerline elevations, roadway section (existing ENGINEERING AGREEMENT JANUARY 1,2005W Page 37 of 44 and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" _ 2' vertical with cross sections plotted with stationing from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintained. Excavation and embankment volumes and end area computations shall also be provided. I. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. ENGINEERING AGREEMENT JANUARY 1,2005 Page 38 of 44 j. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property Division for Acquisition of Property". k. Utility Clearance Phase The ENGINEER will consult with the City's Transportation and Publci Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. I. Preliminary Construction Plan Submittal i. Preliminary construction plans and specifications shall be submitted to CITY 90 days after approval of Part B, Paragraph iv. ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. Preliminary estimate shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical solutions to be pursued. ENGINEERING AGREEMENT JANUARY 1,2005 Page 39 of 44 M. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. n. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 50_ days after approval of Part B, Paragraph 2 (b). Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Bid Documents Submittal The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided ENGINEERING AGREEMENT JANUARY 1,2005 Page 40 of 44 FT, WO RSH, fix. in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. ENGINEERING AGREEMENT JANUARY 1,2005 Page 41 of 44 ATTACHMENT "B" COMPENSATION AND SCHEDULE Street Reconstruction,Water and Sanitary Sewer Replacement On WIMBLETON WAY(WALTON AVE TO WILKIE WAY) AND WALES COURT(WALTHAM AVE TO WEDGMONT CIR S) CFW Project No.00164 I. Compensation A. The Engineer shall be compensated a total lump sum fee of $58,469.00 as summarized in Exhibit "B-3" Payment of the total lump sum fee shall be considered full compensation for the services described in Exhibits "A-1" and "A-2n for all labor materials, supplies, and equipment necessary to complete the project. B. The Engineer shall be paid monthly payments as described in Exhibit "B-1" Section 1 - Method of Payment. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. if. Schedule Final Plans and Contract Documents for bid advertisement shall be submitted within 160 calendar days after the "Notice to Proceed" letter is issued. A. Conceptual Engineering Plans - 32 calendar days. B. Preliminary Engineering Plans and Contract Documents - 21 calendar days. C. Final Engineering Plans and Contract Documents - 14 calendar days. D. Final Plans and Contract Documents for Bid Advertisement - 15 calendar days. Exhibit 8 B-1 B-2 Multatech 4-29-05 B - 1 EXHIBIT "B-1" METHOD OF PAYMENT (SUPPLEMENT TO ATTACHMENT "B") Street Reconstruction,Water and Sanitary Sewer Replacement On WIMBLETON WAY(WALTON AVE TO WILKIE WAY) AND WALES COURT(WALTHAM AVE TO WEDGMONT CIR S) CFW Project No.00164 I. Method of Payment Partial payment shall be made to the Engineer monthly upon City's approval of an invoice from the ENGINEER outlining the estimated current percent complete of the total project. The aggregate of such monthly partial fee payments shall not exceed the following: Until satisfactory completion of Exhibits "A-1" and A-2",Conceptual Engineering plan submittal and approval by the City, a sum not to exceed 30 percent of the total lump sum fee. Until satisfactory completion of Exhibits "A-1" and A-2",Preliminary Construction Plan submittal to City, a sum not to exceed 60 percent of the total lump sum fee, less previous payments. Until satisfactory completion of Exhibits "A-1" and A-2", Final Construction plan submittal and approval by the City, a sum not to exceed 90 percent of the total lump sum fee, less previous payments. The balance of the earnings, less previous payments, shall be payable after Bid opening for the Project has been conducted. II. Progress Reports A. The Engineer shall submit to the designated