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HomeMy WebLinkAboutContract 27555 CITY SECRETARY � ,nNTRACT NO. ,2 ff-5-5- CITY OF FORT WORTH, TEXAS STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and A.N.A. Consultant, L.L.C., (the "ENGINEER"), for a PROJECT generally described as: Sanitary Sewer Rehabilitation Contract LIX (59). Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article II Compensation A. The ENGINEER's compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A. Invoice and Payment (1) The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) Monthly invoices will be issued by the ENGINEER for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving seven (7) days' written notice to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the CITY because of such suspension of services. Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, or as otherwise approved by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT described herein. -2- E. Engineer's Personnel at Construction Site (1) The presence or duties of the ENGINEER's personnel at a construction site, whether as on-site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The ENGINEER and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. (2) Except to the extent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, when completed, will be in accordance with the Contract Documents, nor shall anything in the Contract Documents or the agreement between CITY and ENGINEER be construed as requiring ENGINEER to make exhaustive or continuous on-site inspections to discover latent defects in the work or otherwise check the quality or quantity of the work on the PROJECT. If, for any reason, the ENGINEER should make an on-site observation(s), on the basis of such on-site observations, if any, the ENGINEER shall endeavor to keep the CITY informed of any deviation from the Contract Documents coming to the actual notice of ENGINEER regarding the PROJECT. (3) When professional certification of performance or characteristics of materials, systems or equipment is reasonably required to perform the services set forth in the Scope of Services, the ENGINEER shall be entitled to rely upon such certification to establish materials, systems or equipment and performance criteria to be required in the Contract Documents. F. Opinions of Probable Cost, Financial Considerations, and Schedules (1) The ENGINEER shall provide opinions of probable costs based on the current available information at the time of preparation, in accordance with Attachment A. (2) In providing opinions of cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, the ENGINEER has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market -3- conditions; time or qualify of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information compiled and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. I. Minority and Woman Business Enterprise (M/WBE) participation In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this agreement and debarment from participating in City contracts for a period of time of not less than three (3) years. J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to -4- this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give subconsultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photo copy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits which are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident (or reasonably equivalent limits of coverage if written on a split limits basis). Coverage shall be on any vehicle used in the course of the PROJECT. Worker's Compensation Coverage A: statutory limits Coverage B: $100,000 each accident $500,000 disease - policy limit $100,000 disease - each employee Professional Liability $1,000,000 each claim/annual aggregate (2) Certificates of insurance evidencing that the ENGINEER has obtained all --5-- required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverages specified according to items section K.(1) and K.(2) of this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of thirty (30) days notice of cancellation, non-renewal or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non- payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) Insurers for all policies must be authorized to do business in the state of Texas or be otherwise approved by the CITY; and, such insurers shall be acceptable to the CITY in terms of their financial strength and solvency. (f) Deductible limits, or self insured retentions, affecting insurance required herein may be acceptable to the CITY at its sole discretion; and, in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. (1) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless such are approved by the CITY. (j) The Professional Liability insurance policy, if written on a claims made basis shall be maintained by the ENGINEER for a minimum two (2) year period subsequent to the term of the respective PROJECT contract with the CITY unless such coverage is provided the ENGINEER on an occurrence basis. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement. It is understood that insurance cost is an allowable component of ENGINEER's overhead. (1) All insurance required in section K., except for the Professional Liability insurance policy, shall be written on an occurrence basis in order to be approved by the CITY. (m) Subconsultants to the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When insurance coverage is maintained by subconsultants, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. Notwithstanding anything to the contrary contained herein, in the event a subconsultant's insurance coverage is canceled or terminated, such cancellation or termination shall not constitute a breach by ENGINEER of the Agreement. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest which develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. -7- O. Permitting Authorities - Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the permitting authorities' published design criteria and/or practice standards criteria which are published after the date of this Agreement which the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City-Furnished Data The CITY will make available to the ENGINEER all technical data in the CITY's possession relating to the ENGINEER's services on the PROJECT. The ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's performance of its services and will provide labor and safety equipment as required by the ENGINEER for such access. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights-of-way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions -8- required by the CITY in a timely manner in accordance with the project schedule in Attachment D. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances and Indemnification (1) To the maximum extent permitted by law, the CITY will indemnify and release ENGINEER and its officers, employees, and subcontractors from all claims, damages, losses, and costs, including, but not limited to, attorney's fees and litigation expenses arising out of or relating to the presence, discharge, release, or escape of hazardous substances, contaminants, or asbestos on or from the PROJECT. Nothing contained herein shall be construed to require the CITY to levy, assess or collect any tax to fund this indemnification. (2) The indemnification and release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER'S negligence or if such hazardous substance, contaminant or asbestos is brought onto the PROJECT by ENGINEER. