Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 37013 (2)
C'TY SECRETARY'CITY OF FORT WORTH, TEXAS O. CT NO 10 STANDARD AGREEMENT FOR ENGINEERING SER�I�� �/ This AGREEMENT is between the City of Fort Worth (the "CITY"), and Kimley-Horn & Associates, Inc. (the "ENGINEER"), for a PROJECT generally described as: Water and Sanitary Sewer Main Relocations for the Trinity River Vision — Central City Project and the Trinity Uptown Service Area Phase 1 — Bridge and Channel Relocations. Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article II Compensation A. The ENGINEER's compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A. Invoice and Payment (1) The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) The ENGINEER will issue monthly invoices for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving 7 days' written notice 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. r NDARD ENGINEERING REEMENT(REV 10/0&05) e'lof 1A o 04-25 8 P01 54 INE) ORIGINAL Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and costlexecution 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. 1 i STANDARD ENGINEERING AGREE AENT(REV 10/06105) Page 2 of 14 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 conditions; time or quality of performance by third parties; quality, type, management, direction of operating personnel; and other economic and operational STANDARD ENGINEERING AGR MENT(REV 10/06/05) Page 3 of 14 S1I]IrC� Y l Y i 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 (MNVBE) Participation In accord with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this agreement and debarment from participating in City contracts for a period of time of not less than three (3) years. J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agr�p.A;#; t the CITY shall have access during normal working hours to all STANDARD ENGINEERING AGREE MEIT(REV 10/06/05) Page:4 of 14 ` 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 subcon-sultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEERas Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $2,000,000 aggregate Automobile Liability $1,000,000 each accident on a combined single limit or $250,000 Property Damage $500,000 Bodily Injury per person per occurrence A commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned when said vehicle is used in the course of the PROJECT. STANDARD ENGINEERING AGREE NT(REV 10/06/05) Page 5 of 14 Worker's Compensation Coverage A: Statutory limits Coverage B: Employee's Liability $100,000 each accident $500,000 disease -policy limit $100,000 disease -each employee Professional Liability $1,000,000 each claim $2,000,000 aggregate Professional liability shall be written on a claims-made basis and shall contain a retroactive date prior to the date of the contract or the first date of services to be performed, whichever is earlier. Coverage shall be maintained for a period of 5 years following the completion of the contract. An annual certificate of insurance specifically referencing this project shall be submitted to the City for each year following completion of the contract. (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified in this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of forty-five (45) days notice of cancellation or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) Insurers for all policies must be authorized to do business in the State of Texas and have a minimum rating of A: VII in the current A.M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. STANDARD ENGINEERING AGREEMENT REV 10/06/05) Page 6 of 14 (f) Deductible limits, or self insured retentions, affecting insurance required herein shall be acceptable to the CITY in its sole discretion; and, in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless the CITY approves such exclusions in writing. (j) For all lines of coverage underwritten on a claims-made basis, other than Professional Liability, the retroactive date shall be coincident with or prior to the date of the contractual agreement. The certificate of insurance shall state both the retroactive date and that the coverage is claims- made. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement and all insurance required in this section, with the exception of Professional Liability, shall be written on an occurrence basis. (1) Sub consultants and subcontractors to/of the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When sub consultants/subcontractors maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the -- pro PROJECT and business relationships with abutting property cities. ThpJ;M INEER further acknowledges that it will make disclosure in writing of STANDARD ENGINEERING AGREE ENT(REV 10/06/05) F'age 7 of 14 1� n ��n�� any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. O. Permitting Authorities - Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the 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 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 STANDARD ENGINEERING REEMENT(REV 10/06/05) Page 8 of 14 Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights-of-way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article ME. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. STANDARD ENGINEERING AGREE IVIE;N9`4v 0106/O5) Page 9 of 14 H. Contractor Claims and Third-Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers.. "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third-party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third-party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (3) The CITY will specify that the Builders Risk/installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. Changes The CITY may make or approve changes within the general Scope of Services in this AGRE T. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made STANDARD ENGINEERING AGREEMENT(REV 10/ 6/05) Page 10 of 14 � cfffr55.-,q a through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The CITY shall own the final designs, drawings, specifications and documents. C. Force Majeure The ENGINEER is not responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the ENGINEER. D. Termination (1) This AGREEMENT may be terminated only by the City for convenience on 30 days' written notice. This AGREEMENT may be terminated by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and does not commence correction of such nonperformance with 5 days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: 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 wor��/e ort is suitable for long time storage. STANDARD ENGINEERING AGREEMENT(REV 10/66 65) Page 11 of 14 -?r (3) • Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996). G. Assignment Neither party shall assign all or any part of this AGREEMENT without the prior written consent of the other party. H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for indemnification. Parties mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. I. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue ,for any iitigatiory related to this AGREEMENT shall be Tarrant County, Texas. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 12 of 14 E r J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than $50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment may be entered thereon in any court having jurisdiction, and will not be subject to appeal or modification except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and 11). (2) Any award greater than $50,000, exclusive of attorney's fees, costs and expenses, may be litigated by either party on a de novo basis. The award shall become final ninety (90) days from the date same is issued. If litigation is filed by either party within said ninety (90) day period, the award shall become null and void and shall not be used by either party for any purpose in the litigation. K. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision, and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. L. Observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances and regulations which in any way affect this AGREEMENT and the work hereunder, and shall observe and comply with all orders, laws ordinances and regulations which may exist or may be enacted later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its officers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. STANDARD ENGIN ERING AGREEMENT(REV 10/ 05) Page 13 of 14 Article VII Attachments, Schedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The following attachments and schedules are hereby made a part of this AGREEMENT: Attachment A-Scope of Services Attachment B -Compensation Attachment C -Amendments to Standard Agreement for Engineering Services Attachment D - Project Schedule Attachment E - Location Map Executed this the ay of , 2008. ATTEST: CITY OF FORT WORTH 1� By: Marty Hendri Fernando Costa City �Secretta-ryy Assistant City Manager APPR COMMENDED ,,®ntract huthoriaatioi ate A. Douglas Rademaker, P.E. C Director, Department of Engineering APPRO D AS TO ORRAND LEGALITY r Assista it Attorney KIMLEY-HORN &ASSOCIATES. INC. ATTEST: ENGINEER By: Glenn A. Gary, P.E. Senior Vice President STANDARD ENGINEERING AGREEMENT(REV-M/06A)B) Page 14 of 14 ATTACHMENT"A" General Scope of Services "Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall have precedence over the General Scope of Services." GENERAL 1) Preliminary Conference with City The Engineer shall attend preliminary conferences with authorized representatives of the City regarding the scope of project so that the plans and specifications which are to be developed hereunder by the Engineer will result in providing facilities which are economical in design and conform to the City's requirements and budgetary constraints. 2) Coordination with Outside Agencies/Public Entities The Engineer shall coordinate with officials of other outside agencies as may be necessary for the design of the proposed street, and storm drain and/or water and wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Geotechnical Investigations The Engineer shall advise the City of test borings, and other subsurface investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain any and all agreements and/or permits normally required for a project of this size and type. The Engineer will be responsible for negotiating and coordinating to obtain approval of the agency issuing the agreement and/or permits and will make any revisions necessary to bring the plans into compliance with the requirements of said agency, including but not limited to highways, railroads, water authorities, Corps of Engineers and other utilities. 5) Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the -1- permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. 6) Plan Submittal Copies of the original plans shall be provided on reproducible mylar or approved plastic film sheets, or as otherwise approved by the Department of Engineering and shall become the property of the City. City may use such drawings in any manner it desires; provided, however that the Engineer shall not be liable for the use of such drawings for any project other than the project described herein; and further 'provided, that the Engineer shall not be liable for the consequences of any changes that are made to the drawings or changes that are made in the implementation of the drawings without the written approval of the Engineer. PHASE 1 7) Right-of-Way, Easement and Land Acquisition Needs The Engineer shall determine the rights-of-way, easement needs for the construction of the project. Engineer shall determine ownership of such land and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights-of-way and/or easements for the construction of this project. Sketches and easement descriptions are to be presented in form suitable for direct use by the Department of Engineering in obtaining rights-of-way, easements, permits and licensing agreements. All materials shall be furnished on the appropriate City forms in a minimum of four(4) copies each. 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- o i 16) PHASE 4 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") CITY PROJECT No. 00969 DOE No. 5958 UTILITY RELOCATIONS OF SANITARY SEWER SYSTEMS AND WATER DELIVERY SYSTEMS FOR THE TRINITY RIVER VISION—CENTRAL CITY PROJECT: PHASE 1 The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Services under this attachment include engineering services for water and sanitary sewer improvements: Associated with the proposed bridge and channel improvements and mitigation areas within the Trinity River Vision Central City Project and Uptown project areas (TRV Areas) the following utilities, as shown in Attachments E1 — E7, are anticipated to be adjusted or relocated: 'hi e rr >rocaho ...* Name Alignment Along From To Approximate Size Relocation,Length(ft) (in) Replacement or New Water Vacek St. Whitmore St. Tillar St. 1000 12 Relocation Tillar St. Vacek St. Rupert St. 1050 12 Relocation White Settlement Rd. Adolf St. Rupert St. 550 8 Relocation Adolf St. White SRedttlement Whitmore St. 300 8 Relocation Whitmore St Vacek St. Adolf St. 600 12 Relocation Greenleaf St. Dakota St. Kansas St. 550 16 Relocation Kansas St, Greenleaf St. Viola St. 800 16 Relocation Viola St. Kansas St. White SRedttlement 800 16 Relocation SH-199 White SRedttlement Future Connector 550 8 Relocation F-104 N.Commerce St. N.7'St. Northside Dr. 2500 24/20 Relocation N.Commerce St. N.7'St. N.8'St. 600 8 New N.Commerce St. N. 111"St. Northside Dr. 700 8 New N.Main St, N. 10'"St. Northside Dr. 1600 24 Relocation N. 71"St. N.Main St. N.Commerce St. 400 8 Replacement Northside Dr.Phase 1 N. Main St. Trinity River 2200 24 Replacement Total Water 14,200 EA1-1 Name Alignment Along From To Approximate Size Relocation, Length(ft) (in) Replacement or New Sanitary Sewer M-54,54R- N.Calhoun St. 7+60=8+00 33+00 1900 24/18 Relocation L-1111 N.Commerce St. 5+70 9+73E 600 8 Relocation L-1099 N.Houston St. 7+47=16+26 13+50 1000 12 Relocation L-2842 N.Throckmorton St. 5+00 11+97E 700 8 Relocation M-545' NE of SH-199 110+00 121+00 1300 66 Relocation L-4832 Woodward St. 0+20E 2+OOE 600 8 Relocation L-2921 White Settlement Rd. 0+00 3+73 700 8 Relocation L-4557/4457 Trinity River at SH-199 0+00 6+25E 900 8 Relocation Bridge L-6099 W.of FWWRR 0+12 12+07E 1200 12 Relocation L-1898 Greenleaf St. 1+73 29+33E 1700 12 Relocation L-2729 S.of White Settlement Rd. 0+00 6+11 650 8 Relocation L-2727 Whitmore St. 0+00 4+72 2000 12/8 Relocation L-2749 Weisenberger St. 0+00 3+00 400 8 Relocation L-3949 Tillar St. 17+00 25+06 1400 8 Relocation Total Sanitary Sewer 15,050 The following utilities, as shown in Attachments E-1 — E-7, are not along the proposed relocation alignments listed above, but are anticipated to be abandoned for the TRV area projects: Cdt70rdl _:.. r Name Alignment Along From To Approximate Size Abandon Length(ft) (in) Water White Settlement Rd. Adolf St. N.Commercial St. 2100 16 Abandon Green Leaf St. White SRedttlement Kansas St. 700 30 Abandon Arthur St. White SRedttlement Kansas St. 700 6 Abandon N.Commercial St. White SRedttlement Kansas St. 700 6 Abandon N.Commercial St. SH-199 200'South 200 4 Abandon SH-199 Cullen St. Future Connector 2700 6 Abandon Police and Fire Training 1700 8 Abandon Facility N.Throckmorton St. N.8°i St N.6'St. 800 6 Abandon N 7'St. N Throckmorton St N Houston St. 300 6 Abandon N.Houston St. Refinery N Main St. 700 8 Abandon Refinery N Houston St. N Main St. 400 8 Abandon N.Main St. FWWR Refinery 1200 12 Abandon Total Water 12,200 EA1-2 4 t XI Ifin.. Name Alignment Along From To Approximate SizeLength(ft) (in) Abandon Sanitary Sewer L-1111 N.Commerce St. 0+00 6+00 600 8 Abandon L-2958 N.Commerce St. 0+00 5+00 500 8 Abandon M-9 N.8'St. 3+29 11+29 800 15 Abandon L-2329 