representative of the Director of the Department of Engineering monthly progress reports covering all phases of design by the 15th of every month in the format required by the City. B. If Engineer determines in the course of making design drawings and specifications that the opinion of probable construction cost of $490,359.00 (as estimated in Exhibit B-4 will be exceeded, whether by change in the scope of the project, increased cost or other conditions, the Engineer shall immediately report such fact to the City's Director of the Department of Engineering and, if so instructed by the Director of the Department of Engineering shall suspend all work hereunder. Exhibit B B-1 B-2 Multatech 4-29-05 B2 - 1 EXHIBIT "B-2" HOURLY RATE SCHEDULE (SUPPLEMENT TO ATTACHMENT "B") Street Reconstruction,Water and Sanitary Sewer Replacement on WIMBLETON WAY(WALTON AVE TO WILKIE WAY) and WALES COURT(WALTHAM AVE TO WEDGMONT CIR S) CFW Project No.00164 2005 Standard Hourly Rate Schedule Employee Classification Rate/Hour (Range) Principal Engineer $137 - $175/hour Project Manager/ Planner $100 - $125/hour R.P.L.S. N/A R.P.L.S. (Principal) N/A Design Engineer $75 - $110/hour Designer/CAD Operator $50 - $105/hour Survey Technician N/A Clerical $32 - $55/hour Survey Crew N/A OTHER DIRECT EXPENSES Other direct expenses are reimbursed at actual cost times a multiplier of 1.15. They include outside reproduction and printing, transportation, travel, communication expense, and subsistence away from Fort Worth and other miscellaneous expenses directly related to the work. Costs of tests and other work required to be done by independent persons other than staff members are reimbursed at actual cost times a multiplier of 1.10. Exhibit B B-1 B-2 Multatech 4-29-05 B2 - 1 EXHIBIT "B-3" (SUPPLEMENT TO ATTACHMENT "B") SUMMARY OF TOTAL PROJECT FEES YEAR 2, 2004 CIP. STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WILBLETON WAY (WALTON TO WILKIE) AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No. 20 CFW PROJECT No. 00164 Prime Consulting Firm Responsibility Total Fee M/WBE Fee Percent Multatech Engineering, Inc. $ 39,326 - 67.3% M/W BE Sub-consultants ANA Consultants Survey $11,259 19.3% Trevino Engineering Support Service CADD/Reproduction $7,884 13.5% Non-M/WBE Sub-consultants N/A EXHIBIT "B-3A" (SUPPLEMENT TO ATTACHMENT "B") SUMMARY OF TOTAL PROJECT FEES YEAR 2, 2004 CIP. STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY (WALTON TO WILKIE) AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No. 20 CFW PROJECT No. 00164 Consulting Firm Prime Responsibility Total Fee M/WBE Fee Percent Multatech Engineering, Inc. Paving/Drainage Engineering Design $ 16,740 Water Improvements Engineering De: $ 7,822 Sewer Improvements Engineering De: $ 6,951 Erosion Control Plans& SW3P $ 3,000 Project Meetings $ 1,380 Construction Assistance $ 1,300 (10%) Fee on M/W BE Firms & Expenses $ 2,133 Total $ 39,326 $ - 67.3% M/W BE Sub-consultants ANA Consultants Survey $ 11,259 Subtotal: $ 11,259 19.3% Trevino Engineering Support Serr ices Paving/Drainage Engineering Design $ 1,860 Water Improvements Engineering Design $ 869 Sewer Improvements Engineering Design $ 772 Printing& Reproduction Subtotal $ 4,383 Subtotal: $ 7,884 13.5% Non-M/WBE Sub-consultants N/A �sr"',�n���-,acv"` .' i �TD�£�'~ .,-at•xk°°�sr�r,�= � _.,�->`xa,,^2� .-'^�-•� '�*'" +� aas• �F'rolect Descriptrony ��,� �� ��,= Scope of Services s.�� �,, ?Tota] Fee M�VYBE Fee .:Percent' E"n ineeri '��"' �Pavtn i�& Dca►na e S ���� � '� � �'��`' � � {� #�,g����n,g Services �� � g ,Water andµSew� 58;469 � �w19143 32 7% EXHIBIT "13-313" (Supplement to Attachment B) PROFESSIONAL SERVICES FEE SUMMARY YEAR 2, 2004 CIP. STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY(WALTON70 WILKIE)AND WALES COURT (WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No. 20 CFW Project No. 00164 Part A-Conceptual Design,and Part B-Plans and Specifications Transportation& Public Works: (Construction Cost X ASCE Curve"A"X 85%) Paving& Drainage $260,492.00 X 8.40% X 