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. H. Contractor Claims and Third-Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third-party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or -9- person shall have no third-party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (3) The CITY will specify that the Builders Risk/installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. Changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the -10- CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The final designs, drawings, specifications and documents shall be owned by the CITY. C. Force Majeure The ENGINEER is not responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the ENGINEER. D. Termination (1) This AGREEMENT may be terminated only by the City for convenience on 30 days' written notice. This AGREEMENT may be terminated by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and does not commence correction of such nonperformance with five (5) days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b) Out-of-pocket expenses for purchasing storage containers, microfilm, electronic data files, and other data storage supplies or services; C) The time requirements for the ENGINEER'S personnel to document the work underway at the time the CITY'S termination for convenience so that the work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. -11- F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996). G. Assignment Neither party will assign all or any part of this AGREEMENT without the prior written consent of the other party. H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for indemnification. Parties means the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. I. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than $50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment -12- may be entered thereon in any court having jurisdiction, and will not be subject to appeal or modification except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and 11). (2) Any award greater than $50,000, exclusive of attorney's fees, costs and expenses, may be litigated by either party on a de novo basis. The award shall become final ninety (90) days from the date same is issued. If litigation is filed by either party within said ninety (90) day period, the award shall become null and void and shall not be used by either party for any purpose in the litigation. 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. -13- 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 —Amendment to Standard Engineering Agreement and Attachment A Attachment D — Project Schedule Attachment E — Project Location Exhibits ATTEST: CITY OF FORT WORTH -�.l�-J- By. I'd 3A Moria Pearso Bridgette G rrett City Secreta., Acting Assistant City Manager APPROVED l � ff Contract Aust;oL i nation A. Douglas Rademaker, P.E. Date Director, Engineering Department APPROVED AS TO FORM AND LEGALITY A.N.A. CONSULTANT,'; L-L-G- ENGINEER By:,�, ---� I� Assistant City Attorney Assaad N. Assaad, P.E. President LIX D)G'TIH, i-a ATTACHMENT "A" General Scone 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. 8) Design Survey The Engineer shall provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies of the field data. 9) Utility Coordination The Engineer shall coordinate with all utilities, including utilities owned by the City, as to any proposed utility liens or adjustment to existing utility lines within the project limits. The information obtained shall be shown on the conceptual plans. The Engineer shall show on the preliminary and final plans the location of the proposed utility lines, existing utility lines, based on the information provided by the utility, and any adjustments and/or relocation of the existing lines within the project limits. The Engineer shall also evaluate the phasing of the water, wastewater, street and drainage work, and shall submit such evaluation in writing to the City as part of this phase of the project. -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 Engineer's recommended plan. For all submittals, the Engineer shall submit plans and documents for street/storm drain and water/wastewater facilities. The Engineer shall receive written approval of the Phase 1 Plans from the City's project manager before proceeding with Phase 2. PHASE 2 11) Design Data The Engineer shall provide design data, reports, cross-sections, profiles, drainage calculations, and preliminary estimates of probable construction cost. 12) Preliminary Construction Plans and Technical Specifications The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans and five (5) copies of the preliminary technical specifications for review by the City and for submission to utility companies and other agencies for the purposes of coordinating work with existing and proposed utilities. The preliminary construction plans shall indicate location of existing/proposed utilities and storm drain lines. The Engineer shall receive written approval of the Phase 2 plans from the City's project manager before proceeding with Phase 3. PHASE 3 13) Final Construction Plans The Engineer shall furnish five (5) copies of the final construction plans and contract specifications for review by the City. 14) Detailed Cost Estimate The Engineer shall furnish four (4) copies of detailed estimates of probable construction costs for the authorized construction project, which shall include summaries of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover mylar for the signatures of authorized City officials. The Contract Documents shall comply with applicable local, state and federal laws and with applicable rules and regulations promulgated by local, state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project manager before proceeding with Phase 4. -3- 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) Prebid Conference The Engineer shall attend the prebid conference and the bid opening, prepare bid tabulation sheets and provide assistance to the owner in evaluating bids or proposals and in assembling and awarding contracts for construction, materials, equipment, and services. PHASE 5 20) Preconstruction Conference The Engineer shall attend the preconstruction conference. 21) Construction Survey The Engineer shall be available to the City on matters concerning the layout of the project during its construction and will set control points in the field to allow City survey crews to stake the project. The setting of line and grade stakes and route inspection of construction will be performed by the City. 22) Site Visits The Engineer shall visit the project site at appropriate intervals as construction proceeds to observe and report on the progress and the quality of the executed work. -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- EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: SANITARY SEWER IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for water and/or sanitary sewer improvements for the following: Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. No. 3575 Sewer Project No. PS58-070580175190 SUMMARY STREET SEWER Line Sewer Map Existing Proposed Designation Station No. Size(in.) Replacement Length(ft.) size in. Kingswood Drive M-269 125+26 to 129+83E457 (Alta Mesa to Saldana L-6829 0+00 to 3+11 2030-356 6" 8" 311 Drive E.Annie Street (Tennessee to Texas L-172 0+00 to 8+15E 2054-388 6" 8" 815 Pacific RR E. Daggett Avenue(New L-180 0+00 to 16+10 2054-388 6" 8" 1,610 York to Tennessee E.Terrell Avenue L-294B 16+00 to 23+50E750 (Kentuckyto New York L-347 0+00 to 1+73E. 2054-388 6" 8" 173 E. Maddox Avenue L-3019 0+00 to 9+35E 2060-384 6" 8" 1,095 Park to Brooks Heirloom Drive(Trimble L-6162 0+00 to 9+00 2048-352 6" 8" 900 to Hallbrook W.6th Street(Haskell to L-910 0+00 to 7+62.5 2036-392 6" 8" 762 Monticello Total 6,873 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A— PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings EA1-1 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. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Monthly Progress Report and Neighborhood Newsletter a. 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 report as required under Attachment B of the contract. EA1-2 b. ENGINEER will prepare a quarterly newsletter detailing the status of the project for distribution to the affected Neighborhood Association. The newsletter will be reviewed and approved by the City prior to distribution. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 20' 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 V-20' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. The improvements, 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" = 2' 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. EA1-3 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 Autocad (DWG or DXF) format (currently Release 12), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. The minimum information to be provided in the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. 4. No less than two horizontal control points, per line or EA1-4 location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. iii. Public Notification and Person nelNehicle Identification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name, limits, DOE project no., Consultant's project manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. When conducting site visits to the project location, the consultant 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. iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 40 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 and provide a summary of findings pertaining to the EA1-5 proposed project. 2. Preliminary Engineering Upon approval of Part B, Section 2, ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves 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, Section 2. 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 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 ENGINEER shall make provisions for reconnecting all water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will EA1-6 be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. f. 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. g. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. h. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property". L Utility Clearance Phase The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. EA:1-7 The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. j. Preliminary construction plan submittal i. Preliminary plans and specifications shall be submitted to City 40 days after approval of Part B, Section 2. 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 Easement layout (if applicable) 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. k. 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. I. Public Meeting After the preliminary plans have been reviewed and approved by the City, ENGINEER shall prepare exhibits along with an invitation letter and attend public meeting to help explain the EA1-8 proposed project to residents. The CITY shall mail the invitation letters. 3. Final Engineering Plan Submittal a. Final Construction Documents shall be submitted to CITY _3D- days after approval of Part B, Section 4. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each sheet shall be stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to forty (40) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during phase including preparation and delivery of addenda to plan holders and responses to questions submitted to the DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening develop bid tabulations in hard copy and electronic format and submit four (4) copies of the bid tabulation. EA1-9 C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. EA1-10 s ATTACHMENT "B" COMPENSATION AND SCHEDULE Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. No. 3575 Sewer Project No. PS58-070580175190 I. Compensation A. The Engineer shall be compensated a total lump sum fee of$105,160.00 as summarized in Exhibit"13-3". Payment of the total sump sum fee shall be considered full compensation for the services described in Attachment "A" and Exhibit "A-1" for all labor materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid in four (4) partial payments as described in Exhibit"B-1" upon receipt of four individual invoices from the Engineer. In this regard, the Engineer shall submit invoices for four partial payments as described in Exhibit"B-1", Section 1 -Method of Payment. II. Schedule A. Final Phase I Plans shall be submitted within 110 calendar days after the "Notice to Proceed" letter is issued. B - 1 EXHIBIT B-1 (SUPPLEMENT TO ATTACHMENT B) METHOD OF PAYMENT Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. No. 3575 Sewer Project No. PS58-070580175190 I. Method of Payment The ENGINEER shall be paid in four (4) partial payments as outlined below: Partial Payment Number 1,which shall be equivalent to 40%of the total lump sum fee,shall be payable after City approval of Exhibit "A-1", Part A Section 2, Conceptual Design Summary Report. Partial Payment Number 2,which shall be equivalent to 75% of the total lump sum fee, less previous payments, shall be payable after City approval of Exhibit"A-1", Part B, Section 1 i, Preliminary Submittal to City. Partial Payment Number 3, which shall be equivalent to 90% of the total lump sum fee, less previous payments, shall be payable after City approval of Exhibit"A-1", Part B, Section 2a, Final Construction Documents. Partial Payment Number 4,which shall represent the balance of the earnings, less previous payments, shall be payable after all the pre-construction meetings for the Project have been conducted. Note: If the ENGINEER determines in the course of making design drawings and specifications that the construction cost estimate of$ 895,355.00 (as estimated in Exhibit"B-5") 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 the Engineering Department shall suspend all work hereunder. EB1 - 1 EXHIBIT B-2 (SUPPLEMENT TO ATTACHMENT B) HOURLY RATE SCHEDULE Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. No. 3575 Sewer Project No. PS58-070580175190 Employee Classification Rate/Hour (Range) Principal $100 - 150 Project Manager/ Planner $ 80 - 100 RPLS $ 60 - 75 Design Engineer $ 60 - 75 Designer/CAD Operator $ 40 - 75 Survey Technician $ 50 - 60 Draftsman $ 40 - 50 Clerical $ 30 - 45 Survey Crew $ 70 - 100 Reimbursables Cost + 10% Mileage $ 0.32 Per Mile Reproduction work will be at current commercial rates. Subcontractors will be paid for at actual invoice cost plus ten percent(10%). EB2 - 1 EXHIBIT B-3A (SUPPLEMENT TO ATTACHMENT B) SUMMARY OF DESIGN FEE Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. No. 3575 Sewer Project No. PS58-070580175190 December 12, 2001 Mr. Tony Sholola, P.E. Consultant Services Division Department of Engineering City of Fort Worth 1000 Throckmorton St. Fort