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HomeMy WebLinkAboutContract 33802 Cil Y SUCrjE-rARY CITY OF BORT WORTH, TEXAS CONTRACT NO. STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and A.N.A. Consultant, L.L.C., Inc., (the "ENGINEER"), for a PROJECT generally described as: Water and Sanitary Sewer Replacement Contract 2005, WSM-D, Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article 11 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,,wil I be due Mthin 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 to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the CIN because of such suspension of services. STANDARD ENGINEERING AGREEMENT REV 10106! Page 7 of 14 ORIGINAL Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. 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 costtexecution 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. STANDARD ENGINEERING AGREEMENT(REV 10106105) 11 MR Page 2 of 14 E. Engineers 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 market conditions; time or quality of performance by third parties; quality, type management, STANDARD ENGINEERING AGREEMENT(REV 10/46105) offiCI i Page 3 of 14 OfUU A,py 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 CI-FY'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(Ili AAfBE) 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 IVIIWBE 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. 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 STANDARD ENGINEERING AGREEMENT(REI!10106/05) �m, ]�I I �1���n� Page 4 of 14 7 j 'f tVjl 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 nominal 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 subcon-sultant 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. K ENGINEEITs 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 $2,000,000 aggregate Automobile Liability $1,000,000 each accident on a combined single limit or $250,000 Property Damage $500,000 Bodily Injury per person per occurrence A commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned when said vehicle is used in the course of the PROJECT. STANDARD ENGINEERING AGREEMENT(REV 10106105) On Page 5of14 U1 J+'� h�l `vvhJ Workers Compensation Coverage A: Statutory limits Coverage B: Employer's Liability $100,000 each accident $500,000 disease-policy limit $100,000 disease-each employee Professional Liability $1,000,000 each claim $2,000,000 aggregate Professional liability shall be written on a claims-made basis and shall contain a retroactive date prior to the date of the contract or the first date of services to be performed, whichever is earlier. Coverage shall be maintained for a period of 5 years following the completion of the contract. An annual certificate of insurance specifically referencing this project shall be submitted to the City for each year following completion of the contract. (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 in 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 forty-five (45) 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 and have a minimum rating of A_ VII in the current A.M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. STANDARD ENGINEERING AGREEMENT(REV 10106165) Page 6of14 (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 E in favor of the CITY as respects the PROJECT_ (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless the CITY approves such exclusions in writing. (j) For all lines of coverage underwritten on a claims-made basis, other than Professional Liability, the retroactive date shall be coincident with or prior to the date of the contractual agreement. The certificate of insurance shall state both the retroactive date and that the coverage is claims- made. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement and all insurance required in this section, with the exception of Professional Liability, shall be written on an occurrence basis. (I) Sub consultants and subcontractors to/of the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage-as required for the ENGINEER. When sub consultants/subcontractors maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. 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 STANDARD ENGINEERING AGREEMENT(REV 10/061055) Page 7 of 14 proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the 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 pem�itting 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 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 ENGINEEKs 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. STANDARD ENGINEERING AGREEMENT(REV 10!06105) n , Page 8 of 14 lV V �:� J�, l.},r„1 'd T, �1� �' CC712 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 ENGINEEKs 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 Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. G. Contractor Indemnification 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. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 9 of 14 K 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. 1. 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 Risklinstallation 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_ 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 STANDARD ENGINEERING AGREEMENT(REV 10/06105) Pago 10 of 14 required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article 111 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 CITY shall own the final designs, drawings, specifications and documents. 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. Tennination (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-- a.) ollows_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 STANDARD ENGINEERING AGREEMENT(REV 10106105) Page 11 of 14 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. E. 