85% = $18,600 Water Department: (Construction Cost X ASCE Curve"A"X 85%) Water Improvements $121,715.00 X 8.4% X 85% = $8,691 Sewer Improvements $108,152.00 X 8.4% X 85% = $7,723 Total Water and Sewer Improvements = $16,414 Transportation& Public Works and Water: Basic Services Total $35,014 Additional Services: Transportation& Public Works: Topographic Surveying Services $3,375 Erosion Control Plans&SW3P $2,000 Project Meetings $920 Construction Assistance $925 Printing& Reproduction Subtotal $2,987 Adminstrative(100/6) Fee on Expenses $1,021 Additional Services Subtotal 11 228 Water&Sewer Department: Topographic Surveying Services $7,884 Erosion Control Plans& SW3P $1,000 Project Meetings $460 Construction Assistance $375 Printing& Reproduction Subtotal $1,396 Adminstrative(10%) Fee on M/W BE Firms& Eipenses $1,112 Total Water and Sewer Additional Services Subtotal $12,227 Water Additional Service Fee 53% $6,475 Sewer Additional Service Fee 47% $5,753 Transportation& Public Works and Water:Additional Services Total $23,455 FTOTAL�ROJCT DEGN . ` � . ..... � ..$ " ,����� CONTINUE EXHIBIT"B-36" SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE(LESS SURVEY FEE) YEAR 2, 2004 CIP. STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY(WALTON TO WILKIE) AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No. 20 CFW Project No. 00164 A. SUMMARY OF TOTAL FEE Service Description Water Sevier Paving/Drainage Total Engineering Design $8,691.00 $7,723.00 $18,600.00 $35,014.00 Additional Services $1,882.95 $1,672.65 $7,516.00 $11,071.00 Surveying Services $4,592.05 $4,080.35 $3,712.00 $12,384.00 Total $15,166.00 $13,476.001 $29,828.001 $58,469.00 B. BREAKDOWN OF WATER, SEWER AND PAVING FEES(LESS SURVEY FEES) 1.Total Water Fee(less survey fee) Breakdown by Concept, Preliminary and Final Design a. Concept (30%)=(Total Water Fee-Water Survey Fee) x(0.3) _ $3,172 b. Preliminary(60%)=(Total Water Fee-Water Survey Fee)x(0.6) _ $6,344 C. Final (10%) = (Total Water Fee-Water Survey Fee)x(0.1) _ $1,057 Total: 2. Total Sewer Fee (less survey fee) Breakdown by Concept. Preliminary and Final Design a. Concept(30%)=(Total Sewer Fee- Sewer Survey Fee) x(0.3) _ $2,819 b. Preliminary(60%)=(Total-Sewer Fee- Sewer Survey Fee)x(0.6) _ $5,637 C. Final (10%)=(Total Sewer Fee-Sewer Survey Fee) x(0.1) _ $940 Total: 3.Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design a. Concept (30%)=(Total Paving Fee- Paving Survey Fee)x(0.3) _ $7,835 b. Preliminary(60%)=(Total Paving Fee- Paving Survey Fee)x(0.6) _ $15,670 C. Final (10%)_(Total Paving Fee- Paving Survey Fee)x(0.1) _ $2,611 Total: $26,116 EXHIBIT "B-3C" (Supplement to Attachment B) FEE FOR SURVEYING SERVICES STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY (WALTON TO WILKIE) AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No. 20 CFW Project No. 00164 Surveying Services: Paving & Drainage Wimbleton Way: 1200 If x $2.25 /If = $ 2,700 Wales Ct: 300 If x $2.25 /If = $ 675 Subtotal: $ 3,375 Water Wimbleton Way: 1200 If x $2.25 /If = $ 2,700 Wales Ct: 300 If x $2.25 /If = $ 675 Subtotal: $ 3,375 Sanitary Sewer L-5999 708 If x $3.00 /If = $ 2,124 L-6000 135 If x $2.25 /If = $ 304 L-6005 925 If x $2.25 /If = $ 2,081 Subtotal: $ 4,509 Subtotal Water & Sewer: $ 7,884 Transportation & Public Works and Water: Survey Services Total $11,259 a EXHIBIT"B-31)" (Supplement to Attachment B) ADDITIONAL SERVICES STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY (WALTON TO WILKIE)AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No.20 CFW Project No. 00164 Additional Services: Transportation&Public Works: Erosion Control Plans&SW3P $2,000 Project Meetings (1)Concept Design Kickoff Meeting(2 hrs/2 Employees) $230 (1) Preliminary Review Meeting(2 hrs/2 Employees) $230 (1)Final Review Meeting(2 hrs/2 Employees) $230 (1)Attend Public Meeting(2 hrs/2 Employees) $230 Construction Assistance Prepare Addendums,Attend Bid Opening and Prepare Bid Tab $300 Assist City in Preparing&Conduction Pre-Construction Meeting $125 Conduct Field