N.Houston St. 0+00 4+20 420 8 Abandon L-924 N.Throckmorton St. 0+00 8+00 800 8 Abandon L-1099 N.Houston St. 0+00 9+45 945 10 Abandon M-248 N.71 St. 4+75 9-45 1200 54 Abandon L-2842 N.Throckmorton St 0+00 7+00 700 8 Abandon M-132 N.4t'St./White Settlement Rd. 10+76 49+68 4200 24 Abandon L-4320 Calvert St, 0+00 4+82 482 6 Abandon L-3683 Hwy. 199 0+00 10+75 1075 8 Abandon L-3777 S.of White Settlement Rd. 0+00 2+37 237 8 Abandon L-4735 W.of Commercial 0+00 5+50 550 6 Abandon L-2921 S.of White Settlement Rd. 0+00 2+37 237 8 Abandon L-4734 W.of Arthur St. 0+00 5+50 550 8 Abandon L-9185' Calvert St. 0+00 6+20E 700 8 Abandon L-1894 FWRR 0+00 9+35 935 10 Abandon Total Sanitary Sewer 14,931 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A—PRE-ENGINEERING 1. Initial Data Collection and Field Investigation A. Data Collection The CITY will be responsible for making information, upon which the ENGINEER may rely, available to the ENGINEER for review and production. The ENGINEER will prepare a data collection log that includes data collection request, date of request, date obtained and data collection items that remain outstanding. The scope for data collection is as follows: 1. TRV Information —The CITY and Trinity River Vision Authority (TRVA) will provide the ENGINEER with the following information for the ENGINEER's review: a. CITY and TRV partners contact information and the organizational structure for each project team. b. Preliminary Environmental Impact Statement (EIS) Utility relocation analysis conducted by the US Army Corps of Engineers. c. Available relevant documents showing the components of the TRV — Central City Project and dependent design and construction projects. EA1-3 d. Previous studies and master plan documents for the TRV. e. Other data, information or reports that the TRVA or partners have on file that may aid in the development of the project management plan and schedule. f. Provide guidance in the development of the project management plan concepts, scheduling and alternative evaluation, design plans, and construction documents. g. Provide Segment, right-of-way, building demolition, and environmental remediation schedules including critical paths, intermediate submittals, letting, and construction start dates. 2. Record Drawings — The CITY will assist the ENGINEER in identifying and providing available record drawings related to infrastructure improvements within the study area for completed water and sanitary sewer rehabilitation or improvement projects, as well as any roadway or storm water projects that will require water or sanitary sewer replacement or relocation improvements projects. 3. Maps — The CITY will assist ENGINEER in acquiring the CITY's existing digital maps. Maps should include the following: a. Block or R.O.W. maps b. Utility maps (water, sewer, and storm sewer) in GIS format c. Contour maps with contour intervals of 5 feet based on the source data available from the CITY. Contour intervals will not be greater than 10-feet. d. The CITY will provide the ENGINEER with the most recent aerial photography of the study area that was prepared by the TRV partners. 4. Metering from facilities — The CITY will assist ENGINEER in acquiring the CITY's historical water compensation data available regarding metering of the major facilities (4-inch and larger meters) within the Downtown and TRV areas. Data will be monthly consumption for one year. The ENGINEER will provide the CITY with a list of meters and the location where data is to be obtained. 5. Street/Roadway/Transportation Improvements — The CITY will assist ENGINEER in acquiring the CITY's list of completed, in progress and planned (next 2 years) Street/Roadway reconstruction, or overlay projects. The information should contain the date of completion or project start date for locations within or adjacent EA1-4 to the study areas. 6. Water Main Breaks — The CITY will assist ENGINEER in acquiring the CITY's historical information on water main breaks in the study areas. The location, water line size, water line material, and the nature of the break will be provided for each instance. The CITY will provide this data in a digital data base format. 7. Flow and Pressure Data — The CITY will assist ENGINEER in acquiring the CITY's existing pressure recorder and flow data for the study area. Data should be generally provided on either 24 hour or 7 day circular charts. 8. Water System Improvements — The CITY will assist ENGINEER in acquiring the CITY's list of completed, in progress, and planned (next 2-5 years) water system improvement and rehabilitation projects within the study areas. The CITY will provide the nature of the project and completion date for completed projects or the projected construction start date for planned projects. 9. Fire Protection —The CITY will assist ENGINEER in acquiring the CITY's fire code requirements for the building classifications within the study areas. The CITY will provide access to any requirements that are specific only to the CITY. 10. Pumping Data —The CITY will assist ENGINEER in acquiring the CITY's pumping data form the Holly and transfer data to the Eastside II, Northside II, Westside II, and Southside II Pressure Planes. Pumping data will include flow and total dynamic head, in hourly increments, for the seven (7) days surrounding the peak day demand of the years 2006 and 2007. 