Worth, TX 76102-6311 Reference: Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. No. 3575 Sewer Project No. PS58-070580175190 Dear Mr. Sholola: We appreciate the opportunity to present this proposal and fee schedule for your consideration. Attached please find construction cost estimates, schedule, and exhibits depicting the scope of work. We propose to complete the proposed work in accordance with the following fee schedule. Estimated Construction Costs for All Lines = $895,355 Basic Engineering Fee based on % of construction (T.S.P.E. Curve %) x 85% T.S.P.E. Curve % x 85% x Estimated Construction Cost = Basic Design Fee 7.70% x 85% x $895,355.00 = $59,360.00 S:UOB\011360\contract\Attach B & Exhibits New.doc01/15/2001 Exhibit B-3A Mr. Tony Sholola, P.E. December 12, 2001 Page 2 Special Services Total $97,930.00 Basic Design Fee $ 59,360.00 Design Surveys $ 27,200.00 Easement Preparation (4 at $500.00/EA.) $ 2,000.00 Right of Entry (17 at $50.00/EA.) $ 850.00 Railroad Permit $ 2,000.00 Traffic Control Plan $ 2,000.00 Public Meeting $ 2,000.00 10% for M/WBE Subcontractors $ 2,520.00 Construction Services Total $ 2,620.00 Pre-Construction $ 1,500.00 Post Construction $ 1,120.00 Reproductions* Total $ 4,610.00 16 Sets of Preliminary Plans (utility clearance) $ 640.00 44 Sets of Construction Plans $ 1,760.00 44 Sets of Specifications $ 1,760.00 20 Mylars $ 450.00 * Estimated total of 20 sheets. TOTAL LUMP SUM $105,160.00 We will be using Pereira ETS for engineering design, and Hugo C. Trevino and Associates, Inc. for printing construction plans and specifications. This will result in a 24 % ($25,200.00) portion of the contract that will be performed by approved M/WBE firms which will exceed the target of 24 %. If you have any questions or require additional information, please give me a call. Sincerely, A.N.A. Consultants, L.L.C. Assaad N. Assaad, P.E. President S:UOB\011360\contract\Attach B & Exhibits New.doc01/15/2001 EXHIBIT B-3 (SUPPLEMENT TO ATTACHMENT B) DESIGN FEE COST SUMMARY Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. No. 3575 Sewer Project No. PS58-070580175190 Phase Scope of Services Fee M/WBE % I - Design Services Pipe Replacement $105,160.00 $25,200.00 24% Proposed M/WBE Subconsultants Services Fees % of Contract Design $20,000.00 19.22 % Reproduction $ 5,200.00 4.78 % Total $25,200.00 24% S:VOB\011360\contract\Attach B & Exhibits New.doc01/15/2001 A.N.A.CONSULTANTS,L.L.C. 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 817)335-9900 or FAX 817)335-9955 SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 01/15/02 A. KINGSWOOD DRIVE M-269(STA. 125+26-STA. 129+83)&L-6928(STA.0+00-3+11) Sewer - $100,036.00 B. E.ANNIE STREET L-172(STA.0+00-STA.8+15) Sewer - $84,275.00 C. E.DAGGETE AVENUE L-180(STA.0+00-STA. 16+10) Sewer - $153,655.00 D. E.TERRELL AVE L-2948(STA. 16+00-STA.23+50)&L-347(STA.0+00-1+73) Sewer - $99,191.00 E. E.MADDOX L-3019(STA.0+00-STA. 10+95) Sewer - $128,920.00 F. HEIRLOOM DRIVE L-6162(STA.0+00-STA.9+00) Sewer - $123,230.00 G. W.6th STREET L-910(STA.0+00-STA.7+62.5) Sewer $74,116.00 H E.LUEDA STREET L-167(STA.0+00-STA.4+98) Sewer - $50,536.00 SUBTOTAL $813,959.00 10%CONTINGENCIES $81,396 TOTAL ESTIMATED CONSTRUCTION COST $895,355 01136000ST-W-SS.xls Page 1 of 10 A.N CONSULTANTS.LL C 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 817 335-9900 or FAX(817)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST SUMMARY SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 January 15,2002 ITEM NO. DESCRIPTION QUANTITY JUNITILINITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING 154 LF $3500 $5,390.00 2 8"SS INCLUDES REMOVAL OF EXISTING 6923 LF $55.00 $380,765.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 470 LF $65.00 $30,550.00 5 4"TAP TO MAIN 18 EA $200.00 $3,600.00 6 4"DIP TAP EA $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500,00 $0.00 8 4"SEWER SERVICE 186 EA $450.00 $83,700.00 9 4"DIP SEWER SERVICE 200 LF $40.00 $8,000.00 10 6"SEWER SERVICE 0 LF $50.00 $0.00 11 4'DIA.MH 39 EA $2,000.00 $78,000.00 12 SHALLOW CONE MH 2 EA $1,700.00 $3,400.00 13 EXTRA DEPTH FOR MH 28 VF $175.00 $4,900.00 14 WATER TIGHT MANHOLE INSERT 41 EA $75.00 $3,075.00 15 CONC COLLAR 41 EA $325.00 $13,325.00 16 MANHOLE INTERIOR PROTECTIVE COATING 44 VF $200.00 $8,800.00 17 VACUUM TEST MANHOLE 38 EA $150.00 $5,700.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY 10 EA $1,000.00 $10,000.00 19 REMOVE EXISTING MANHOLE - 26 EA $50000 $13,000.00 20 ABANDON EXIST,MH 0 EA $400.00 $0.00 21 REMOVE EXIST.CONC.CURB 740 LF $1.00 $740.00 22 REMOVE&REPLACE EXIST.CONC.WALK 480 SF --$100 $480.00 23 REMOVE&REPLACE EXIST.CONC.DRIVE 530 SF $1.50 $795.00 24 CONST.STD.CONC.CURB&GUTTER 690 LF $12.00 $8,280.00 25 CONC.ENCASEMENT 10 CY $100.00 $1,000.00 26 PERMANENT ASPH.PAVEMENT REPAIR 3365 LF $35.00 $117,775.00 27 TEMP.ASPH.PAVEMENT REPAIR 0 LF $12.00 $0.00 28 TRENCH SAFETY SYSTEM 7550 LF $1.00 $7,550.00 29 PRE TV INSPECTION 1421 LF $4.00 $5,684.00 30 POST TV INSPECTION 7550 LF $2.00 $15,100.00 31 TOP SOIL 250 LF $4.00 $1,000.00 32 SODDING 350 LF $1.00 $350.00 33 RAILROAD PERMIT 2 LS $500.00 $1,000.00 34 REMOVE&REPLACE EX.FENCE 200 LF S10,00 $2,000.00 Subtotal Section SEWER --------------------------------- $813,959.00 Page 2 of 10 A.N.A.CONSULTANTS,L. C 1701 RIVER RUN.SUITE 610 FORT WORTH,TX 76107 (817)335-9900 or FAX(817)335:9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST KINGSWOOD DRIVE M-269(STA. 125+26-STA.129+83)&L-6928(STA.0+00-3+11) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58.070580175190 January 15,2002 ITEM NO, DESCRIPTION QUANTITY JUNITIUNITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING 154 LF $35.00 $5,390.00 2 8"SS INCLUDES REMOVAL OF EXISTING 732 LF $55.00 $40,260.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 36 LF $65.00 $2,340.00 5 4"TAP TO MAIN EA $200.00 $0.00 6 4"DIP TAP EA $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500.00 $0.00 8 4"SEWER SERVICE 13 EA $450.00 $5,850.00 9 4"DIP SEWER SERVICE 200 LF $40.00 $8,000.00 10 6"SEWER SERVICE LF $50.00 $0.00 11 4'DIA.MH 4 EA $2,000.00 $8,000.00 12 SHALLOW CONE MH EA $1,700.00 $0.00 13 EXTRA DEPTH FOR MH 2 VF $175.00 $350.00 14 WATERTIGHT MANHOLE INSERT 4 EA $75.00 $300.00 15 CONC COLLAR 4 EA $32500 $1,300.00 16 MANHOLE INTERIOR PROTECTIVE COATING 7 VF $200.00 $1,400.00 17 VACUUM TEST MANHOLE 3 EA $150.00 $450.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA $1,000.00 $0.00 19 REMOVE EXISTING MANHOLE 3 EA $500.00 $1,500.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONC.CURB 260 LF $1.00 $260.00 22 REMOVE&REPLACE EXIST.CONC.WALK SF $1.00 $0.00 23 REMOVE&REPLACE EXIST.CONC.DRIVE SF $1.50 $0.00 24 CONST.STD.CONC.CURB&GUTTER 260 LF $12.00 $3,120.00 25 CONC.ENCASEMENT Cy- $100.00 $0.00 26 PERMANENT ASPH.PAVEMENT REPAIR 500 LF $35.00 $17,500.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 $0.00 28 TRENCH SAFETY SYSTEM 922 LF $1.00 $922.00 29 PRE TV INSPECTION LF $4.00 $0.00 30 POST TV INSPECTION 922 LF $2.00 $1,844.00 31 TOP SOIL 250 LF $4.00 $1,000.00 32 SODDING 250 LF $1.00 $250.00 33 RAILROAD PERMIT LS $500.00 $0.00 34 REMOVE&REPLACE EX.FENCE LF $10.00 $0.00 Subtotal Section SEWER ---- ---------------------- $100,036.00 Page 3 of 10 A.N.A.CONSULTANTS,L L.C. 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 (817)335-9900 or FAX(817)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST E.ANNIE STREET L-172(STA.0+00-STA.8+15) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 January 15,2002 ITEM NO. DESCRIPTION QUANTITY JUNITILINITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING LF $35.00 $0.00 2 8"SS INCLUDES REMOVAL OF EXISTING 819 LF $55.00 $45,045.