Visits(4)& Provide Technical Assistance $500 Reproduction $2,987 Subtotal-Transportation &Public Works: $6,832 Water Department(Water&Sanitary Sewer): Water Erosion Control Plans&SW3P $1,000 Project Meetings (1)Concept Design Kickoff Meeting(2 hrs/2 Employees) $115 (1)Preliminary Review Meeting(2 hrs/2 Employees) $115 (1)Final Review Meeting(2 hrs/2 Employees) $115 (1)Attend Public Meeting(2 hrs/2 Employees) $115 Construction Assistance (2)Construction Site Visits $250 Attend Final Inspection $125 Reproduction $1,395 Subtotal Water: $3,230 Sewer Erosion Control Plans&SW3P $1,000 Project Meetings (1)Concept Design Kickoff Meeting(2 hrs/2 Employees) $115 (1)Preliminary Review Meeting(2 hrs/2 Employees) $115 (1) Final Review Meeting (2 hrs/2 Employees) $115 (1)Attend Public Meeting(2 hrs/2 Employees) $115 Construction Assistance (2)Construction Site Visits $250 Attend Final Inspection $125 Reproduction $1,240 Subtotal Sewer: $3,075 Subtotal-Water Department(Water& Sanitary Sewer): $6,305 Total Additional Services: $13,137 EXHIBIT "B-3E" (Supplement to Attachment B) FEE FOR REPRODUCTION SERVICES STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY (WALTON TO WILKIE) AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No. 20 CFW Project No. 00164 Printing & Reproduction Transportation & Public Works and Water Department Conceptual Design Plans 4 Sets of Constr. Plans $2.00 /Pg x 25 Sht/PlanX 4 = $200 Preliminary & Utility Clearance Plans 16 Sets of Constr. Plans $2.00 /Sht x 25 Sht/Plan X 16 = $800 5 Sets of Specifications $0.10 /Sht x 250 Sht/Spec X 5 = $125 Final Plans 5 Sets of Constr. Plans $2.00 /Sht x 25 Sht/Plan X 5 = $250 5 Sets of Specifications $0.10 /Sht x 250 Sht/Spec X 5 = $125 Bid Documents 50 Sets of Constr. Plans $2.00 /Sht x 25 Sht/Plan X 50 = $2,500 50 Sets of Specifications $0.10 /Sht x 250 Sht/Spec X 50 = $1,250 Mounted Exhibits for Public Meetings 1 Drawing on Board $36.00 EA 2 Plots/Prof X 1 = $72 Final Mylars for Record Purposes 1 Set of Plans $12.00 /Sht x 25 Sht/Plan X 1 = $300 Printing & Reproduction Subtotal $5,622 Transportation & Public Works and Water Department $2,987 Water Department (Water & Sanitary Sewer) $2,635 EXHIBIT "B-4" (SUPPLEMENT TO ATTACHMENT"B") SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY (WALTON TO WILKIE)AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two, 2004 Capital Improvement Program, Contract No. 20 CFW Project No. 00164 Street Water Main Sewer Main Total Location Re-construction Construction Construction Construction cc C Wimbleton Way(Walton to Wilkie) 204,026.74 93,115.00 108,152.00 $405,294 Q Wales Ct(Waltham to Wedgemont) 56,465.25 28,600.00 - $85,065 m V TOTALS $260,492 $121,715 $108,152 ` $490,359 PERCENT COST 53.1%, 24.8% 22.1%, 100.0% Street Water Main Sewer Main Total m Location Re-construction Construction Construction Construction cc C Wimbleton Way(Walton to Wilkie) 236,060.06 93,115.00 108,152.00 $437,327 m` a Wales Ct(Waltham to Wedgemont) 47,606.76 28,600.00 - $76,207 cc r TOTALS $283,667 $121,715 $108,152 $513,534 PERCENT COST 55.2% 23.7% 21.1%, 100.0% MUD EB4-1 EXHIBIT"8.4A" (SUPPLEMENT TO ATTACHMENT"B") OPINION OF PROBABLE CONSTRUCTION COST STREET RECONSTRUCTION,WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY(WALTON TO WILKIE)AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two,2004 Capital Improvement Program,Contract No.20 CFW Project No.00164 Paving Improvements Concrete Option) Wlmbleton Way Wales Court Pay 1200H 3001 Item Unit Item Description Unit Price Quantity Amount Quantity Amount 1 EA Project Designation Sin 250.00 2.00 500.00 2 500.00 2 LS Storm Water Pollution Prevenlion Plan 2,675.00 1.00 2,675.00 1 2,675-00 3 LS UtilityAdjustments 6125.00 1.00 6125A0 1 6125.00 4 LF Sawcut ExistingPavement 2.00 168.00 336.00 80 160.00 5 LF Remove ExistingCurb and Gutter 2.10 2,500,0 5,250.00 800 1,260.00. 