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 33.011A4EVemon 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. Parties mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. L Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its STANDARD ENGINEERING AGREEMENT(REV 10106/05) Page 12 of 14 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(g 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. 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. STANDARD ENGINEERING AGREEMENT(REIT 10106/0'5) l ��i� C�)i�)J Page 13 of 14 a VV CITY � '; 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 _ Y.' .0_ . , 2005. ATTEST: CITY OF FORT WORTH By. V ie��'�'►E Marty HendrixMarc A. Ott City S retary Assistant City Manager _ APPROVAL RECOMMENDED Contract Authori.zatio'n -.--1-1' W C Y A. Douglas Rademaker, P.E. Director, Engmeerft Department APPRAS TO RM D LEGALITY Assistan y torney A.N.A. CONSULTANT L.L.C. ATTEST: ENGINEER By: M qA�ssaad, . Vice-Presiden 61 H1 CIri 'K'S C ' STANDARD ENGINEERING AGREEMENT(REV 10106/05) Page 14 of 14 �iCIII �� � 211 r. nn I ATTACHMENT "yy" General Scope of 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 -1- 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. 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. 6) 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. -2- 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 EngineerAs 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 Plains 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. 1L�G��'I �rA'k0 1 D 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 substitu- tion 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) Pr-ebid 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. -4- 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. -5- ENKI IIBIT "FA-11, SLtPPLE Ti ENTAL SCOPE OF SERVICES (SUPPLEMENT TO AT T ACE-nvi=_K T "A") I ESIGt SEp,IfICES: WATER AIIDIOR SANITARY SEWER IIIriPROVE MEINI i S 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: Water and Sanitary Sewer peplacernent Contract 200571+�lSI&D D.O.E. No.: 5296 City Project No.: 00386 Water Sewer Council =ReplaGBMent Proposed Length Street Districts Water ExistingLength Sewer Existing Replacement g Map No. Size(in.) (tt.) Map No. Size(in.) size(in.) Collett Little Road. 2072-364 12 12 3300 - - - (US 287 to Loop No.5 2078-364 820 service Road No.5 2066-376 6&8 8 9500 2066-376 6&8 8 1517 Baylor Street (Wichita St.to Vaughn Blvd.) No.8 2866-376 6&8 8 1950 2066-376 6&808 8 422 Baylor Street (950-E.of 450 2072-376 8 VC 8 664 No.5 2072-376 8 PVC 8 Freddie St.to Miller Ave. Hampshire Blvd. 2066-388 6,8& 8 1900 2072-388 6 8 359 (Haynes Ave.to No.8 2072-388 20 20 1900 Oakland Blvd. San Rose Or. g 1350 2072-376 6&8 B 863 (Reed St.to No.5 2072-376 6 Ba for st. TOTAL '12,350 TOTA 3,825 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: EA1-1 Rev 11/02/05 rPtf--.F,T A r c��-Et.IGIN�E IIr4G 1. Initiai 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 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 EA1-2 Rev 11/02/05 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 atter 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 ail 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 andlor 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 progress reports as required under Attachment B of the contract. PART B - CONSTRUCTION PLANS AND SPECIFICATIONS 9. 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 EA1-3 Rev 11/02/05 data, elevations of all sanitary and adjacent storm sev�iers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sever lines located in allays 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"-20' 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" =20' 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 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 EP-1-4 Rev 11/02/05 by the CITY, and all data colleted generated during the course of the project shall be:oma 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, 518" 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. 5. Station equations relating utilities to paving, when appropriate. 7. Obtain the "foot print" of all properties where the sanitary sewer service line is to be relocated or rerouted. ii. Public Notification and PersonnelNehicle Identification a. Prior to conducting design survey, ENGINEER will notify EAS.-5 Rev 11/02/05 -affected residents of the projeot in writing. The notification letter shall be on company Jetterl-oad and shall in-lude the f0ll0vvring: project name, limits, JOE project no., Consultant's project manager and phone no., scope of sulvey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. b. When conducting site visits to the project location, the ENGINEER or any of its sub-consultants shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identifiable. iii. Conceptual Engineering Plan Submittal a 'Conceptual plans shall be submitted to City 45 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 8, Paragraph iii (b), ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an EAl-5 Rev 11/02/05 n T •]]?' f r �� n overall easement layout sheet(s). b, Preliminary project plans and profile sheets on 22" r. 34,: sheets which show the following: Proposed water andlor sanitary sewer pian/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. 