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $000 4 8"DIP INCLUDES REMOVAL OF EXISTING 18 LF $65.00 $1,170.00 5 4"TAP TO MAIN EA $200.00 $0.00 6 4"DIP TAP EA $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500.00 $0.00 8 4"SEWER SERVICE 34 EA $450.00 $15,300.00 9 4"DIP SEWER SERVICE LF $40.00 $0.00 10 6"SEWER SERVICE LF $50.00 $0.00 11 4'DIA MH 4 EA $2,000.00 $8,000.00 12 SHALLOW CONE MH EA $1,700.00 $0.00 13 EXTRA DEPTH FOR MH VF $175.00 $0.00 14 WATER TIGHT MANHOLE INSERT 4 EA $75.00 $300.00 15 CONC COLLAR 4 EA $325.00 $1,30000 16 MANHOLE INTERIOR PROTECTIVE COATING 12 VF $200.00 $2,400.00 17 VACUUM TEST MANHOLE 4 EA $150.00 $600.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY 3 EA $1,000.00 $3,000.00 19 REMOVE EXISTING MANHOLE 3 EA $500.00 $1,500.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONC.CURB LF $1.00 $0.00 22 REMOVE 8 REPLACE EXIST,CONC.WALK 40 SF $1.00 $40.00 23 REMOVE&REPLACE EXIST.CONC.DRIVE 220 SF $1.50 $330.00 24 CONST.STD.CONC.CURB&GUTTER 10 LF $12.00 $120.00 25 CONC.ENCASEMENT CY $100.00 $0.00 26 PERMANENT ASPH.PAVEMENT REPAIR 30 LF $35.00 $1,050.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 $0.00 28 TRENCH SAFETY SYSTEM 840 LF $1.00 $840.00 29 PRE TV INSPECTION LF $4.00 $0.00 30 POST TV INSPECTION 840 LF $2.00 $1,680.00 31 TOP SOIL LS $4.00 $0.00 32 SODDING 100 LF $1.00 $100.00 33 RAILROAD PERMIT 1 LF $500.00 $500.00 34 REMOVE&REPLACE EX.FENCE 100 LF $10.00 $1,000.00 Subtotal Section SEWER ---------------------------- $84,275.00 Page 4 of 10 a A.N.A.CONSULTANTS,L L C. 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 (817)335-9900 or FAX(817)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST E.DAGGETT AVENUE L-180(STA.0+00-STA.16+10) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 January 15,2002 ITEM NO. DESCRIPTION QUANTITY JUNITIUNITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING LF $35.00 $0.00 2 8"SS INCLUDES REMOVAL OF EXISTING 1340 LF $55.00 $73,700.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 270 LF $65.00 $17,550.00 5 4"TAP TO MAIN EA $200.00 $0.00 6 4"DIP TAP EA $250.00 $0.00- 7 6"SEWER SERVICE TAP EA $500.00 $0.00 8 4"SEWER SERVICE 21 EA $450.00 $9,450.00 9 4"DIP SEWER SERVICE LF $40.00 $0.00 10 6"SEWER SERVICE LF $50.00 $0.00 11 4'DIA.MH 10 EA $2.000.00 $20,000.00 12 SHALLOW CONE MH EA $1,700.00 $0.00 13 EXTRA DEPTH FOR MH 5 VF $175.00 $875.00 14 WATER TIGHT MANHOLE INSERT 10 EA $75.00 $750.00 15 CONC COLLAR 10 EA $325.00 $3,250.00 16 MANHOLE INTERIOR PROTECTIVE COATING 5 VF $200.00 $1,000.00 17 VACUUM TEST MANHOLE 10 EA $150.00 $1,500.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY 2 EA $1,000.00 $2,000.00 19 REMOVE EXISTING MANHOLE 5 EA $500.00 $2,500.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONC,CURB 50 LF $1.00 $50.00 22 REMOVE 8 REPLACE EXIST.CONC.WALK 350 SF $1.00 $350.00 23 REMOVE&REPLACE EXIST.CONC.DRIVE SF $1.50 $0.00 24 CONST.STD.CONC.CURB&GUTTER 50 LF $12.00 $600.00 25 CONC.ENCASEMENT 2 CY $100.00 $200.00 26 PERMANENT ASPH.PAVEMENT REPAIR 430 LF $35.00 $15,050.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 $0.o0 28 TRENCH SAFETY SYSTEM 1610 LF $1.00 $1,610.00 29 PRE TV INSPECTION LF $4.00 $0.00 30 POST TV INSPECTION 1610 LF $2.00 $3,220.00 31 TOP SOIL LF $4.00 $0.00 32 SODDING LF $1.00 $0.00 33 RAILROAD PERMIT LS $500.00 $0.00 34 REMOVE&REPLACE EX.FENCE LF $10.00 $0.00 Subtotal Section SEWER ------------- ------ $153,655.00 Page 5 of 10 A.N A.CONSULTANTS,L.L C 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 (817)335-9900 or FAX(817)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST E.TERRELL AVENUE L-2948(STA.16+00-STA.23+50)&L-347(STA.0+00-1+73) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PSSB-070580175190 January 15,2002 ITEM NO. DESCRIPTION QUANTITY JUNITIUNITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING LF $35.00 $0.00 2 6"SS INCLUDES REMOVAL OF EXISTING 887 LF $55.00 $48,785.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 36 LF $65.00 $2,340.00 5 4"TAP TO MAIN EA $200.00 $0.00 6 4"DIP TAP EA $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500.00 $0.00 8 4"SEWER SERVICE 36 EA $450.00 $16,200.00 9 4"DIP SEWER SERVICE LF $40.00 $0.00 10 6"SEWER SERVICE LF $50.00 $0.00 11 4'DIA.MH 5 EA $2,000.00 $10,000.00 12 SHALLOW CONE MH 2 EA $1,700.00 $3,400.00 13 EXTRA DEPTH FOR MH 5 VF $175.00 $875.00 14 WATER TIGHT MANHOLE INSERT 7 EA $75.00 $525.00 15 CONC COLLAR 7 EA $325.00 $2,275.00 16 MANHOLE INTERIOR PROTECTIVE COATING 4 VF $200.00 $800.00 17 VACUUM TEST MANHOLE 7 EA $150.00 $1,050.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY 1 EA $1,000.00 $1,000.00 19 REMOVE EXISTING MANHOLE 4 EA $500.00 $2,000.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONC.CURB 10 LF $1.00 $10.00 22 REMOVE&REPLACE EXIST.CONC.WALK 40 SF $1.00 $40.00 23 REMOVE&REPLACE EXIST.CONC.DRIVE 200 SF $1.50 $300.00 24 CONST.STD.CONC.CURB&GUTTER 40 LF $12.00 $480.00 25 CONC.ENCASEMENT 2 CY $100.00 $200.00 26 PERMANENT ASPH.PAVEMENT REPAIR 70 LF $35.00 $2,450.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 $0.00 28 TRENCH SAFETY SYSTEM 923 LF $1.00 $923.00 29 PRE TV INSPECTION 923 LF $4.00 $3,692.00 30 POST TV INSPECTION 923 LF $2.00 $1,846.00 31 TOP SOIL LF $4.00 $0.00 32 SODDING LF $1.00 $0.00 33 RAILROAD PERMIT LS $500.00 $0.00 34 REMOVE&REPLACE EX.FENCE LF $10.00 $0.00 Subtotal Section SEWER $99,191.00 Page 6 of 10 A.N.A.CONSULTANTS,L.L.C. 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 (317)335-9900 or FAX(617)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST E.MADDOX AVENUE L-3019(STA.0+00-STA.10+95) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 January 15,2002 ITEM NO. DESCRIPTION QUANTITY 1UNITIUNITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING LF $35.00 $0.00 2 8"SS INCLUDES REMOVAL OF EXISTING 1075 LF $55.00 $59,125.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 20 LF $65.00 $1,300.00 5 4"TAP TO MAIN EA $200.00 $0.00 6 4"DIP TAP EA $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500.00 $0.00 8 4"SEWER SERVICE 17 EA $450.00 $7,650.00 9 4"DIP SEWER SERVICE LF $40.00 $0.00 10 6"SEWER SERVICE LF $50.00 $0.00 11 4'DIA MH 5 EA $2,000.00 $10,000.00 12 SHALLOW CONE MH EA $1,700.00 $0.00 13 EXTRA DEPTH FOR MH 2 VF $175.00 $350.00 14 WATER TIGHT MANHOLE INSERT 5 EA $7500 $37500 15 CONC COLLAR 5 EA $325.00 $1,625.00 16 MANHOLE INTERIOR PROTECTIVE COATING 6 VF $200.00 $1,200.00 17 VACUUM TEST MANHOLE 5 EA $150.00 $750.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY 1 EA $1,000.00 $1,000.00 19 REMOVE EXISTING MANHOLE 4 EA $500.00 $2,000.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONC.CURB 200 LF $1.00 $200.00 22 REMOVE&REPLACE EXIST.CONC.WALK 50 SF $1.00 $50.00 23 REMOVE&REPLACE EXIST.CONC.DRIVE 110 SF $1.50 $165.00 24 CONST.STD.CONC.CURB&GUTTER 110 LF $12.00 $1,320.00 25 CONC.ENCASEMENT 2 CY $10000 $200.00 26 PERMANENT ASPH.PAVEMENT REPAIR 1095 LF $35.00 $38,325.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 W.uU$121 28 TRENCH SAFETY SYSTEM 1095 LF $1.00 $1,0950 29 PRE TV INSPECTION LF $4.00 $0.0 30 POST TV INSPECTION 1095 LF $2.00 $2,190.0 31 TOP SOIL LF $4.00 $0.0 32 SODDING LF $1.00 $0.0 33 RAILROAD PERMIT LS $500.00 $0.0 34 REMOVE&REPLACE EX.FENCE LF $10.00 $0.0 Subtotal Section SEWER Page 7 of 10 A.N.A.CONSULTANTS,LLC 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 (817)335-9900 or FAX(817)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST HEIRLOOM DRIVE L-6162(STA.0+00-STA.9+00) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 January 15,2002 ITEM NO. DESCRIPTION QUANTITY JUNITILINITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING LF $35.00 $0.00 2 8"SS INCLUDES REMOVAL OF EXISTING 882 LF $55.00 $48,510.