11. Tank Data — The CITY will assist ENGINEER in acquiring the CITY's tank level data from the Como, Southside, and Northside storage facilities. Data will include tank levels, in hourly increments, for the seven (7) days surrounding the peak day demand of the years 2006 and 2007. 12. Modeling — Upon the request of the ENGINEER, the CITY will provide a copy of the CITY's most current Water Distribution Model for the Holly Pressure Plane. 13. Sanitary Sewer System Improvements — The CITY will assist ENGINEER in acquiring the CITY's list of completed, in progress, and planned (next 2-5 years) sanitary sewer system improvement and rehabilitation projects within the study areas. The CITY will provide the nature of the project and completion date for completed projects or the projected construction start date for planned projects. 14. Sanitary Sewer Overflow — The CITY will assist ENGINEER in acquiring the CITY's historical information on sanitary sewer overflows in the study areas. The EA1-5 location, sanitary sewer line size, sanitary sewer line material, and the cause of the overflow will be provided for each instance. The CITY will provide this data in available format. 15. Sanitary Sewer Inspection Report and Video —The CITY will assist ENGINEER in acquiring the CITY's existing sanitary sewer inspection reports and videos in the study areas. The CITY will provide a hard copy of the inspection report and a CD of the video for each line. 16. Deliverables a. The ENGINEER will submit the data collection log to TranSystems Corporation (TranSystems) to be included in the monthly progress reports. B. TRV and Downtown Area Facilities Data Collection for the Water System Analysis 1. Information gathering workshops — The ENGINEER will prepare for and will facilitate workshop meetings to facilitate gathering of information from twelve (12) facilities in the study area. Meetings will include ENGINEER's project team, representative from the CITY, and stakeholder from each facility. The ENGINEER will provide an overall exhibit of the proposed improvements in the study area and twelve (12) 11" X 17" copies of the same exhibit, as well as a data request letter, as stated in the subsequent section, to present at each facility workshop. Individualized exhibits for each facility are not included in this Scope of Service. Preparation of such will be considered Additional Services. The CITY will be responsible for arranging the meeting, initial contact with each facility stakeholder and participating in meetings. The ENGINEER will prepare and distribute meeting notes from the meetings. The ENGINEER will attend one (1) meeting for each of the facilities for a total of twelve (12) information gathering meetings. 2. Meeting preparation — the ENGINEER will prepare a letter requesting a meeting with each of the facilities. The letter request will include a description of the project, the intent of the project and a list of data needed to complete the project. The ENGINEER will also create a data log to verify data collection. The ENGINEER will rely on information provided by each facility. Information to be provided by each of the facilities, if available, includes: a. Water service connection size, location, meter layouts, and backflow prevention. This will include all domestic, fire and irrigation services. The facility will also provide the location of the boilers and evaporators. b. Type of pressure maintenance/booster facilities for each multi-story building EA1-6 and should include both domestic and fire systems. Information should include size and location of system. c. Projected Facility Growth — Each facility will provide its projected growth and future water needs, including any new meter locations to the ENGINEER. If a facility fails to provide this data, the information will be provided by the CITY. Calculations for projected growth and water demands by the ENGINEER will be Additional Services. d. Historical Problems — Collect information on historical water service problems including low pressure, temporary loss of service, water quality problems, and lack of fire protection capacity. e. List of essential services — Each facility will provide a list of essential and non- essential services. 3. Services provided by the CITY — include coordination with the facilities to setup meeting dates and locations. The CITY will provide CITY personnel to attend the meetings. 