6 SF Remv Ex.Conc.Drive Sidewalks,etc. 2.20 2808.00 6.177.60 432 950.40 7 CY Unclassified Street Excavation 12.10 1,011.00 12 233,10 213 2,577,30 8 Sy 8"Sub rade Slabili-tion 2.15 4 548.00 9,778.20 960 2,064.00 9 TN Lime for Stabilization 61 86.30 10o'col 8,630.00 22 1'898.6() 10 SY 6"Reinforced Concrete Pavement 21.38 3j31001 79,811.54 778 16,633.64 11 LF HMAC Transition 99.83 80.001 7,986,40 80 7,986A0 12 LF Monolithic Curb 3.45 2,500B01 8,625.00 600 2,070.00 13 LF Silicon Joint Sealant 0.73 3,6001 2 628.00 900 657.00 14 SF 6"Concrete Driveways 4.59 2,808.00 12,888.72 432 1 982.88 16 EA Adjust Water Meter Box 35.00 26.00 910.00 9 17 EA Adiust Water Valve Box 250.00 26.00 6 500.00 0 18 CY Topsoil 10.40 300.00 3,120.00 150 1,560.00 19 SF Asphalt Pavement Repair 15.00 216.00 3.240.00 D Subtotal: 177,414.56 49,100.22 Drainage(5%of Pavin : 8,870.73 2,455.01 Contin enciea10%: - 17,741.46 4,910.02 Total: 204,026.74 56,465.25 Lane Miles: 0.49 10.12 Cost Per Lane Mile: 1 416,797.49 1461,401.78 Total Paving(Concrete Option): S 260,492.00 SidewalkImprovements 20 SF 4'Concrete Sidewalk 1 3.42 1 9,600.00 32,832.00 0 Total Sidewalk(Concrete Option): $ 32,832.00 Drainage Improvements 1 EA Remove Existing Storm Sewer Inlets 300.00 4.00 1,200.00 0 - 2 EA Curb Inlets 2,800.00 3.00 8,400.00 0 3 EA Drop Inlets 2,400.00 1.00 2 400.00 0 4 EA Storm Sewer Manhole 1,800,00 3.00 5,400.00 0 5 LF Storm Sewer Pipe-21' 45.00 677.00 30 465.00 0 6 LF Storm Sewer Pipe-24' 50.00 302.00 15 100.00 0 7 LF Storm Sewer Pi -30' 65.00 364.00 23,660.00 0 Subtotal: 86,625.00 Contingencies 10%: 8,662.50 Total: 95,287.50 Lane Miles: 0.49 0.12 Coat Per Lane MIle:j 1 194,658.75 Total Drainage: E 95,287.50 EXHIBIT"B-4B" (SUPPLEMENT TO ATTACHMENT"B") OPINION OF PROBABLE CONSTRUCTION COST STREET RECONSTRUCTION,WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY(WALTON TO WILKIE)AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two,2004 Capital Improvement Program,Contract No.20 CFW Project No.00164 Paving Improvements(HMAC Option) Wimbleton Way Wales Court Pay 120011 300 If Item Unit Item Description Unit Price Quantity Amount Quantity Amount i EA Project Designation Sin 250.00 2.00 500.00 2 500.00 2 LS Storm Water Pollution Prevention Plan 2,675.00 1.00 2,675.00 1 2,675.00 3 LS Utility Adjustments 6,125.00 1.00 6125.00 1 6125.00 4 LF Sawcut Existing Pavement 2.00 168.00 336.00 80 160.00 5 LF Remove Existing Curb and Gutter 2.10 2,500.00 5,250.00 600 1,260.00 6 SF Remv Ex.Conc.Drive,Sidewalks etc. 2.20 2,808.00 6,177.60 432 950.40 8 CY Unclassified Street Excavation 12.10 1,011-00. 12,233.10 213 2,577.30 15 SY 8'Sub rade Stabilization 2.15 4,548. 0 9,778.20 960 2,064,00 16 TN Lime for Stabilization 6°h 86.30 100.00 B,630 go 22 1 898.60 17 SY 6"HMAC Pavement 18.00 3,733.00 67,194.00 778 14,004.00 18 LF 7"Curb 8 Gutter 12.00 2,500.00 30,000.00 600 7,200.00 19 SF 6"Concrete Driveways 4.59 2,80&00 12,888.72 432 1,982.88 20 EA Adjust Water Meter Box 35.001 26.00 910.00 0 21 EA Adjust Water Valve Box 250,001 26.00 6,500.00 0 22 SF 4'Concrete Sidewalk 3.42 9,600.00 32,832.00 0 23 SF Asphalt Pavement Repair 15.00 216.00 3,240.00 0 Subtotal: 205,269.62 41,397.18 Drainage 5t of Paving): 10,263.48 2,069.86 Contingencies(10%): 20,526.96 4,139.72 Total: 236,060.06 47,606.76 Total Paving(HMAC Option): $283,666.82 Sidewalk Improvements 24 1 CY ITopsoil 1 10.401 300.001 3,120.001 1501 1,560.00 Total Sidewalk(HMAC Option): S 4,680.00 Drainage Improvements 1 1 EA Remove Existing Storm Sewer Inlets 300.00 4.00 1,200.00 0 2 EA Curb Inlets 2,800.00 3.00 8,400.00 0 3 EA Drop Inlets 2,400.00 1.00 2,400.00 0 4 EA Storm Sewer Manhole 1,800.00 3.00 5,400.00 0 5 LF Storm Sewer Pi -21' 45.00 677.00 30 465.00 0 6 LF Storm Sewer Pipe-24' 50.00 302.00 15 100.00 0 7 LF Storm Sewer Pipe-30' 65.00 364.00 23,660.00 0 Subtotal: 66,625.00 Contingencies(10%):1 8,662.50 Total: 95,287.50 Total Drainage: S 95,267.50 EXHIBIT"B-4C" (SUPPLEMENT TO ATTACHMENT"B") OPINION OF PROBABLE CONSTRUCTION COST STREET RECONSTRUCTION,WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY(WALTON TO WILKIE)AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two,2004 Capital Improvement Program,Contract No.20 CFW Project No. 00164 Water