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 18 LF $65.00 $1,170.00 5 4"TAP TO MAIN EA $200.00 $0.00 6 4"DIP TAP EA $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500.00 $0.00 8 4"SEWER SERVICE 21 EA $450.00 $9,450.00 9 4"DIP SEWER SERVICE LF $40.00 $0.00 10 6"SEWER SERVICE LF $50.00 $0.00 11 4'DIA.MH 4 EA $2,000.00 $8,000.00 12 SHALLOW CONE MH EA $1,700.00 $0.00 13 EXTRA DEPTH FOR MH 12 VF $175.00 $2,100.00 14 WATER TIGHT MANHOLE INSERT 4 EA $75.00 $300.00 15 CONC COLLAR 4 EA $325.00 $1,300.00 16 MANHOLE INTERIOR PROTECTIVE COATING 4 VF $200.00 $800.00 17 VACUUM TEST MANHOLE 4 EA $150.00 $600.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY 2 EA $1,000.00 $2,000.00 19 REMOVE EXISTING MANHOLE 3 EA $500.00 $1,500.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONIC.CURB 200 LF $1.00 $200.00 22 REMOVE&REPLACE EXIST.CONC.WALK SF $1.00 $0.00 23 REMOVE 8 REPLACE EXIST.CONC.DRIVE SF $1.50 $0.00 24 CONST.STD.CONC.CURB 8 GUTTER 200 LF $12.00 $2,400.00 25 CONC.ENCASEMENT 2 CY $100.00 $200.00 26 PERMANENT ASPH.PAVEMENT REPAIR 1200 LF $35.00 $42,000.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 $0.00 28 TRENCH SAFETY SYSTEM 900 LF $1.00 $900.00 29 PRE TV INSPECTION LF $4 00 $0.00 30 POST TV INSPECTION 900 LF $2.00 $1,800.00 31 TOP SOIL LF $4.00 $0.00 32 SODDING LF $1.00 $0.00 33 RAILROAD PERMIT LS $500.00 $0.00 34 REMOVE&REPLACE EX.FENCE LF $10.00 $0.00 Subtotal Section SEWER T $123,230.00 Page 8 of 10 A.N.A.CONSULTANTS,L.L.C. 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 (817)335-9900 or FAX(817)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST WEST 6th STREET L-910(STA.0+00-STA.7+62.5) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 January15,2002 ITEM NO. DESCRIPTION QUANTITY JUNITIUNITCOST SUB-TOTAL TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING LF $35.00 $0.00 2 8"SS INCLUDES REMOVAL OF EXISTING 726 LF $55.00 $39,930.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 36 LF $65.00 $2,340.00 5 4"TAP TO MAIN EA $200.00 $0.00 6 4"DIP TAP EA $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500,00 $0.00 8 4"SEWER SERVICE 26 EA $450.00 $11,700.00 9 4"DIP SEWER SERVICE LF $40.00 $0.00 10 6"SEWER SERVICE LF $50,00 $000 11 4'DIA.MH 5 EA $2,000,00 $10,000.00 12 SHALLOW CONE MH EA $1,700.00 $0.00 13 EXTRA DEPTH FOR MH 2 VF $175.00 $350.00 14 WATERTIGHT MANHOLE INSERT 5 EA $75.00 $375.00 15 CONC COLLAR 5 EA $325.00 $1,62500 16 MANHOLE INTERIOR PROTECTIVE COATING 6 VF $200.00 $1,200.00 17 VACUUM TEST MANHOLE 3 EA $150.00 $450.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY 1 EA $1,000.00 $1,000.00 19 REMOVE EXISTING MANHOLE 2 EA $500.00 $1,000.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONC.CURB 20 LF $1.00 $20.00 22 REMOVE&REPLACE EXIST.CONC.WALK SF $1.00 $0.00 23 REMOVE&REPLACE EXIST.CONC.DRIVE SF $1.50 $0.00 24 CONST.STD.CONC.CURB&GUTTER 20 LF $12.00 $240.00 25 CONC.ENCASEMENT 2 CY $100.00 $200.00 26 PERMANENT ASPH.PAVEMENT REPAIR 40 LF $35.00 $1,400.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 $0.00 28 TRENCH SAFETY SYSTEM 762 LF $1.00 $762.00 29 PRE TV INSPECTION LF $4.00 $000 30 POST TV INSPECTION 762 LF $2.00 $1,524.00 31 TOP SOIL LF $4.00 $0.00 32 SODDING LF $1.00 $0.00 33 RAILROAD PERMIT LS $500.00 $0.00 34 REMOVE&REPLACE EX.FENCE LF $10.00 $0.00 Subtotal Section SEWER $74,116.00 Page 9 of 10 A.N.A.CONSULTANTS,L.L.C. 1701 RIVER RUN,SUITE 610 FORT WORTH,TX 76107 (817)335-9900 or FAX 817)335-9955 OPINION OF SEWER PROBABLE CONSTRUCTION COST E. LUEDA STREET L-167(STA.0+00-STA.4+98) SANITARY SEWER REHABILITATION CONTRACT LIX(59) DOE NO.3575 SEWER PROJECT NO.PS58-070580175190 January 15,2002 ITEM NO. DESCRIPTION QUANTITY JUNITIUNITCOST SUB-TOTAL I TOTAL LINE DESCRIPTION Sewer 1 6"SS INCLUDES REMOVAL OF EXISTING LF $35.00 $0.00 2 8"SS INCLUDES REMOVAL OF EXISTING 462 LF $55.00 $25,410.00 3 6"DIP SS INCLUDES REMOVAL OF EXISTING LF $40.00 $0.00 4 8"DIP INCLUDES REMOVAL OF EXISTING 36 LF $65.00 $2,340.00 5 4"TAP TO MAIN 18 EA $200.00 $3,600.00 6 4"DIP TAP EA 1 $250.00 $0.00 7 6"SEWER SERVICE TAP EA $500.00 $0.00 8 4"SEWER SERVICE 18 EA $450.00 $8,100.00 9 4"DIP SEWER SERVICE LF $40.00 $0.00 10 6"SEWER SERVICE LF $50.00 $0.00 11 4'DIA.MH 2 EA $2,000.00 $4,000.00 12 SHALLOW CONE MH EA $1,700.00 $0.00 13 EXTRA DEPTH FOR MH VF $175.00 $0.00 14 WATER TIGHT MANHOLE INSERT 2 EA $75.00 $150.00 15 CONIC COLLAR 2 EA $325.00 $650.00 16 MANHOLE INTERIOR PROTECTIVE COATING VF $200.00 $0.00 17 VACUUM TEST MANHOLE 2 EA $150.00 $300.00 18 DEHOLE EXCAVATION TO VERIFY EXISTING UTILITY EA $1,000.00 $0.00 19 REMOVE EXISTING MANHOLE 2 EA $500.00 $1,000.00 20 ABANDON EXIST.MH EA $400.00 $0.00 21 REMOVE EXIST.CONIC.CURB LF $1.00 $0.00 22 REMOVE&REPLACE EXIST.CONIC.WALK SF $1.00 $0.00 23 REMOVE&REPLACE EXIST.CONIC.DRIVE SF $1.50 $0.00 24 CONST,STD.CONIC.CURB&GUTTER LF $12.00 $0.00 25 CONC.ENCASEMENT CY $100.00 $0.00 26 PERMANENT ASPH.PAVEMENT REPAIR LF $35.00 $0.00 27 TEMP.ASPH.PAVEMENT REPAIR LF $12.00 $0.00 28 TRENCH SAFETY SYSTEM 498 LF $1.00 $498.00 29 PRE TV INSPECTION 498 LF $4.00 $1,992.00 301 POST TV INSPECTION 498 LF $2.00 $996.00 31 TOP SOIL LF $4.00 $0.00 32 SODDING LF $1.00 $0.00 33 RAILROAD PERMIT 1 LS $500.00 $500.00 34 REMOVE&REPLACE EX.FENCE 100 LF $10.00 $1,000.00 Subtotal Section SEWER --------------------------------------------- $50,536.00 ATTACHMENT C CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A Sanitary Sewer Rehabilitation Contract LIX (59) D.O.E. NO. 3575 Sewer Project No. PS58-070580175190 None C-1 1 1 L i_-2 J -- i -----1~— L \, 1t j ,0 18 j , 21 ' 24 '� 20 17 5 12 ! 22 23 1 E I� 3 1 , 15 �i.OJ 7 E i 1 ( 14 13 6 r7 ����.�1I 5 2 16 9 • 14 C7 �0'1 15 1 .Q 14 13 10 11 0 � 120 25 16 6 12 t 2 0 I 7 � �� / J .� 4 9 16 '\ 26 C� p'O 7 1 25 2z 22 1 19 O 2 5 6 27 OQ / 6 28 2 24 17 16 " 261 4 9 7 3 7 a✓ F F 2 6 ER N (13 210 ��� 4 , 3 26 32R \V 332 30R 9 1 32 13 5 19 16 36R 'P 25 33R ,69� �'' zo � 0 6 Q, 35 \, � 19 12 24 7 36 L 6 09 MSP 32 23 6 CLp 13 �-A 12 3 2 0 8 O f7 (P 6. L O 18 Q ? 23 O 9 33A 22 to 00 (� 11 4 O y 336 17 7 22 �� 16 Q 3E 35 X> 10 5 C- 34 x 21 76 �15 Cn ``� 6 L 39 20 3 a0 -,0 37 18 190 • 6 GPtj't a,O� 9 6 21 17 O c 42 41 3 36 I 17 16 v 5 15 \ 9 7 20 t0 1, e lL 13 14 7 ,9 9 O" �q 2 6 g D3 ANA z 7 to 1 6 3 ^� 5"vc p t 5 4 5 12 ,4 G 4 32 6 ' 6 3 6 9 10 11 .i� 13 33 2 22 , 15 1 21 N 13 t4 20 0) (3) 1 b' 2 8 9 10 11 12 M-269 N Cli N ON• Nll 17 16 19 2 v 4 16 8,.vc 2 t15 o 3 � v ' 7 8 9 10 W co OO 8 OXRI,GE °i 13 2a N CT. � 11 12 36 35 34 25 LP Nd J �-Ow WAY a c n KINGSWOOD DRIVE C\.- (ALTA MESA — SALDANA DRIVE) (M-269 STA. 125+26 TO 129+83E) (L-6928 STA. 0+00 TO 3+U) EXHIBIT 'A' (SHEET 1) L SEWER MAIN IMPROVEMENTS SCALE: 1" - 300' LL SANITARY SEWER REHABILITATION CONTRACT LIX (59) DISTRICT 6 } SWR 2030-356 € MAPSCO 103B A ANA CONSULTANTS cr Lc en'onm��tt A 1701 RIVER RUN/SURE 610 FORT WORTH,TX 76107 SWR PROD. NO. PS58-070580175190 iux'v J (8I7p35-9900'EAXMI7p75-9955 DOE N0. 