4. Deliverables a. The ENGINEER will provide a letter request for each facility. b. The ENGINEER will produce one (1) 24" X 36" exhibit and a total of twelve (12) 11" X 17" copies of the same exhibit for use at the information-gathering workshops. c. The ENGINEER will prepare and distribute meeting notes for each meeting. C. TRV and Downtown Area Facilities Field Investigations for the Water System Analysis Water system data review will include an observation of the identified existing water system infrastructure. To conduct the general field verification, the ENGINEER will review existing maps, the Level B subsurface utility engineering (SUE) provided by others, and the GIS map update provided by the CITY. The ENGINEER and CITY personnel will conduct the field verification to review the valve, hydrant, and line locations and identify areas where water system infrastructure is different than indicated on existing City of Fort Worth water utility maps. The information will be recorded on aerial photography provided by the CITY, which will be relative to streets and other ground information. The CITY will provide personnel who are familiar with the study area for verification of data including visual observations. E.i-7 1. Transmission Infrastructure a. Transmission Infrastructure will include water lines 24-inches in diameter and greater. The ENGINEER has identified approximately 60,000 LF of transmission facilities within the study area. Although these transmission facilities are a critical component of the water system, they will not be the primary focus of the investigation. The transmission portion of the field investigation is projected to be conducted at a rate of approximately 10,000 LF per day. Information that will be obtained will include verification of water line locations relative to the existing water maps. The size of the water lines will be recorded as shown on the existing water maps, unless field observation yields conflicting information. Any such conflicts will be noted by the ENGINEER, but will be the responsibility of the CITY to resolve. The water line material will also be verified when possible from main break history, and as determined to be reasonable necessary to assist in diagnosing system problems. Valve and fire hydrant locations will be noted, as well as existing pressure plane boundaries as identified by CITY personnel. 2. Pressure and Flow Tests Additional pressure and flow testing is likely to be necessary in certain areas within the study area. The CITY is responsible for providing personnel to conduct these tests at locations designated by the ENGINEER. Pressure data should be recorded on either 24 hour or 7 day circular charts. The CITY will be responsible for providing system operational data during the time that the pressure monitoring is taking place, and such data will include ground and elevated storage tank levels, as well as flow and pressure data for the pump stations. 3. Services provided by the CITY — The CITY will provide personnel for field investigation who are familiar with the distribution system in study area. The CITY will provide personnel to operate valves. The ENGINEER will not operate any valves. The CITY will also provide personnel to perform flow test and pressure monitoring. 4. Deliverable—There are no deliverables for this task. 5. Meetings —The ENGINEER will prepare for and attend one (1) progress meeting to be conducted during the field investigation. D. Coordination with Other Utilities The ENGINEER will coordinate with TranSystems to obtain the plans for any proposed relocations or adjustments to the existing franchise or CITY owned utilities EAl-8 within the project limits. The ENGINEER will show the location of the proposed water and sanitary sewer lines, existing utility lines, and adjustments and/or relocation of the existing lines within the project limits. 2. Utility System Map in GIS Format A. The ENGINEER will provide the CITY with the locations for the updates to the CITY's GIS mapping. The updates to the GIS mapping will be performed by the CITY. B. Services provided by the CITY—The CITY will update their GIS mapping for the area provided by the ENGINEER. The CITY will provide the ENGINEER with the updated GIS maps for use in the Water System and Sanitary Sewer Analysis tasks. C. Deliverables — The ENGINEER will provide the CITY with a marked up map for any changes or updates to the GIS maps that the ENGINEER determines from the Water System and Sanitary Sewer Analysis tasks. 3. Water System Analysis and Evaluation Water System — This task includes the analysis of the water system within the Holly pressure plane to determine its ability to provide a reliable water source. The analysis will also provide recommendations to improve existing reliability and to provide guidelines for improvements to sustain reliability as growth continues in the area. The water system analysis will be performed in two sections: Pressure Plane Water System Infrastructure ■ Trinity River Vision (TRV) — Central City, Cultural District and Downtown Facility Infrastructure A. Pressure Plane Water System Infrastructure The pressure plane water system infrastructure consists of an analysis of the water system's capability within the Holly pressure plane to provide adequate capacity and reliability to the TRV, Cultural District, and Downtown areas. The water system infrastructure to be analyzed includes pumping, ground storage, elevated storage and transmission. Analysis of these components is not for the purpose of providing a master plan for the entire Holly pressure plane, but to evaluate the relationship of the pressure plane's components and their function in serving the TRV, Cultural District, and Downtown Areas. The analysis of the pressure plane infrastructure components includes the following: EA1-9 1. ENGINEER will utilize design criteria for pressure, pumping, storage and transmission. Criteria from the Water System Master Plan and the 2006 