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 reroutelrelocation 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 andlor 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 EAI-7 Rev 1I/02/QS water and sanitary sealer main or late;al is changed, provisions will be made in the final plans and/or specifications by the ENGINEEF to relocate all service lines which are connected to the existing main and connect said service lines to the reiocated 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 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— a�propriate� based on available information and recommendations will be made for approval by the City. i, Right-of-waylEasement 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 EA1-8 Rev Il/02/05 conflicts with existing utilities. The shall deliver a minimurn 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 90 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 specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General NoteslLegand 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. �A1-9 Rev 11/02/05 5l�'T� 7 i�` ✓ ° M. P ubtic lIrieet;ing mer the preliminary pians have been reviewed and approved by the City, the LNGINEER 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 60 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 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. ENGINEEWs Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. C. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Water and sanitary sewer plans shall be submitted as one set of plans. Water and sanitary sewer plans shall be separate from paving and drainage plans. All sheets shall be standard size (22" x 34') with all project numbers (Water/Sanitary Sewer and TPW) prominently displayed. 2. For projects where paving/grating/drainage improvements occur on a Water Department funded project with no T&PW EAI-10 Rev 11/02/05 funding involved, a separate set of mylars with cover sheet shall be submitted for TPW. 3. Signed plans sets shall also be submitted as an Adobe Acrolaat PDF format (version 6.0 or higher) file. Thera shall be one (1) PDF file for the Water plan set and a separate PDF file for the TPW plan set. Each PDF file shall _ contain all associated sheets of the particular plan set. Singafar PDF files for each sheet of a plan set will not be accepted PDF files shall conform to naming conventions as follows: 1. Water and Sewer file name example — "X- 35667—org36.pdf" where "X-35667" is the assigned file number obtained from the City of Fort Worth, ,_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755 orgl8.pdf ll. TPW file name example — "W-1956_org47.pdf" where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053—org3.pdf and K-0320 org5.pdf Both PDF files shall be submitted on one (1) Compact Disk, which will become properly of and remain with the City of Fort Worth. Floppy disks, zip disks e-mail flash media will not be accepted, 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number(817) 392-8426. File numbers will not be issued to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. EA1-11 Rev 11/02/05 PAP,7 C - RR E-1, �Tr.JCTAI Admini:strati3n a. Deliv,-_r 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 pians 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 s as delivery of any additional addenda prior b d opening pb ddersb Engineeplan r shall attend the er and r pond to questions submitted to DOE by prospective 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 he The ENGINEER shalt attend the pre-construction advisee theerence CiTYfor on design and and/or ENGINEER shall also consult with construction changes, if necessary. F,AJ--12 Rev ailoa/os v' r v1A lI C0 EMD, �u ff 3-�I2kMal`'�V FT, .i511 , TU. Water& SS-AttachB_B-1_5-2_06-0050Attachment B 5/11/2006 ATTACHMENT "B" COMPENSATION AND SCHEDULE Water and Sanitary Sewer Replacement Contract'.2005 WSM-D D.O.E. No.: 5296 City Project No.: 00386 I. Compensation A. The Engineer shall be compensated a total lump sum fee of$ 199,016.00 as summarized in Exhibit "B-3A". Payment of the total sump sum fee shall be considered full compensation for the services described in Attachment"A" and Exhibit"A-1"for all labor materials, supplies and equipment necessary to complete the project. B. The ENGINEER shall be paid in monthly partial payments as described in EXHIBIT"B-1" upon receipt of invoices submitted by the ENGINEER, based on an estimate of the percentage of completion of the project, not to exceed the milestone limits-described in EXHIBIT 'S-1". !l. Schedule Final Construction Plans and Contract Documents for bid advertisement shall be submitted within 230 calendar days after the "Notice to Proceed" letter is issued. A. Conceptual Engineering Plans - 45 Calendar Days B. Preliminary Engineering Plans and Contract Documents - 90 Calendar Days C. Final Engineering Plans and Contract Documents - 60 Caiendar Days D. Final Engineering Plans and Contract Documents for Bid Advertisement- 35 Calendar Days B- 1 Water& SS-Attach B—B-1_B-2_06-0050Exhibit B-1 5/1112066 EXHIBIT Bal (BAFFLEMENT TO ATTACHMENT B) METHOD OF PAYMENT Water and Sanitary Sewer Replacement Contract 2005 WSM-D D.O.E. No. : 5296 City Project No.: 00386 I. Method of Payment The ENGINEER shall be paid monthly upon receipt of an invoice on the bases of statements prepared from the books and records of account of the ENGINEER, based on the ENGINEER'S estimate of the percentage of completion of the project, such statement to be verified as to accuracy and compliance with the terms of this contract by an officer of ENGINEER. Payment according to statements will be subject to certification by the Director of Department of Engineering or his authorized representative that such work has been performed. The aggregate of such monthly partial payments shall not exceed the following: Until satisfactory completion of EXHIBIT"A-1", Conceptual Engineering Plan submittal and approval by the City, a sum not to exceed 30 percent of the lump sum. Until satisfactory completion of EXHIBIT"A-1", Preliminary Construction Plan and contract documents submittal and approval by the City,a sum not to exceed 60 percent of the lump sum. Until satisfactory completion of EXHIBIT "A-1", Final Construction Plan and contract documents submittal and approval by the City, a sum not to exceed 90 percent of the lump sum. Balance of earnings to be due and payable upon delivery to the CITY of plans and bid documents for advertising as described in EXHIBIT"A-1". Il. 