3575 i -- -- —� – — --T– -� r – f �I– � -11" 7 8 9 110 1 2 3 4 5 E 7 8 9 10 7 2 I a 5 6 7 a 9 Ito 1 2 5 6 3 I O 5 7 �14�13112 c0 19 t6 tF" I i5 14 t3 t2 71 - I laT��K 97W 20 19 "c 77 tE L to 13 t2 tt� 1 0 I�_ — � —LI__� I; -- p ST� 8 2 Z 3 - J W 2 EE� 7 8 9 10 1 1 2 3 a�.1 6 {�Fj� 10 1 2 4 5 6 7 iG �t �L3' 356 G Ic 10 9 �t — rl ' - 6� iI - 12 X 101E 15 14 t3 12 711a 13 12 11 10 9TOUI8 -,1'S'' 1a 13 12 11 IiI- '5 Q I 77 ET . �1� I- ST. III"`tt"t""yyyddlq i eo t3CC "A„ 1a lz J 13 W15 �J;VT 157 9 10 I 1 2 } 567 8910 10 2 3_ 4 5 6 1614 L-� 4 4 4 1 22 21 20 19 g7• 6 L-17 3'61 n is t6 �"2r 20 19 18 17 i6 15 to 13 72 2G 19 18 17 16 15 14 73 1[ fl 74 U 72 11 10 9N ATI 7 fi 9 10 1 2L3� s-17 7 6 9 10 1 2 3 4 7 8 9 10 7 2 3 5 6 1 2 3 1 2 3 4 5 6 I 4 13• 6 14 13 12 17 T2019F18tjW15oN 14 13 12 11 20 19 18 17 16 15 14 13 12 11 14 13 12 17 10 9 6 5 4 18 77 165 15 14 i} 12r ip1 z 3 4 5 6 7 8 9 10 1 2 3 a 56 7 8 9 10 1 2 3 1 5 6 1 2 3 2 4 5 6 L 11714 +0 6" F13 1211 20 19 18 17 16 15 13 12 Ill [20 19 '•o 17 16 15 14 13 12 11 t4 13 t 1t 10 9 6 5 4 18 17 16 75 T141f3 U 27 8 Z 7 8 9 10 1 2 3 4 5 6 7 6 9 10 1 21 3 4 5 6 7 8 9 10 1 2t3� 45 6 8 9 X 7 2 3 4 5 6 - 8 7 - 6 - L- 3 N A ! ✓. L G 117 TR. TR. TR.TR. TR. TR. TR. TR. TR. (n 2 3 4 5 6 7 E 9 10 11 1 2 3 4 1 2 3 4 5 6 7 8 9 10 33 20 21 22 22 23 TR. TR.TR. 37 38 39 W 34 Js 36 z R ITERR L S F- 42.50 c c c E. ANNIE STREET (TENNESSEE STREET - TEXAS PACIFIC R.R.) (L-172 STA. 0+00 TO 8+15E) I` I; EXHIBIT 'A' (SHEET 2) SEWER MAIN IMPROVEMENTS SCALE: r" - 300' DISTRICT 8 SANITARY SEWER REHABILITATION CONTRACT LIX (59) SWR 2054-388 MAPSCO 77G A ANA CONSULTANTS SWR PROJ. N0. PS58-070580175190 GrAiTNFF�Pl Iii 1701 RIVER RUN AUITE 610 AO-WORTH,TX 76107 9"n375A90WAX 1171775-9955 DOE N 0. 3 5 7 5 04. 96R TR 25A ,1uj _ EL PASO 8"PVC TR 256 7 2 3 4 5 7 8 TR.25 VICKERY �—� A'R, --_ 3 L -1174 16-10 1 i^ 1 N4a 1 S e 3 4N 4 C) 5R � r^ 7 � 2 1 L2 180 3 6 7 aR s 00 3 13 40 8.40 2 6. K- 4R R DAG ETT vC ST a 20 19 18 n 16 15 is [12��, 1716 AGENT 10 to 2 3 5 -4895 ST `-� 3.50E 91-54 1o �e 1 M 5 � 5 6 1 9 to 2,� 7 2 '� CN 6 1 2 3 L 1 E 7 8 9 10 1 2 3 4�5<J1 2 L 1 5 6 7 8 9 10 4J 5 4 J 6J 6 B 191836 20 19 18 17 16 15 14 13 12 1t 20 19 18 17 16 15 to 13 12 11 t7 t6 15 to 1-3 t2 1 P 9 AT BOD .AY p T• 1 2 3 4 172374 (p � 10 7 NIO 2 e 10 Lj 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 a 1z L-1 8 6 73 3 EVE 74 20 19 id 17 16 5 14 13 J12 11 ® 20 19 18 187 i6 15 14 13 12 W 20 19 18 77 i6 15 14 13 8'v 5 E ST V) 3 12 ti N6 ]5 8 7 615STES 016 w A2R 1R 62 J X18 bO 5 6 7 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 70 -176 6 1 9 28 27 26 28 24 23 22 21 20 19 16 15 114 73 12 11 20 19r18]17�16,�15P C D 20 19 18 17 1614 13 12 11 T I 31145 t 2 3 a 5 6 9 10 fl 1 2 3 a 6 7 8 9 t0 7 2 3 a 5 6 7 8 9 10 1 3 - 7 ® 8" v I L 15 z a s h8„ v 910 2 21 20 19 18 17 i6 15 14 13 12 20 19 18 17 16 15 14 13 12 to 20 19 18 7 7 J 15 AS� 14 13 12 11 20 19 ,8 17 16 15 14 13 12flll Z 2T 2 t 2 3 4 5 6' 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 7 �x 9 10 1 2 3 4 5 6 7 D 9 10 - 7 s'Pc i 1 a" � ® s' 22 21 20 19 �,A�T 817 16 15 to 73 t2 20 t9 78 17 16 15 to 13 112 ( 20 18 17 16 t5 1a 13 72 J�l 20 8 17 16 15 14 t3 12 n -1NNE 6"VC a t0ul 44 m m Ocu cu E. DAGGETT AVE. (NEW YORK STREET - TENNESSEE STREET) (Lr180 STA. 0+00 TO 16+10) EXHIBIT 'A' (SHEET 3) SEWER MAIN IMPROVEMENTS SCALE: '„ - 300' W u DISTRICT 8 SANITARY SEWER REHABILITATION CONTRACT LIX (59) SWR 2054-388 MAPSCO 77F&G o A ANA CONSULTANTS Lo ywl.vrxs 1701 RIVER RUN AWE 610 AORT WORTH,TX 76107 SWR PROD. NO. PS58-070580175190 SUHV£roRS (8171335-9900'FN(.(817)335-9955 DOE N0. 3575 �- ��-- 12 I z2 zt 2r. t7� 7 16115it- 113 1,z U -� 5 ±16 85 14 13��121 20 19 16 CAN OIVI 2� tt I 2 11 -- -. 3 10 > } t0 1n d q 9 a — -- 1 2 } a 5 6 7 8 9 10 TJ 1 2 } 4 s 6 7 8 9 10 LEL3 a 5 6 s i� 6 5 8 6' C 6 6 6 PV I 7 LEUDA 7 I T 1. 16 117 6 =11 21 2C 19 18 1220 19 16 17 16 15cp; 916 ,6 17 \ N 17 �1 1s 21 1 7 } 4 5 6 7 8 9 10 11 1 2 3 4 s 6 7 8 9 10 13 14 --% i_ 2 3i 4 5 6 a13 a 20 s s � 72 Y TR TR. TR. TR.TR. TR. TR. cl 6 U 1 2 ' a 5 6 7 6 9 r }3 20 21 22 22 23 10R CC TR. TR.TR. 0 N 11 7 w 10 1 3a 35 36 J 10 S 91.42 ZERRELLI J � C' s 7 �9M U TY I&I L , T 6 6 rn 6 5 4 16 1 1 /w/ 613 14 15 ( 1 1 2 } a 5 , 2 3 4T s 2 2 � 9 9 6 z L �3 7 i L -3 3 �' 7 8 9 Cc 14 } 3 30 29 28 27 26 25 24 2} 22 21 20 t9 18 17 t6 1173 9-.50E 17 25 1 4B<• I, a o a U B L Humffl-1 T. 7 8 9 10 11 12 1 BA DO s N 5N N IH M OL 12 11 10 9 8of ,1 6 — > 6 (n 10 7 N 7 }t 32 33 3a 35 36 37 38 39 a0 at a2 43 44 Z N L 3 31 32 33 9 8 J 8 L ZW. 3 a s 6 1 2 3 a s m w 7.00E L 3 2 a6 a7 46 28 ,} 12 2 p�31 n 7 6 5 4 3 2 1 I P 1 1 2 1,1 10 9 8 7 7 188. 9 10 11 12 �3 27 ,a t7 J Gj 6 9 10 n 1z ,} 1a P L SK S . 26 0) 15 4 5.50E 5 2 E 74 73 21 6 ® N 5 1.81 4.30 t 2 223 a n o o zo19 16n1e77 76 18 0L-365-A a J a J 3 Z CU m CU E. TERRELL AVE. CU O (KENTUCKY — NEW YORK STREET) N (L-294B STA. 16+00 TO 23+50E) w 0 (Ir347 STA. 0+00 TO 1+73E) ,o EXHIBIT 'A' (SHEET 4) SCALE: 1" - 300' SEWER MAIN IMPROVEMENTS x DISTRICT 8 y SANITARY SEWER REHABILITATION CONTRACT LIX (59) SWR 2054-388 iy MAPSCO 77K 0 i% A ANA CONSULTANTSo A1701 RIVER RUN AU1TE610fORTWORTH,TX76107 SWR PROJ. NO. PS58-070580175190 ;m S�R�Yo� (8171336-9900'FAX(817133,5-9955 DOE N 0. 3 5 75 \ \ r TR1C5A � 6 2 n, i AVE. \ — O172 -----�-- — MADDOX 4.00 -5 2 �pE AVE. 3.00 1,40 TRIC1 / 94.99 1 14 1 95.65 2 1 r— TR,CS �- 17 1I°1 16 2 3 a 8 xr ,a = 5 SEWED?—UN— N aim 48 0 6 13 7 TR10 12 ' 7 L-6633 8 LJ n 1 10 `�J� —F1 ��� TR1C4 7a 7W 1 E,. 6.02 10 cc/,c r t O 11 TR10C 1 G 12 TR11 2 2 (J� 3 3 a 56 13 TR11A 6' 6 0 6 61. 38 3 2 7 1 COB 7 37 PARK TR,2 g c 36 RD. 9 9 35 37 70 10 L 34 1 A 11 2 6 7 0) t2 \�' 12 33 32 9 13 13 1 3 6„ 14 14 30 35 34 33 32 31 00 1s Q IN 15 29 TR11 i6 28 �J 1 77 t9 27 TRtA 2 1b v 30 1 26 19 3 9W 2 5 4 20 2�3 24 n til 21 �p1 23 27 6 22 ZP 22 26 7 8 23R 2120 cu 9 33 27R 19 v fV m 10 E. MADD OX AVE. S cu (PARK ROAD - BROOKS STREET) to (BROOKS STREET - BURCHILL ROAD) CD (Lr3019 STA. 0+00 TO 9+35E) cn n EXHIBIT 'A' (SHEET 5) SCALE: 1" - 300' x SEWER MAIN IMPROVEMENTS DISTRICT 8 to SANITARY SEWER REHABILITATION CONTRACT LIX (59) SWR 2060-384 MAPSCO 78N A ANA CONSULTANTS 1701 RIVER RUN AUITE 610AORT WORTH,Tx 76107 SWR PROJ. NO. PS58-070580175190 ♦w+nees (8171335-9900'FAX-M17P35-9955 D 0 E N 0. 3 5 7 5 SVRYEYORS � 3 15 \•� AL /l A-1 ` ,-� 4 3 1 2 1 ; q_ 16 19 20 ITON 22 i 23 24 25 I 26 I 2�L T 15 i`� A�� y iC 1112 13 74 1 I O 5 �1 TT7 t7� 1B —� 4#— I zB I z= 1a v 3 ® --- L V614 —,L_ RD, / 6 111 = � 10 9 I _ 73 B 7 6 5 a ° 7 6 ��� 12 4 �� AF ON D6 15 q 3 2 n 1 1 1 B 17 c- 3 72 5 I �{f 1 5 G �^4 `C �/Cnt3 14 I 15 16 6 A 9 10 11 12 13 5 I 117 ' 7B n 10 119 120 7 L - 15 o _ REVERE r ?o z5 6 6"'V 6''VC 6 7 6 5 4 24 Le(/ 5 4 3 U 23 �'O8 B I 2 1 1 TRACT ER 72'45 `���C 22 �4'�yq 9 9 (r I 12 ,3 ' 21 Cf-1 70 11 12 �- 14 15 16 17 18 19 10 18 z 20 Gly<�l} 11 �.p L- 154 PRti f 73 ,7 7t 70 9 5" 7 6 5 4 I3 079 1z � > BE LVV R18 Yj 13 16 4 74 14 19 18 5 15 17 T LC ti� 17 � 6 16 15 10 9 B 7 6 5 q 3 37 32 L-615 A S i6 • 36 � 7 O31 26 6'VC I 15 8 2 7 z 8 11 12 13 14 15 16 17 18 35 14 30 29 ALL R00 2 � 34 13 s, HALLBROOK 12 1,11 � > 3 rn 16 2 12 10 70 9 6 7 6 5 4 3 33 10 1 N N 1-, 3 11 i z o of Qc) 32 4 75 11 > 0 11 12 13 14 15 16 17 ,8 4 C 31 14 9 43 2 CO 10 3 GE RGI 5 5 2 �- 6` 9 13 - 30 6 6 B 3 14 x t 12 10 9 8 7 E 54 29 7 y9 7 I 7 x B 5 n J 4 11 O 26 B 10 9 6 1 5 W 1 11 12 13 14R 9 i5R 16R 17A 3 27 6 VICTORIAN J 7 ( 6 DR. 4 - 6" - 1 C - 6"V 5 26 10 2.77E 6" C !� 11 10 9 B 7 6 5 a 3 2 1 B 7 6 5 4 3 6 25 11 7 24 12 12 13 14 15 16 17 i 79 20 21 9 10 11 12 13 14 E= C ATE U R. 23 02j 6"VC 9 22 14 c a CD Q cp v cu C) O cu O O HEIRLOOM DRIVE N (TRIMBLE DRIVE — HALLBROOK DRIVE) (1-6162 STA. 0+00 TO 9+00) 1-9 EXHIBIT 'A' (SHEET 6) SCALE: r' - 300 W SEWER MAIN IMPROVEMENTS DISTRICT 6 SANITARY SEWER REHABILITATION CONTRACT LTX (59) SWR 2048-352 MAPSCO 105E 11 A ANA CONSULTANTS CD O FNaxFEts A 1701RNER RUN AURE 610 kW WORTH,TX 76107 SWR PROJ. NO. PS58-070580175190 �>nvci¢S L (81n3Ji9400TA7C(817I335-9"5 S�Ro�T DOE N0. 