Line Replacement Wimbleton Way Wales Court Pay 1200 If 300 If Item Unit Item Description Unit Price Quantity Amount Quantity Amount 1 LF 8"Waterline, Including Traffic Control (open cut 34.00 11250.00 42,500.00 350 11,900.00 2 EA 8" Gate Valve wl box 550.00 3.00 1,650.00 2 1,100.00 3 TN Fittings 3,000.00 4.00 12,000.00 1.5 4,500.00 4 LS 2"Temporary Service 3,000.00 1.00 3,000.00 1 3,000.00 5 EA Fire Hydrant 2,000.00 3.00 6,000.00 1 2,000.00 6 EA 1" Service Tap 250.00 26.00 6,500.00 7 LF Temporary Pavement Repair 10.00 1,300.00 13,000.00 350 3,500.00 Subtotal: 84,650.00 26,000.00 Contingencies(10%): 8,465.00 2,600.00 Total: 93,115.00 28,600.00 Total Water: $121,715.00 EXHIBIT"13-41)" (SUPPLEMENT TO ATTACHMENT"B") OPINION OF PROBABLE CONSTRUCTION COST STREET RECONSTRUCTION,WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY(WALTON TO WILKIE)AND WALES COURT(WALTHAM TO WEDGEMONT) City of Fort Worth Year Two,2004 Capital Improvement Program,Contract No.20 CFW Project No.00164 Sanitary Sewer Replacement Wimbleton Way Wales Court Pay 1200 If 300 If Item Unit Item Description Unit Price Quantity Amount Quantity Amount 1 LF 8"Sewer Line, Including Traffic Control (open cut 35.00 1,765.00 61,775.00 2 LF Trench Safety 1.00 1,765.00 1,765.00 3 EA 4'Manhole 1,800.00 6.00 10,800.00 - 4 TN Remove Existing Manhole 400.00 6.00 2,400.00 - 5 LS CCTV Inspection 2.00 1,765.001 3,530.00 1 - 6 EA Vacuum Testing 150.00 4.00 600.00 - 7 EA 4° Service Tap 300.00 26.00 7,800.00 - 8 LF emporary Pavement Repair 10.00 965.00 9,650.00 - Subtotal: 98,320.00 - Contingencies(10%):1 9,832.00 - Total:1 1 108,152.00 Total Sewer: $108,152.00 G�» "mob Cl r--- ��r?v wvvw av�� ATTACHMENT "C" CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A CITY OF FORT WORTH YEAR TWO, 2004 CAPITAL IMPROVEMENT PROGRAM. STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMEWNT ON WIMBLETON WAY (WALTON AVE TO WILKIE WAY) AND WALES COURT (WALTHAM AVE TO WEDGMONT CIR S). CFW PROJECT NO. 00164. 1. Standard Agreement, Article III, Section K (1), third paragraph regarding professional liability insurance. Omit the sentence "Professional Liability Insurance shall be written on a project specific basis." The next sentence of the same paragraph shall be changed to read: "The retroactive date of Professional Liability Insurance shall be coincident with or prior to the date of this contract and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. 2. There are no changes or Amendments to Attachment A. CITY SK_1�12ffikf' ATTACHMENT D Schedule YEAR 2, 2004 CIP. STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON WIMBLETON WAY(WALTON TO WILKIE)AND WALES COURT (WALTHAM TO WEDGEMONT) Contract No. 20 CFW Project No. 00164 PROJECTED ACTUAL Duration uration ID Task Name (days) Start Finish :; (days} Start Finish 1 Notice to Proceed 0 10-May-2005 10-May-2005 s 2 Survey 17 10-May-2005 27-May-2005 y:"3 3 Design Phase 81 27-May-2005 16-Aug-2005»t 4 Conceptual Engineering 32 27-May-2005 28-Jun-2005 4 5 Pre-Design Coordination Meeting 0 27-May-2005 27-May-2005 6 Conceptual Engineering Plans (30%) 14 27-May-2005 10-Jun-2005 > 7 30% Conceptual Plan Submittal 0 10-Jun-2005 10-Jun-2005 8 City of Fort Worth Review 14 10-Jun-2005 24-Jun-2005 � 9 Project Review Meeting 0 24-Jun-2005 24-Jun-2005 10 Neighborhood Meeting 0 24-Jun-2005 24-Jun-20051 11 Address DOE/Citizen Comments 4 24-Jun-2005 28-Jun-2005 12 Submit Plans to Utility Companies 0 28-Jun-2005 28-Jun-2005 }=` 13 Preliminary Engineering 21 28-Jun-2005 19-Jul-2005 14 Preliminary Plans and Specs (60%) 14 28-Jun-2005 12-Jul-2005 r�Y 15 60% Preliminary Plan Submittal 0 12-Jul-2005 12-Jul-2005',,' 16 City of Fort Worth Review 7 12-Jul-2005 19-Jul-2005=` 17 Project Review Meeting 0 19-Jul-2005 19-Jul-2005 18 Final Engineering 28 19-Jul-2005 16-Aug-2005 ; 19 Prepare(90%) Plans and Specifications 7 19-Jul-2005 26-Jul-2005 F' 20 60% Preliminary Plan Submittal 0 26-Jul-2005 26-Jul-2005 21 City of Fort Worth Review 7 26-Jul-2005 2-Aug-2005 22 Project Review Meeting 0 2-Aug-2005 2-Aug-2005 23 