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 15"of every month in the format required by the City. B. If the ENGINEER determines in the course of making design drawings and specifications that the engineer's opinion of probable construction cost estimate of $2,324,227.95 _(as estimated in Exhibit"134"for Water and Sanitary Sewer will be exceeded, whether by change in the scope of the project, increased costs 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 Engineering shall suspend all work hereunder. B1 - I Water& SS-Attach3—B-1_R-2_06-0050Attachment B-2 5111/2006 EXHIBIT B-2 (SUPPLEMENT TO ATTACHMENT B) 2006 HOURLY RATE SCHEDULE Water and Sanitary Sewer Replacement Contract 2005 WSM-D D.O.E. No.: 5296 City Project No.: 00386 Employee Classification Rate/Hour(Range) Principal $185 $125 -165 Project Mana er 1 Planner $115 - 145 RPLS $ 95125 Design Engineer -Designer 1 CAD O erator $ 75 - 95 75 - 95 -SurveyTechnician $ Draftsman $ 50 -75 500 -75 $ 40 - 55 Clerical SurveyCrew $100 - 150 Cost+ 10% Reimbursable ile Mileage $ 0.32 Per M Reproduction work will be at current commercial rates. Subcontractors will be paid for at actual invoice cost plus ten percent (I01). 132- 1 ?! / r Exhibit B-3A 5/11/2006 EXHIBIT B-3A (SUPPLEMENT TO AT I ACHIVIEtvIT S) SUMMARY OF TOTAL PROJECT FEES Water and Sanitary Sewer Replacement Contract 2005 WSM-D Q.Q.E. No.: 5296 City Project No.: 00386 Consulting Firm cope o � ervacess e mount ercentage prime Consultant Engineering and Project $151,252.0p 7S°10 A.N.A. Consultants, L.L.C. Management M—WB,E Consultants Lopez Garcia Group Engineering $42,964.00 21.59% Trevino Engineering Support Services Reproduction $4,800.00 2.41% Non DQE Consultant Not Applicable Totall $199,016.00 100% SUMMARY OF M[WBE FEE MIWBE Professional T Services Scope of Services Total Fee MNVBE Fee Percentage Engineering Water, Sewer $999,016.00 $47,764.00 24.0% Services The MIWBE goal has been met. KPS W-SS-Exhibit B-3-Design Fee Calculations B3A-1 Exhibit B-3B 5/1112005 EXHIBIT B-3B (SUPPLEIVIEKIT TO ATTACHMENT S) PROFESSIONAL SER\nCFS FEE SLil11'IIUARY !!!rater and Sanitary Sewer Replacement Contract 2005 WSM-D _ D.O.E. No.: 5296 City Project No.: 00386 Basic Services: Part A—Conceptual Design and fart B—Plans and Specifications Water Department Fee Percentage Based Basic Service Basic Service on Construction Cost Percentage for (Preliminary and Estimated per TSPEICEC Curve Preliminary and Design Phase) Improvements Construction Cost `A' Design Phase Compensation ater $ 1,708,928.10 6.85°/fl 85% $99,502.00 rSewer 615,299.85 6.85% 1 8511/6 $35,826.00 Basic Services l=ee Total $135,328.00 Survey Services Fee Total $40,979.00 (See Exhibit B-3C) Additional Services Fee Total $22,709.00 (See Exhibit B-3D) Total Contract Fee $199,016.00 W-SS-Exhibit B-3-Design Fee Calculations B3B-1 Exhibit S-313 5/11/2006 EXHIBIT B-3B (SUPPLEMENT TO ATTACHMENT S) PROFESSIONAL SERVICES FEE SUMMARY Water and Sanitary Sewer Replacement Contract 2005!NSM-D D.O.E. No.: 5296 City Project No.: 00386 SUMMARY OF TOTAL FEE Service Description _ afar ewer ota Engineering services and Additional Services $108,349.00 $49,687.00_ $155,036.00 Survey Services $33,117.00 $7,862.00 $40,979.00 Total $141,466.00 $57,149AD $199,0'15.00 - BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE) Water Design Fee Design Phase Sub Design Phase Water Engineering Services Fee Percent of Design Total $108,349.00 30% $32,505.00 Concept 60% $65,009.00 Preliminary $108,349.00 $108,349.00 10% $10,835.00 Final Water Design Fee Less Survey Fe $105,349.00 Sewer Design Fee Design Phase Sub Design Phase Sewer Engineering Services Fee Percent of Design Total $49,687.00 30% $14,906.00 Concept 60% $29,812.00 ry Prelimina $49,687.00 $49,687.00 1U% $4,969.00 Final Sewer Design Fee less Survey Fe $49,687.00 W-SS-Exhibit B-3-Design Fee Calculations 1338-2 Exhibit B-3C 5/11/2006 EXHIB[T B-3C (SUPK�E ENT 'TO ATT,CK[AEKT B) FEES FOR SURVEYING SERVICES Water and Sanitary Sewer Replacement Contract 2005 WSi+ -D D.O.E. No.: 5296 City Project No.., 00386 Linear Foot of Cost per Cost per Improvement Type of Survey Survey (L.F.) L.F. Improvement Water Topographic 10,349 $3.20 $33,116.80 Sewer Topographic 2,347 $3.35 $7,862.45 Total for Surveying Services 12,696 $3.23 $40,979.30 W-SS-Exhibit B-3-Design Fee Calculations B3C-1 Exhibit B-3D 5/11/2006 EXHIBIT B-3D (SUPPLEMENT TO ATTACHMENT B) FEES FOR ADDITIONAL SERVICES Water and Sanitary Sewer Replacement Contract 2005 WSM-D D.Q.E. No.: 5296 City Project No.: 00386 Water Department Erosion Control Plan and SW3P $5,000.00 Right of Entry (8) $400_00 Highway Permit $1,500.00 Monthly Progress Report(MWBIE Reports) & e-mail minutes of all meetings $1,900.00 Public Meeting (2) $1,200.00 Assistance with Advertisement of Project $550.00 Pre-Construction Meeting $550.00 Reproductions Sub-Total (See Exhibit"B-3E") $8,358.00 Administration of Sub-consultant Services (10%) $3,250.51 Water dub Total $22,709.00 Additional Services Fee Total $22,709.00 W-SS-Exhibit B-3-Design Fee Calculations 83D-1 Exhibit S-3E 5/11/2006 EXHIBIT B-3E (SUPPLEMENT TO ATTACHMEhIrT ) FEES FOP REPRODUCTION SERVICES Water and Sanitary Sewer Replacement Contract 2005 WSM-D D.Q.E. No.: 5296 City Project No.: 00386 Estimated Cost per Number of Number of Type of Document Page Pages Copies Total Cost Conceptual Design Phase Concept Plan 1 $0.50 52 4 $104.00 Existing Cit