3575 ,• _1 I t � I I I �.L� LIo obi _ \e 5 6 j '159 110.111 12!151 14 / `` 1 3 4 a llv t1 '( t} 9 qy 13%.ais 16 t7�t9 _�_ ---- �__1_1 WEST �,1-= - =- -- F T q; e I� I2 714�5I6 7 E 1 2� J 14 5 62 4 ��yl �1 __ r^�� �I E 12 it t0 9 EI 7IE O J4 _-' _ ✓Y3 F. W ' 1 c' 3 1415.1.6 T (L 2 3 4 5 6t" -. t 2 4 6 7 6 NI t 2 3 4 5 E N t 2 4 5 E 6 7 ? 52 I l _ W ST J J I_t -_�L� _ ~ J 5TH t ! -- L I,�r, I� 7PfO I,6i,41,3 121 ' g a 1 ! to 73 1c 11 10 9 I ii,1F. 15 14 13 12 11 91 + 1211711 15 to 131 I I' I �2 1 1'v 7 E 5 fi L L D ' R_ _MA/l�lJ J- , 1 31-5 I 7 � 10 �-- 6" $ 1 9 67 7 [ 5 E•''C 7 1 1 - 449R I tcJ 4 ! E 7 e 1 3 4 5 76 7 6 [ij J 4 5; 6 7 3 9 2 I 1 2 3 4 6 4 3 Z' WEST T 1+64E2 „ -) o v L-1 _� W T5,14 17 12 111 16 15 14 13 12 11 10 �Ir = T15l 1 7 W O15 to171211114 17 12 it 1C O2 1C 9 7 2 1- m L - 8 1 o v + aE 1 6 7 E 10L 8 49 , i 2 2 [12] 6"" o E L t i �3 4 5 Q E + 1 2 3 a 5 6 7 9 1 2 } a �51 6 7 6 1 2 3 4 5 fi 7 a 1 2 3 4 1 11A- TR16 CO iv 7 H 9 T 5 6 1 1 11 B+ R J12 4 5 7 6 9 G) 01' GV L2212 1t1l It'6 15 14 13 'e 3 4 5 6 7 9 9 P0 2 1 7 M 4 9 7 7 6 514 3 10G 16 17 t6 t5 t4 t7 12 11 I NORTH 2 I 1 L 11 7 I I J HI-MONT Z F11 2 } 4 5 E 7 E 9 iC tt 12 13 14 16 17 16 i ODL I N a AV l ^� 2 j N HM12 �2 Fli 2 7 4 5 6 7 E 9 13 12 11 4 6 19 15t7•`t6 15 1 10 V1 t 7 4 5 6 6RNL-1 773 M 4 L-905 6" c 1 6 ) 19 f7 16 15 14 12 11 \ 6„ T 11T a'21 6 7 E 9 10 234 5 6MATTISON 'oA -JU 6'" PS F Z Nz 2 J 4 5rl T 4 V�� 1 F T 5 / 79 ' 2 3 5 9 10 3 1 5 i 2 5Q9 3 I g J MEDICAL 7 CENTER <C�o n tfi t5 1a i tv 2+77 2 E'+7 E E 25 L 9 kF r�� `A Q 2019 16 16 15 14 iJ t2 11 15 to 1'112 it 10 6 7 �� L-1270 S CL U.) v m 0 0 CU O U') W. 6th STREET (HASKELL STREET - MONTICELLO DRIVE) o it (L-910 STA. 0+00 TO 7+62.5) SCALE 1" - 300' L EXHIBIT 'A' (SHEET 7) DISTRICT 9 W SEWER MAIN IMPROVEMENTS SWR 2036-392 MAPSCO 61Z SANITARY SEWER REHABILITATION CONTRACT LIX (59) A ANA CONSULTANTS SWR PROJ. NO. PS58-070580175190 E:vaA•EFJcs Y[.tNNEAs sUNARs 1701 RIVER RUN bURE 610.fOR7 WORTH,TI!76107 D1 O E N O. 3 5 7 5 IO (8171335-9900'FAIC(e171J35-9955 9 T----3 57-;-q- T l - j—r-"2-.. r /�T,.� (—i—r__ r l I V 0 9 t^ t ��3 ,� I/�J I9 110 ^7 2 6 �7l'>.D�B i'C t i 2 3 4 (S---Y6 II Z'-65E u010 _. I -9 ,i �+12L 1 3 011 0' _ - 14.3- 4 2 I y 10 �1'811 E 3.530 50 e r�12 Xto23 2C7 16 75 to i3 112 111� 9 t220 18 17 t6 75 to[11 12^17 EJ —L_.i� _1—(__�_ L ST.— — 1. A aia �Z n 22 6 VC i2.75E 3 21 77I��� ' 1 9 t0' 0 2 3 `�� 5 6 7 I 9 70 28 1 L ��II 9 10 7 2 4 5 6 I �-6 E �03�E to 20 L-1 4 2 t ' 3• 2 4.93` [20 15 3 61 32 92 22 zl zo 19 0' 1�•5 17 15 16 17T18 72 F-i 20 79 78 17 76 15 la t} 72 79 18 77 76 15 14 t} t2 tt 14 t3 12 17 tC 9 10 7E NN ATI T 9 t0 1 2 } 5 17 7 6 9 10 1 2 ]3 ]4 2� 7X89 10 t 2 8 3 $ 5 6 7 2 3 1 2 3 4 5 6 7 8 / " 3 7 5• 0 13• 6 B• 6 t2 T51 4 60 20 19 18 C 76 tOSNq1413T9 12'F tpi 20 19 16 17 16 15 t4 13 3 71 1a 13 12 11 10 9 6 5 16 17 76 75 74 13 12 11 $ . ® 2 N 1 9 70 1 2 3 a 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 715 6 1 2 3 1 -2 } 4 5 6 7 8 _ L 1 1 1 1 3J30 8 30 13. 7 1 12 11 1a 13 1 11 10 9 6 5 4 18 17 16 15 1a �1'3 12 Il UEDA 27 SEWER 'A MANN Z 9 10 1 2 3 a 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 1_2 } 5 6 8 9 Xa2' 3 a 5 6 78 7 - s 8. 1 4.98 u � 3 8 05 10 64 - w A M23 OS 1z 50 9 06 „� 1 11 88 V) ! L G L s 1 8 TR. TR.TR. TR. TR. TR. TR. TR. (p 2 3 4 5 6 7 8tl 10 11 14 1 2 3 4 5 6 7 8 9 10 33 20 21 22 22 23 TR.TR.TR: 37 38 39 W Z E} 3a 35 36 Z a TE R L $ _ F 42 50 t i 21 , 1 2 3 4. ]U5 a 366 5 a TRTRTR3 2 1} 74 75 t6 17 18 19 20 F-' t 2 3 az 3 a 5 lt• 5 z6 z7 ze N L _�z A yr N V) 4 0 6' pE 4111 5 7 8 9 , TR TR 10 11 12 8p 30 25 28 27 26 25 24 23 22 8 7 6 8 7 6 5 8 7 6 7 8 f:1411 7D� 31 '029 S 6 988 F b 1 7 I / t[ Fi C11 pi m O cu E. LUEDA STREET Ul N ( TEXAS PACIFIC R.R.- TENNESSEE STREET ) o (Lr167 STA. 0+00 TO 4+98) cn a EXHIBIT 'A' (SHEET 8) SCALE 1" - 300W SEWER MAIN IMPROVEMENTS y DISTRICT 8 SANITARY SEWER REHABILITATION CONTRACT LIX (59) SWR 2054-388 0 " A ANA CONsuLTANTs MAPSCO 77L 1701 RIVER RUN hUffE 610.FORT WORTH,TX 76707 SWR PROJ. NO. PS58-070580175190 sURvcroR: (817)335-MOTAX(817(335-9955 D 0 E N 0. 3 5 7 5 City of Fort Worth, Texas 4velgor And 4:ouncil communication DATE REFERENCE NUMBER LOG NAME PAGE 3/5/02 **C-18984 30LIX 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND ENGINEERING AGREEMENT WITH A.N.A. CONSULTANTS, L.L.C. FOR SANITARY SEWER REHABILITATION CONTRACT LIX 59 RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $108,160 from the Water and Sewer Operating Fund to the Sewer Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Project Fund in the amount of $108,160 from available funds; and 3. Authorize the City Manager to execute an engineering agreement with A.N.A. Consultants, L.L.C. in the amount of $105,160 for Sanitary Sewer Rehabilitation Contract LIX (59). DISCUSSION: The project consists of the preparation of plans and specifications for the rehabilitation of the following severely deteriorated sanitary sewer main and laterals: • M-269/L-6829 Beginning at the Kingswood Drive/Saldana Drive intersection, northerly 460 feet on Kingswood Drive, then northeasterly 320 feet on Alta Mesa Boulevard; and • L-172 Located in the alley between Annie Street and Hattie Street from Tennessee Street to Union Pacific Railroad right-of-way; and • L-180 Beginning at a point located 250 feet northwest, of the East Broadway Street/Vickery Boulevard intersection, northerly 250, then westerly 1,000 feet, then northerly 150 feet on New York Street, then westerly 150 feet on Vickery Boulevard; and • L294B/L-347 Located in the alley between Terrell Street and Humbolt Street from Evans Street to New York Street; and • L-3019 Beginning at the Maddox Avenue/Cobb Park Road intersection, easterly 470 feet along Maddox Avenue, then southerly 480 feet along Mitchell Boulevard; and • L-6162 Beginning at the Heirloom Drive/Leddux Drive intersection, northwesterly 900 feet along Heirloom Drive to Trimble Drive; and • L-900 Beginning at a point located 100 feet west of the West 6th Street/Haskell Street intersection, easterly 760 feet in the alley located between West 5th Street and West 6th Street. City of Fort Worth, Texas 413cagor And Council 4zommunication DATE REFERENCE NUMBER LOG NAME PAGE 3/5/02 **C-18984 I 30LIX 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND ENGINEERING AGREEMENT WITH A.N.A. CONSULTANTS, L.L.C. FOR SANITARY SEWER REHABILITATION CONTRACT LIX 59 A.N.A. Consultants, L.L.C. proposes to perform the design work for a lump sum fee of $105,160. Staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $3,000 is required for project management by the Engineering Department. M/WBE - A.N.A. Consultants, 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 this project is 24%. This project is located in COUNCIL DISTRICTS 6, 8 and 9, Mapsco 61Z, 77F, G, K, L, 78N, 103B and 105E. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation No. 1, and adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Sewer Capital Project Fund. BG:n Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY Office by: (to) 1&2) PS58 472045 070580175190 $108,160.00 Bridgette Garrett(Acting) 6140 2) PS58 531200 070580175190 $105,160.00 Originating Department Head: 2) PS58 531350 030580175190 $ 3,000.00 APPROVED 3/5/02 Douglas Rademaker 6157 (from) ORD. #15006 3) PS58 531200 070580175190 $105,160.00 Additional Information Contact: 1) PE45 538070 0709020 $105,160.00 Douglas Rademaker 6157