Incorporate Final DOE Comments 7 2-Aug-2005 9-Aug-2005 ; 24 Submit Final Plans and Specs (100%) 0 9-Aug-2005 9-Aug-2005 : 25 Circulate Plans for Signatures 7 9-Aug-2005 16-Aug-2005 1N, 26 Construction Phase 300 12-Jul-2005 8-May-2006` { 27 Pre-Construction 77 12-Jul-2005 27-Sep-2005:Ag 28 Franchise Utility Relocations 180 12-Jul-2005 8-Jan-2006 29 Advertise Project 0 16-Aug-2005 16-Aug-2005 30 Advertisement Duration 14 16-Aug-2005 30-Aug-2005 "', 31 Open Bids 0 30-Aug-2005 30-Aug-20051M 32 M&C Circulation Process 14 30-Aug-2005 13-Sep-2005 33 Council Award 0 13-Sep-2005 13-Sep-2005 34 Execute Contract Documents 7 13-Sep-2005 20-Sep-2005 35 Prepare for Neighborhood Meeting 7 20-Sep-2005 27-Sep-2005 36 Pre-Construction Neighborhood Meeting 0 27-Sep-2005 27-Sep-2005 37 Pre-Construction Meeting 0 27-Sep-2005 27-Sep-2005 38 Project Construction 120 8-Jan-2006 8-May-2006 39 Notice to Proceed 0 8-Jan-2006 8-Jan-2006 40 Water and Sewer Construction 60 8-Jan-2006 9-Mar-2006 kki 41 Paving and Drainage Construction 60 9-Mar-2006 8-May-2006 8 9 10 t2 1� t1 15 t6 Q t7 16 10 9 8 3s ° VE. -- 11 ]4 2 2 4 3 1 3 2 1 3 1 1 5 4R 33 8 5 28 2R t'h 2 --� 2 4 IRP '{;'.l _ 3 - IREI 1RC ` 9 6 29 4 29 'RD 7 47 5 28 - 3 I 1 2 1 0 IRI 10 5 z 2d - 9 —� 5 2R IR «� 5 _ 11 Q d 0 T `7(- 45 5 _ 9 0 12 27 S 41 9 4r 26 3 \, 6 _ 24 22 C(3 _ 8 49� 2 2] 21 20 — s _ V �, 9 17 25 21 i to 4 15 J 12 41 �- -> '-� �2 6 7 8 9 IO II 12 11 N Je 7 6 22` n z Q to 5 —� / 4o c�f 2 11 13 1 � �_ 21 � _. 17 \� 12 2112 36 IB / 20 1 9 to )J 17 13 C Q 12 8 JS IS 38 2 3 4 5 6 1 19 37 I4 // i9 14 9 O t3 10 24^ 1r 20 36 t5 ,6 Is ,.\...- ( 5 8 14 tl 23 \ - 21� f/ 21 20 19 Id 17 16 is 14 18 \ JS tfi /17 16�t7 ( 6 / 15 12 22 Cl�S 23 19 _ _ 20 1 2 32 10 \ '~ 1 2 �3 4 5 fi 7 8 \� 9 22 31 9 13 30 8 14 / 20 19 18 17 16 15 14 l 23 FEN ON 29 7 15 _ 24 28 16 FORTWORTH S TREE T RECONS TRUC TION � ��`� MULTATECH IN WIMBL E TON I�'A Y , ENGINEERING,ING. 2036.360 '.�Y--�� ++IT Iexes srReer SUITE 200 6dAPSCO 8911 1 c4` i°6.2-iaZe Ills FROM WAL TON AVE. 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TO WIL KIE WAY S 2036 360 t4oJ x2006 STgEt't lu MAPSCO 89U — uITE too 1 u ---"- roar x51 oz-74ze ATTACHMENT E COUNCIL DISTRICT 6 EXHIBIT 3� SITE 1 - SEWED REPLACEMENT J 11/70,'2004 .04004 04031.00 Wimfile lun WOY�Cad\Civil\Wimle lon_S.dgn .- d a G1 34 2t 13 Ip / 33 \, 266 2\1 \ 37 20 'a23 220 ti 3Z }i 30 16 19 9 25 5 i 2 ' t9 \\\ � 11 10 2 / E �\7 31 16 2.,27 19 12 \ 23 30 18 7 13 76 t2 6 Com. 29 21 17 20 14 3 22 ( 22 ' 6 ;P 17 F'. 21 9 5 \ 2/ t 21 20 19 15 /\\ 0 / 1112c. i9 10 � 10 f 4 G, Z.6 20 li i \ 26 t9 2 16 20 7 f i5 ,9 8 3 t7 26 / IB 12 9 q). 174 20 19 15 \ 1_ 2 17 t3 10 24 i6 5 27 1 1 18 16 23 15 26 '�IiCC 12 36 Ip / 14 11 2.1 to 6 2 IJ 13 /J 3J 7 i5 21 ] � 2+ 3�V \ 14 76 13. 12 0 i2 13 6 27 2 27 4 2D S5 i 3 3q 5 15 10\� \ 2t 22 6 \ 4 26 25 I \ 32 15 7 8 72 20 6 7 \ 6 5 24 z \ 8� 11 6 4 18 i7 19 9 J 23 } 20 3 (/ 18 6 � 22 4 19 9 ]0 ] 2 \/ 10 6 16 11 1 0 79 4 ty y I ,6 i2 9 21 19 - t1 26 5 'Pi 9 ti// J' 10 20 6 17 33 {�/p 4C� 10 `�iI I7 19 7 9 3 26 2 2 \6 CJ'ol 7 2 / /\i / i3 12 11 i6 3 \ 7 5 2 \ 1\ 6 18 6 5 2S 6 12 1 fi 14 6 9 14 � 24 9 10. 11 G� } WAL S 4 7 15 7 1 10 13 6 4 14 \ 12 111 10 9 6 7 6 2 F115 2 1 Q _ 3R 1J I6 19 20 21 22 15 23 24 25 26 27 28 3 13 � q � 2 2° 19 —_ D 4R � 18 7 TORTWORTII S TREE T RECONS TRUC TION �- y:iS LTATF_CFI /� ����� ���� p�,,._ ENGINEERING,INC. —7 2030-360 �1��'YC/� tzoo 1 s sI.Ev j J 11APSGO 89X 7s, -3128 T6xes FROM WAL THAM AVE. TO WEDGEMONT CIR. S. `' rTE en1 617-551, ACHIVIENT E NCIE DISTRICT 6 EXHIBIT 1: SHE 2 - STREET RECONSTRUCTION L=--k 2pp4\04031-W-111l 1o11\Cn01Cvh\WALES .__— 18 L 34 \ 00� E 27 21 I}\ 10 3J a 2fi 0 4 O 26 p° Sia 33 20 23 14 11 0 1 2t 32 S. 29 2 20 3p 10 6\ J1 15 22 12 11 16 21 2 !4 Z3 7 4\ 30 72 \\ 79 29 21 17 20 6 73 21 as 5 14 22 9 5 Jy 17 �� 21 9 :O` 6 27 28 a� 20 J 1 19 15 21 ., w Vv p ruG P 19 1a i/ gl 20 a ��t 2 z 16 ID 26 17 26 12 \ 25� O\ 26 19 _ 11 2 16 15 9 z+ �. 