As-Built Plans (City Vault) :L $0.55 L 75 1 `I $41.25 Preliminary Design and Utility Clearance Phase Construction Plans $1.35 40 16 $864.00 Specifications $0.18 360 2 $129.60 Gas & Electric Utility Maps $25.00 4 1 $900.00 Final Design Phase Highway Permit $0.80 5 6 $24.00 Construction Plans $1.35 40 2 $108.00 $0.25 360 2 $180.00 Specifications Bid Document Phase Construction Plans $1.25 43 57 $3,063.75 Specifications $0.15 360 50 $2,700.04 SW3P $0.16 110 8 $140.80 Public Meeting,Phase Mounted Drawing(s) $37.50 1 2 $75.00 Final Construction Plan Mylar(s) $4.75 43 1 $204.25 Half Size Plans $0.45 43 10 $193.50 Plans in PDF Format $10.00 43 1 $430.00 Reproduction Sub-Total , CITE/ �MCIPMIWY W-SS-Exhibit B-3-Design Fee Calculations 133E-1 5111/2006 Exhibit B-4 EXHIBIT B-4 Summary (SUPPLEMENT TO ATTACHMENT B) WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM-D CITY PROJECT NO.: 00386 D.O.E. NO.: 5296 OPINION OF PROBABLE CONSTRUCTION COST Water Main Sewer Main Total Location Construction Construction Construction Q Collett Little Road (U.S. 287 to Loop 820 Ser. Rd.) $ 382,329.75 $ - $ 382,329.75 Baylor Street(Wichita to Vaughn) $ 437,114.15 $ 351,462.65 $ 788,576.80 I- Baylor Street (150' E of Freddie to Miller) $ 45,766.50 $ 80,798.30 $ 126,564.90 Hampshire Blvd. (Haynes to Oakland) $ 678,075.75 $ 33,574.75 $ 711,650.50 W San Rose Dr. (Reed to Baylor) $ 165,641,85 $ 149,464.15 $ 315,106.00 n O tY a' PROJECT TOTALSI $ 1,708,928.10 $ 615,299,85 $ 2,324,227.95 Percent Costl 73.53% 26.47% 100.00% Water Main Sewer Main Total us Location Construction Construction Construction Collett Little Road (U.S. 287 to Loop 820 Ser. Rd.) $ 382,329.75 $ - $ 382,329.75 'c Baylor Street(Wichita to Vaughn) $ 211,050,40 $ 271,269.35 $ 482,319.75 Baylor Street(150' E of Freddie to Miller) $ 45,766.60 $ 80,798.30 $ 126,564.90 San Rose Dr. (Reed to Baylor) $ 165,641.85 $ 149,464.15 $ 315,106.00 O DISTRICT 5 TOTALS $ 804,788.60 $ 501,531.80 $ 1,306,320.40 Percent District's Cost 61.61% 38.39% 100.00% Percent Overall Project Cost 34.63% 21.58% 56.20% Water Main Sewer Mains Total Location Construction Construction Construction Baylor Street(Wichita to Vaughn) $ 226,063.75 $ 80,193.30 $ 306,257.05 Hampshire Blvd. (Haynes to Oaldand) $ 678,075.75 $ 33,574.75 $ 711,650.50 o DISTRICT 8 TOTALS $ 904,139.50 $ 113,768.05 $ 1,017,907.55 O Percent District 8 Cost 88.82% 11.18% 100.00% Percent Overall Project Cost 38.90% 4.89% 43.80% `8ince ENGINEER has no control over the cost of iabor, materials, equipment ur services furnished by others, or over the Contraotor(s) rnethuds of determining prieesr or aver competitive bidding or market conditions,ENGTNIEI;R's opinions of probabie Total project Costa and Construction Cost provided for herein are made on tho basis; of ENGINEER's experience and quaiificatlons and represent E°NGINFER's best judgment as an experienced and qualified professional engineer:,familiar with the construction Industry; bul ENGINEER cannot find does not guarantee that-proposais, gids or actual Total project or Construction Costs will not vary From opinions of probable Bost prepared by ENGINEER. If prior to the Sidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator, Exhibit-13-4 134-1 Summary Exhlbit B-4 51t1120D6 ` EXHIBIT B4 Unit I Water (SUPPLEMENT TO ATTACHMENT B) WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM-D CITY PROJECT NO.:00386 D.O.E.NO.:5296 OPINION OF PROBABLE CONSTRUCTION COST WATER REPLACEMENT IUNIT I-WATER LIFE IMPROVEMENTS TOTAL WATER _ PROJECT PAY ITEM ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE SUB-TOTAL 1 6"PVC DR-14 WATER LINE INCL.REM.EXIST, 101 LF $34.00 $3,434.00 2 8"PVC DR-14 WATER LINE INCL.REM.EXIST. 7381 LF $2B.00 $2D6.668.00 3 12"WATER LINE INCL.REM.EXIST. 3390 LF $45.00 $752,550.00 4 16"DIP WATER MAIN 50 LF $80.00 $4,000.00 5 20"GL.51 DUCTILE IRON WATER PIPE 1900 LF $11D.00 $209,000.00 6 8"DIP WATER MAIN INCL,REM.EXIST, 288 LF $65.00 $18,720.00 7 6"GATE VALVE&BOX 14 EA $650.00 $9,100.DD B B"GATE VALVE&BOX 34 EA $350.00 $32.300.01) 9 12"GATE VALVE&Gt VALVE BOX&LID B EA $1,600.00 $12,800.00 10 20"RESILIENT SEATED VALVE wICONC VAULT 2 EA $15,000,00 $30,000.00 11 16"BUTTERFLY VALVE AND CONC,VAULT 1 EA $10,01)0.01) $10,000,00 12 CAST IRON FITTINGS 12"AND SMALLER 8.75 TN $3,000.00 $26,250.00 13 CAST IRON FITTINGS 16"AND LARGER 1.5 TN $5,000.00 $7,500.00 14 FIRE HYDRANT ASSWMBLY STD.3'6"BURY 14 EA $2,000.00 $28,000.00 15 FIRE HYDRANT 13APRELL EXTENSION 18 LF $20.00 $360.00 16 1"WATER SERVICE TAP TO MAIN 187 EA $250.00 $46,750.00 17 2"WATER SERVICE TAP TO MAIN 1 EA $500.00 $500.00 18 1"COPPER WATER SERVIGE FROM MAIN TO METER 3671 LF $13.50 $49,558.50 19 2"COPPER WATER SERVICE FROM MAIN TO METER 35 LF $36.00 $1,260.00 20 WATER METER BOX CL.A 187 EA $100.00 $18,700.00 21 WATER METER BOX CL.C 1 EA $150.00 $750.00 22 6"TURBO METER W!4"BYPASS IN CONG VAULT 11 EA $9,50D.00 $9,500.06 23 TRENCH SAFETY SYSTEM 1090 LF $2.00 $2,1B0.00 24 CONCRETE ENCASEMENT 7 CY $30.00 $210.00 23 PERMANENT ASPH.PAVEMENT REPAIR PER 2000-1A 15450 LF $40.00 $618,000.00 26 PERMANENT CONC.PAVEMENT REPAIR PER 2000-2 340 LF $55.00 $18,70D.00 27 REMOVE&SALVAGE EXIST.FIRE HYDRANT 10 EA $350.00 $3,500.00 28 REMOVE&SALVAGE 20"GATE VALVE 2 EA $3,000.00 $6,00D.00 29 REPLACE CONC.CURB&GUTTER 174 LF $32.00 $5,SSB.OD 30 FURNISH AND LAY 2"TEMP.WATER SERVICE LINE 8074 LF $1.25 $1$240.50 240 i F $1.00 $2,00.00 31 EXTRA DEPTH FOR WATER MAIN 32 1"AIR RELEASE VALVE&VAULT 2 EA $2,500.00 $5,00D.00 33 6"BLOW OFF 2 EA $3,500.00 $7,000.00 Water Sub-Total $1,553,591.00 Contengencie510°A $155,359.90 Water Project Total $1,708,950.10 glil°e ENCrINR15R-has no Comnot a°ar the Cost of labor,thKOnm'r„oqt iproen,n"€nrvivm&furnlshod ttY oth°m,al Dvim DIC Gnnlrmctnr�sr-methods aF douralining Pievmsi ai oyer cnmpetlflve Dldoing or market C4niiitlanC,ENGEfLP t;R'F uPiedgite a!pr,ababl¢7btei nrajecl Goss,nd C4nsitruvifo4 Gobi Drpvs-"d Ior jkwsin pea rnM$e on tie°hasis ur FOGINEER'h LWp6Fio>M.p'and 4Uailticott011fi 4Ln4 MpreSOM E=NGINEER'S#•Bs± J1 djjpWnL mel7 2K"rWnC*d dh'J 4UHlifrBd'Qm%ssIon111 on9lnmo,IamillprwitEF tha rJ0lL4trw0u 1 Indusim ho!ENGINEM rrannoi Aekf does 1101 gLkmnren that pfapbsah,hldsccbCival 7ntmI Prnjeci.01.C(p7 SeutauTh CoL;tr,will riot%,mytroril 4plrllans of orulmbly carr prmpamd by ENGINEER H Priv-;u[lie WorlIng w Nepuflailnn PI}�!o OWNP.R-wlslm Umi ter Fsmut2ncd M the RiMrfirnrrtio'!Cast E'e 541111 amjtlmy an iitdcpendenl cost n0matar. Fchibit B-4 84-1 Sum W&SS 5/111206 Exhibit 13-4 EXHIBIT B-4 Unit II Sanitary Sewer (SUPPLEMENT TO ATTACHMENT B) WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2005 WSM-D CITY PROJECT NO.:00366 D.O.E.NO.:5296 OPINION OF PROBABLE CONSTRUCTION COST SANITARY SEINER REPLACEMENT UNIT It-SANITARY SEWER REPLACEMENT TOTAL SEWER PROJECT PAY STEM7 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE SUB-TOTAL 1 8"PVC SS OPEN CUT ALL DEPTHS INC.REMOVAL OF EXISTIN 2912 LF $45.00 $131,040,00 2 8"SDR-26 SEWER PIPE ALL DEPTHS 340 LF S48.00 $16,320.00 3 8"DIP SS INCLUDES REMOVAL OF EXISTING 314 LF $60.00 $18,840.00 4 8"HDPE BY OTHER THAN OPEN CUT 279 LF S75.00 $20,925.00 5 4"SS SERVICFTAP 59 EA $275.00 $16,225.00 6 4"PVC SEWER SERVICF 561 LF $26.DO $14,586.00 7 4"SDR-26 PVC SEWER SERVICE 1398 LF $30.00 $41,990.00 8 4"CHIMNEYSERVICE 16 EA $30D.00 $4,80D.00 9 4"TWO-WAY SS CLEANOUT 75 EA $275.00 $20,625.00 10 4'DIAMETER SAN.SEWER MANHOLE 15 EA $2,100.00 $31,5DO.00 11 EXTRA DEPTH FOR 4'DIAMETER SS MH 8 VF $150.00 $1,200.00 12 CONCRETE COLLAR FOR SS MH 17 EA $275.00 $4,675.00 13 WATER TIGHT SAN.SEWER MANHOLE INSERT 15 EA $75.00 $1,125.00 14 VACUUM TEST SS MANHOLE 17 EA $200.00 $3,400.00 15 POST CONSTRUCTION TV INSPECTION 3885 LF $2.50 $9,712.50 16 PERMANENT ASPH.PAVEMENT REPAIR PER 2000-1A 4624 LF $40.00 $184,960.00 17 PERMANENT CONC.PAVEMENT REPAIR PER 2000-2 150 LF $55.00 $8,250.00 18 REPLACE CONC.CURB&GUTTER 235 LF $32.00 $7,520.00 19 REPLACE CONC.WALK&DRIVE 880 SF $12.00 $10,560.00 20 TRENCH SAFETY SYSTEM 5505 LF $2.00 $11,010.00 21 CONCRETE ENCASEMENT 5 CY $30.00 5150.00 Sewer Sub Total $559,363.50 Contengencies 10% $55,936.35 Sanitary Sewer Project Total $515,299.85 Since;ENGINEER'hos:na:cohtrokaverthe.eost-aftabot,mater[a[fi-tqulpme&or services tarnished.ujrothers,oraverthe;Contractor(s} methods,oEdetermining.priceb,or over i;DmpPtrfiva bidding or n'arKe' .nnc1;t[onjsL,-NGINEER'sopininns afprobabla Tntal!projectCosts anu Constmution Gma'Provided"far h,ehk ons rnerde nn tiha has41 of ENGINECR's aperlerigu Rail quaiificatioin and_rt:presenl eNGINEER:s,be5t judgmanr as et,axpe-teeiced a'rd rlrrilkfipd profassinria,enI;lnecr,Samimrwith Iha comoructlari industry;lrLfENGINEERxannot end-doesmol guarantee tha[proposals,bids or ammai ip[a1 Prol4el or Construction inc-its will nnt vary tronvalitinlvns f5f probahlo cos,pfgoared by ENGINEER. 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None JA06005Mcontract\Wator&SeweAConcrete-AttachC.doc C- 1 City Project No. 00386 Water and Sanitary Sewer Replacement 2005 WSiVi-D _ Attachment D-1 Project Schedule ID Task Name Duration Start Finish 1 Notice to Proceed 0 days 6/29/2006 612912DD6 2 Pre-Engineering 30 days 6/30/2006 713012DD6 3 Data Collection 10 days 6/30/2006 7/10/2006 4 Design Phase 24 days 6130120D6 7/24/2006 5 Conceptual Engineering 45 days 6/30/2006 8//412006 6 Survey 21 days 6/30/2006 7/21/2006 7 Conceptual Engineering Plans 45 days 6/30/2006 8/14/2006 -8 Conceptual-Plan-Submittal 0-days 811412006811_412006 9 City Review 10 days 8/15/2006 8/28/2006 10 Project Review Meeting 1 days 1 812912DD6 8/29/2006 11 Preliminary Engineering 90 days 8130/2006 11/28/2006 12 Preliminary Plans and Contract Documents 90 days 8/30/2006 11/28/2006 13 Preliminary Plan Submittal 0 days 11/28/2006 11/28/2006 14 City Review 10 days 11/29/2005 12/13/2006 15 Project Review Meeting 0 days 12/14/2006 12/14/2006 16 Public Meeting 1 days 12/14/2006 12/14/2006 17 Final Engineering 60 days 12/15/2006 2/1312007 18 Utility Clearance 180 days 1211510D6 6113/2007 18 Prepare Final Plans and Contract Documents 35 days 2/13/2067 3/2012007 19 Submit Final Plans and Contract Documents 0 days 3/20/2007 3/20/2007 20 City Review 10 days 3/21/2007 4/3/2007 21 Project Review Meeting 0 days 4/4/2007 4/4/2007 22 Address Final Review Comments 35 days 4/4/2007 519/2007 23 Circulate Plans for Signature 5 days 5/9/2007 5/16/2007 24 Construction Phase 180 days 8/21/2007 2/18/2008 25 Pre-construction Assistance 60 days 5/24/2007 7/23/2007 26 Advertise Project 30 days 5/24/2007 6/28/2007 27 Open Bids 0 days 6/28/2007 6/28/2007 28 Project Award 45 days 6/28/2007 8/14/2007 29 Construction 180 days 8/21/2007 2/18/2008 30 Water&Sewer Construction 180 days 8/21/2007 2/18/2008 JG 0p Q o r LSC. woo oza doa 7 ink 0 CC " ~ h K U � 3 " N a ®e LSY3 - UOOMW6 Sjo s iu Si p N U1 - 11��11 � j�✓? p p W CE ON �FAJI ¢ 4 0o p J 1,hr O V Y n 153M 000MU 8 Sr �J ►N� L U Cd 1-4DOOM aja 'alU 3lAdW ,a� ^ fi X33& tea. 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(HAYNES AVE. TO OAKLAND BLVD. S.) A%k WA TER REPL ACEMENT ODNSULTANTs,L.L.C. 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(WICHITA ST.TO VAUGHTN BLVD.) A�k SEWER REPLACEMENT CONSULTANTS WATER AND SANITARY SEWER SCALE; 1" 61 400' sURVEYOEFS �-s �1 qONTi�f'�CT 2005 W7R 2066-376 PLANNERS REPLACEMENT I. vVSI�ll MAPSCO 78Y Y 1701 RIVER RUN/ 6UITE 810 / FORT WORTH,TR.78107 16171886-9900 / FAX018171886-8866 d3060050%miscT60EXH1B.dgn 7124120088:30:26 AM L T365 w 7.39 ii 9-39E N m 6 N A AR 9WF 1 213 3 00E 23 5 co 13 1 2 a? 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TO OAKLAND BLVD. S.) Sf-WER REPL ACEMENT A001LTANT6,L.L.C. 