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CFWNet.org �t)lZ f3 Print M&C COUNCIL ACTION: Approved on 6/28/2005 -Ordinance No. 16496-06-2005 DATE: 6/28/2005 REFERENCE NO.: **C-20825 LOG NAME: 30WIMBLETON CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Engineering Agreement with Multatech Engineering, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Wimbleton Way and Wales Court (City Project No. 00164) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$32,805.21 from the Water& Sewer Operating Fund to the Water Capital Project Fund in the amount of$17,145.00 and Sewer Capital Project Fund in the amount of$15,660.21; 2. Adopt the appropriation ordinance increasing estimated receipts and appropriation in the Water Capital Project Fund in the amount of$17,145.00 and the Sewer Capital Project Fund in the amount of$15,660.21, from available funds; and 3. Authorize the City Manager to execute an engineering agreement with Multatech Engineering, Inc., in the amount of$58,469.00 for pavement reconstruction and water and sanitary sewer main replacement on Wimbleton Way (Walton Avenue to Wilkie Way) and Wales Court (Waltham Avenue to Wedgmont Circle South). DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction and water and the Water and Sewer Operating Fund includes funds for sanitary sewer replacement on Wimbleton Way (Walton Avenue to Wilkie Way) and Wales Court (Walthem Avenue to Wedgmont Circle South). This project consists of the preparation of plans and specifications for pavement reconstruction and water and sanitary sewer main replacement on the above identified streets. Multatech Engineering, Inc. proposes to perform the necessary design work for a lump sum fee of $58,469.00. City staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $9,064.71 (water: $1,980.00; sewer: $2,184.21; and streets: $4,900.50) is required for project management by the Engineering Department. Multatech Engineering, Inc. is in compliance with the City's M/WBE Ordinance by committing to 33% M/WBE participation. The City's goal on the project is 16%. This project is located in COUNCIL DISTRICT 6, Mapsco 89X. http://www.cfwnet.org/council_packet/mc review.asp?refnum=C-20825 6/30/2005 M&C Request Review Page 2 of 3 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies upon approval and completion of recommendation 1, and the adoption of the appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, Sewer Capital Projects Fund and Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2)P253 472045 606170016400 $17,145.00 1)PE45 538070 0609020 $17.145.00 1&2)P258 472045 706170016400 $15,660.21 1)PE45 538070 0709020 $15.660.21 2)P253 531350 606170016410 $120.00 3)P253 531200 606170016431 $3.172.00 2,P253 531350 606170016420 $120.00 3)13253 531200 606170016432 $6,344.00 2J P253 531350 606170016431 $450.00 3)13253 531200 606170016433 $1057.00 2)P253 531200 606170016431 $3,172.00 3)13253 531200. 606170016451 $4,592.00 2)P253 531350 606170016432 $900.00 3)P258 531200 706170016431_ $2.819.00 2)P253 531200 606170016432 $6,344.00 3)P258 531200_706170016432 $5.637.00 2)P253 531350 606170016433 $150.00 3)13258 531200 706170016433 $940.00 2)13253 531200 606170016433 $1 057.00 3)P258 531200 706170016451 $_4Q80.00 2)P253 531200 606170016451 $4.592.00 3)C200 531200. 206400016431 $7.835.00 2)P253 531350 606170016460 $120_00 3,C200 531200 206400016432 $15,670.00 2)P253 533010 606170016481 $120.00 3)C200 531200 206400016433 $_26_11.00 2)P258 531350 706170016410 $132.38 3)C200 531200 206400016451 $3,712.00 2)P258 531350 706170016420 $132.38 2)P258 531350 706170016431 $496.41 2)P258 531200 706170016431 $2,819.00 2)P258 531350 706170016432 $992.81 2)P258 531200 706170016432 $5,637.00 2)P258 531350 706170016433 $165.47 2)P258 531200 706170016433 $940.00 2)P258 531200 706170016451 $4,080.00 2)P258 531350 706170016460 $132.38 2)P258 533010 706170016481 $132.38 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) http://www.cfwnet.org/council_packet/mc_review.asp?refnum=C-20825 n 5 M&C Request Review Page 3 of? ATTACHMENTS 30Wimbleton._pdf http://www.cfwnet.org/council_packet/mc_review.asp?refnum=G20825