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AL (FREDDIE ST. TO MILLER AVE.) A%kSEWER REPLACEMENT CONSULTANTS,L.L.O. WATER AND SANITARY SEWER , � SCALE: 1 400, EN—E DR3 REPLACEMENT CONTRACT 2005 WSM D WTR 2072-376 1701 RIVER RUN /N SUITE 816 / FORT WDRTK 7X76167 �wAPSCO 78z 18171336-9900 / FAXNg817J335-9955 J:10630501misc1060EXHIB.dgn 7124120068:35:45AM J 36B 219 17.5 BL ca 6 IBD 5 4 9 111 1, 12 2 4 4 q 23A F. � - W { - 16 EMER D 175' T 1 50' 3 s39 d. Z 7 G� 21A 5 2+OBE 1+94 6" 6" 3*59 2 2 74A N �} O Sy�O O 2 L 4 S 4' 0 n L-4 V 4 S*DO 2 (� 9A 'y� V 2DA W - 7 31 246 N 50 I n>}R 51 {'� 0 19 J 15 14 13 V 11 to 9 ^ 7 6 5 1 1 EME 50 %49 �u- -474-9 D 3 O 12 73, 6" 2 2 E 7 B 9 1D 11 m 1 fit 3 4 5 6 7 B 13• 9 16 17 IB 19 20 21 22 23 24 25 26 n 7 R 6 7 ,SH 1 6 17.5' W l3 3 4 5 50'ST- 9 DD R ED ST 5 5 3 6.93E 6" -TT 1 •B❑ 5 y 4ft 9 I JM 1 D♦rja 1! +1164'[I'l ^ 0 4 4B y 57 8 9 10- D«t5E 12 10- 9 8 7 653jD Rl"I'l , L 43 .3 - 13 14 15 11 } 3G Lo L- 3 3 _ 7 2 2 2 2 2 ]9 29 21 22 23 24 25 26 1 1 14 F Ch N ��E9 2$27 26 25 24 23 22 2019 18 Q 3 1 I j I sa L J W N W I AN 21 ST 17 4 6a M DR.1 h/ -Di qn/ 15A5 o 0 A 24 6a6 3+5 5 u1 1 0 5D' °p o tot: 1 3R 4 9R IDR ,7 13 1 .5` 7 B 9 to 31 14 t4 C '� P 2 6 SR Eft 7R Sfl JI R R U 155 ,p B 6 12 y 2 149 N L 4 4 MI L 236 3 13 C5 13 15 14C 6 0 31 6 1 7771 77 26 27 74 23 22 25 6„ 16 17 15 42' - 14 50 A R is, 32 28R 27R R R R R R R 2D 19 k R fl 22R 74 �3211 20 19 7a 17 16 15 14 13 qa 4 12 {9 12 16 13 $T 14 33 C M AN Hk R T ME ST. «2D 5 n n 0 n 5'OD 5+50 N P D R F 21R 6* 3E 6" pn 6 10 T v 9R IBR 11R 12R 13R 14 a (n 1 18 k- 51 L4 7 " R 206 7 9 9 7 2 ] N 20A � B B B 21 6+56 6 r 3 16 tF P R I H G F E D C B A p I �} 24 23 0 21�2.0 19 18 17 16 15 10. 13 9 7 7 22 5 , 15 _ E 5 LAD d `I I EH LL ST. 5P 6 w 6 4 W 5 14 18• n1 R 6+83E - 11 5 A BLJRTo� �6 t7 19 5*3 6" 10 r%1 5 3 W S t3 e C L 1 2 3 4 5 6 7 B 10 11 2 12 4 d. 4 7 SD' N 2 EASTLAA?D FLEMENTA7Y ro M L-4333 Q 13 3 3 t p R n 6 0 SCHOOL �^ .%1 N M 14 - A �_7 76 24 23 0 21 7976 t7 16 15 14 3 22" GRAYSON ST. AC sD' - �,.Wj TL ND 0+03- 1 ns j GR _ 70„ 22R n >R N 15 1R 0 1 55*74 44*B N AD ED) m 1 2 3 4 5 6 7 6 9 p 1 $R 11 21R II 14 2R r1 M 2 4 B0' 20 j QTR. 2 3R sox 26 A 4R 19R 17.5' y Tft.22A 1B 18A 17 15 15 14 13 12 11 0 ' W 28A Al 3 SR 13+96 L-3 22 ' -362 $ t g 1 19 ABA LO 6 a RR t7x g•• D B„ 9*6B 7 2 7 2 0) 5+52E 6„ +2 10 18' #R 9R BR 6 17.5' 6 3 I 5'44 a9 ]R 1sR 9R R r] t 2 3 5 6 7 g tD 11 3 9R 15R 2D' 19R $R r BR j'S1 7R 5 4 BAYLO 57- o - O 9R u] gR 14R W 9R17-5' 4 HIR 1331 n _ 1. 1 12 1 +y 10 1 Wa 25 51 611 59 56 •` 7 -!~ 2 It 2 23 22 21 20 19 18 17 is D 13 5 1Re 12R AOR q w j 6 3 9 2 �J f 24 Qu L L- 7 0 6+92 B" 1D 3 13.66E I1+ 8 r e Z3 2V) 5-R 4 m 9 4 7 4 d 25 1 °I 2+2Aj 6 9•86 27 2 7 6. 2 10 9 0, 12 5U• 5 B [V 52 6 6 5 n74 2 25 17.5' 25 3 12.5` 3 5❑ 19' LE3n p B 14 13 7 9 11 23 17.5' 24 3 25 50' 9 1U 2x 12 7 LJ J 15 1D I2 '�- j 34 S2 W ' 10 1,7 4 (�(� 4 23 4 4 24 5 Q73 " 6n 16 9 l `� �7 5 V 1J 11 11� S p I u 147 21 5 22 5 ,23 6 w 5 6 7 B io 1, O 17 R G �'" 12 zD R 21 6 *69 22 7 a+ 3 taq O o O 17.5' 19 2 g.p2 19 7 20 7 21 8 I 13 m 3 19 17 6 7 B t3R a. tl 4 O�j 1B R 19 B 2o- y 74 5 20 5 17 9 1B 9 19 1D 15 9 4 Z' S A T TACHMENT "E" (SHEET 9) (COUNCIL DISTRICT 5) SAN ROSE DR. (REED ST. TO BAYLOR ST.) A%k SEWER REPLACEMENT C4NSULTANTS.L.L.R. WATER AND SANITARY SEWER SCALE: 1" a 400' ENI[iEERIN[3 REPLACEMENT CONTRACT 2005 WSM—D W rf 2072-J76 SURVEYOR1i PLANNERS MAPSCO 78Z 1701 RIVER RUN / SUITE 610 / FORT WORTH,T%-78107 (6171396-990D / FAXw(817)336-9856 J:106005Q%misd059EXHIB.dgn 7124=068:29:513AM Page i of J City of Fod Ififatth, Texas Mary®r and Council Communication COUNCIL ACTION: Approved on 7/11/2006 -Ordinance No. 17038-07-2006 DATE: Tuesday, July 11, 2006 LOG NAME: 30WSM-D ANA REFERENCE NO.: **C-21552 SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of an Engineering Agreement with A.N.A. Consultant, L.L.C., for Water and Sanitary Sewer Replacement Contract 2005, WSM-D (City Project No. 00386) RECOMMENDATION: It is recommended that the City Council: 1 Authorize the transfer of $234,787.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$ 168,182.00 and Sewer Capital Projects Fund in the amount of$67,799.00; 2. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund the in the amount of $168,018.00 and the Sewer Capital Projects Fund in the amount of$66,769.00; and 3. Author; Z fy MankW to execute an Engineering Agreement with A.N.A. Consultant, L.L.C., in the amountof$199,015.00 for Vater and Sanitary Sewer Replacement Contract, 2005 WSM-D. DISCUSSION: This project consists of the preparation of plans and specifications for water and/or sanitary sewer line replacement as indicated for the following streets: Street From To Scope of Work Collett Little Rd. US Hwy 287 Loop 820 Service Rd. Water Baylor Street Wichita Street Vaughn Blvd. Water/Sewer Baylor Street 150 ft. E of Freddie St. Miller Ave. Water/Sewer Hampshire Blvd. Haynes Ave. Oakland Blvd. Water/Sewer San Rose Drive Reed St. Baylor St. Water/Sewer All disturbed segments of pavement will be permanently repaired with asphalt after the proposed improvements are complete. A.N.A. Consultant, L.L.C., proposes to perform the necessary design work for a lump sum fee of$199,015.00. City Staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $35,772.00 (Water $26,552.00; and Sewer $9,220.00) is required for project management by the Engineering Department. A.N.A. Consultant, L.L.C., is in compliance with the City's M/WBE Ordinance by committing to 24% http://www.cfwnet.org/council_packet/Reports/m"rint.asp 7/21/2006 rage z or s M/WBE participation. The City's goal on the project is 24%_ This project is located in COUNCIL DISTRICT 5 and 8, Mapsco 93 P, 78Y, 78H and M, 78Z. FISCAL INFORMATIONICERTIFICATION: The Finance Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water and the Sewer Capital Projects Funds. TO Fund/Account/Centers FROM Fund/Account/Centers 1 & 2) $168,018.00 � $7,862.00 P253 472045 6051700386ZZ P258 531200 705170038651 1 & 2) $66,768.00 3) $4,969.00 P258 472045 7051700386ZZ P258 531200 705170038633 2) $1203.00 ;3A $29,812.00 P253 531350 605170038610 P258 531200 7051700386932 $1,203.00 � $14_,906.00 . P253 531350 605170038620 P258 531200 705170038631 $6,413.00 3 $33,117.00 P253 531350 605170038631 P253 531200 605170038651 21 $32,505.00 3) I $10,835.00 P253 531200 605170038631 P253 531200 605170038633 2) $12,825.00 � $65_,009.00 P253 531350 605170038632 P253 531200 605170038632 21 $65,009.00 3 $32,505.00 P253 531200 605170038632 - P253 531200 605170038631 P253 531350 605170038633 $2,138.00 1 PE45 538070 0709020 $66,769.00 1 PE45 538070 0609020 $168,018.00 21 $10835.00 P253 531200 605170038633 ' 2 $33117.00 P253 531200 605170038651 —, 2) $1,710.00 P253 531350 605170038660 21 $11000.00 P253 531350 605170038673 2 $60.00 P253 533010 605170038681 2 $160.00 P258 531350 705170038610 21 $160.00 P258 531350 705170038620 2 $2,325.00 P258 531350 705170038631 21 $14,906.00 P258 531200 705170038631 21 http://www.cfwnet.org/counciLpackeMeports/mc�_print,asp 7/21/2006 Page 3 of 3 P258 531350 705170038632 $4,650.00 2) $29,812.00 P258 531200 705170038632 2 $775.00 P258 531350 705170038633 2) $4.969.00 P258 531200 705170038633 2) $7,862.00 P258 531200 705170038651 P258 531350 705170038660 $620.00 2) $500.00 P258 531350 705170038673 2) $30.00 P258 533010 705170038681 Submitted for City Manager's Office by_. Marc Ott (6122) Originating Department Head: A. Douglas Rademaker(6157) Additional Information Contact: A. Douglas Rademaker(6157) http://www.cfwnet.org/council_packet/keports/nc�_print.asp 7/21/2006 City of Fort Worth, Texas Mayor and Council Communication ............. m 7 ........ ........................... COUNCIL ACTION: Approved on 7/1112006 - Ordinance No. 17038-07-2006 —......_._.x._._._... DATE: Tuesday, July 11, 2006 LOG NAME: 30WSM-D ANA REFERENCE NO.: **C-21552 SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of an Engineering Agreement with A.N.A. Consultant, L.L.C., for Water and Sanitary Sewer Replacement Contract 2005, WSM-D (City Project No. 00386) E.. ....................... RECOMMENDATION: It is recommended that the City Council: 1 Authorize the transfer of $234,787.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$ 168,182.00 and Sewer Capital Projects Fund in the amount of$67,799.00; 2. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund the in the amount of $168,018.00 and the Sewer Capital Projects Fund in the amount of$66,769.00; and 3. Authorize the City Manager to execute an Engineering Agreement with A.N.A. Consultant, L.L.C., in the amount of$199,015-00 for Water and Sanitary Sewer Replacement Contract, 2005 WSM-D. DISCUSSION: This project consists of the preparation of plans and specifications for water and/or sanitary sewer line replacement as indicated for the following streets: Street From TO Scope of Work Collett Little Rd. US Hwy 287 Loop 820 Service Rd. Water Baylor Street Wichita Street Vaughn Blvd. Water/Sewer Baylor Street 150 ft. E of Freddie St. Miller Ave. Water/Sewer Hampshire Blvd. Haynes Ave. Oakland Blvd. Water/Sewer San Rose Drive Reed St. Baylor St. Water/Sewer All disturbed segments of pavement will be permanently repaired with asphalt after the proposed improvements are complete. A.N.A. Consultant, L.L.C., proposes to perform the necessary design work for a lump sum fee of $199,015.00. City Staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $35,772.00 (Water $26,552.00; and Sewer $9,220.00) is required for project management by the Engineering Department. A.N.A. Consultant, L.L.C., is in compliance with the City's M/WBE Ordinance by committing to 24% M/WBE participation. The City's goal on the project is 24%. Lognarne: 55SPINKS RAMP Page 1 of 3 This project is located in COUNCIL DISTRICT 5 and 8, Mapsco 93 P, 78Y, 78H and M, 78Z. FISCAL INFORMATIONICERTIFICATION: The Finance Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water and the Sewer Capital Projects Funds. TO Fund/AccounVCenters FROM Fund/AccounVCenters P253 472045 6051700386ZZ $168,018.00 258 531200 705170038651 $7.862.00 8 P258 472045 7051700386Z $66,768.00 258 531200 705170038633 4 P253 531350 605170038610 1 203.00 258 531200 7051700386932 $29,812.00 P253 531350 605170038620 1 2Q3.DQ 258 531200 705170038631 $14,906.00 21 P253 531350 605170038631 6 413,00 P253 531200 605170038651 $33,117.00 $32,505.00 3) $10,835.00 P253 531200 605170038631 P253 531200 605170038633 21 253 531350 605170038632 $12,825.00 253 531200 605170038632 $65,009.00 2 $65,009.00 3) $32,505.00 P253 531200 605170038632 P253 531200 605170038631 21 P253 531350 605170038633 $2,138.00 �PE45 538070 0709020 $66,769.00 1)PE45 538070 0609020 $168,018.00 2) $10,835.00 P253 531200 605170038633 2 $33,117.00 P253 531200 605170038651 2 $1,710.00 P253 531350 605170038660 2 $1,000.00 P253 531350 605170038673 2 $60.00 P253 533010 605170038681 P258 531350 705170038610 160.00 21$ 60.00 P258 531350 705170038620 2) $2,325.0 P258 531350 705170038631 2 $14,906.00 P258 531200 705170038631 4 P258 531350 705170038632 650.00 2 $29,812.00 P258 531200 705170038632 Logname: 55SPINKS RAMP Page 2 of 3 P258 531350 705170038633 775.00 P258 531200 705170038633 4 969.00 P258 531200 705170038651 7 862.00 P258 531350 705170038660 620.00 P258 531350 705170038673 500.00 21 30.00 P258 533010 705170038681 Submitted for City Manager's Office by: Marc Ott (6122) Originating Department Head: A. Douglas Rademaker(6157) Additional Information Contact: A. Douglas Rademaker (6157) Logname: 55SPINKS RAMP Page 3 of 3