Fort Worth Distribution Manual will be used. 2. ENGINEER will prepare a pressure plane model. The ENGINEER will convert the CITY's 2005 Water Distribution Model for the Holly pressure plane into the ENGINEER's current modeling software. The ENGINEER may rely on the data associated with the 2005 Water Distribution Model for water main sizes as updated by this study or provided by CITY, elevation and demand distribution. The ENGINEER will add 12-inch and larger water lines within the identified study area that are not contained in the CITY's model and are verified in the field investigation. The ENGINEER may also elect to include smaller than 12- inch lines, if they complete loops within the TRV Area or they are adjacent to a large water customer defined as customers with 4-inch or larger meters. The ENGINEER may scale the demand data uniformly in accordance with the data associated with the 2005 and 2006 pumping and storage data. The ENGINEER may also adjust the demand of the large water customers based on 2006 meter data. 3. ENGINEER will convert pipe and demand information prepared as part of the Medical District Evaluation into the CITY's 2005 Water Distribution Model for the Holly pressure plane. The update will include recently constructed water lines in the Medical District as well as water lines planned to be constructed in the future. 4. The ENGINEER will obtain 2006 meter records for the six major medical facilities in the Medical District from the CITY to determine whether demands used in the model need to be updated. 5. The ENGINEER will prepare current demand and future conceptual demand projections based on the information provided in Data Collection and the established design criteria. 6. ENGINEER will prepare an exhibit locating pumping, storage, and transmission infrastructure for the Holly pressure plane. 7. ENGINEER will evaluate pumping, storage and transmission facilities' roles in serving the TRV, Cultural District, and Downtown areas for the Holly pressure plane. 8. ENGINEER will evaluate pumping, storage and transmission reliability and redundancy utilizing Maximum Day and Maximum Hour plus Fire Flow EAI-10 conditions. Identify critical infrastructure for providing service to the TRV, Cultural District, and Downtown areas. 9. The ENGINEER will evaluate the system's ability for any given transmission segment to be out of service and to continue to provide reliable service to the TRV, Cultural District, and Downtown facilities. 10. The ENGINEER will make recommendation for improvements including new transmission mains and insertion of valves. The ENGINEER will identify improvements that relieve existing deficiencies as well as improvements that provide for future growth. 11. Prepare opinions of probable construction costs for recommended improvements and recommend schedule for improvements to be in service. Cost projections will be based on an agreed upon dollar per foot price for each pipe size. 12. Services provided by the CITY—Attend progress meetings. 13. Deliverables — Five (5) copies of one (1) Exhibit outlining existing facilities and recommended improvements and one (1) updated water system model in the ENGINEER's current modeling software format. 14. Meetings — The ENGINEER will prepare for and attend one (1) progress meeting. B. Trinity River Vision - Central City, Cultural District, and Downtown Facility Infrastructure The TRV and Downtown infrastructure involves evaluating the TRV, Cultural District, and Downtown area's large water customers' connections to the distribution system for domestic, fire and irrigation services. This evaluation will include: 1. Establishment of design criteria for each facility, minimum pressures for pressure maintenance facilities within each facility to operate properly. 2. Incorporate future demand projections as provided by facilities or the CITY 3. Evaluate service, size and connectivity for each facility. 4. Provide recommendations for improvements to meet deficiencies as established by the design criteria and improvements to allow for future growth of the facility. 5. Services provided by the CITY-Attend meetings. EAl-11 6. Deliverables - Five (5) copies of a memorandum outlining the design criteria to be used in the area and recommendations for improvements to meet deficiencies and future improvements and future project implementation. 7. Meetings - Prepare for and attend three (3) meetings (kick-off meeting, progress meeting, and deliverables meeting). C. Development review assistance 1. Providing assistance for upcoming development projects in the TRV, Cultural District, and Downtown Areas. Based upon the recommended design criteria above, the ENGINEER will assist the CITY to help determine what infrastructure improvements will be required associated with proposed developments. The scope of services below is an example of services that could occur for each development review. Attachment B identifies the contract amount allocated for these services. Any services exceeding this amount will be Additional Services to this contract. As an example, the ENGINEER will: a. Review developer's water system analysis and input data into Holly water system model to analyze the impact of development to the existing water system, b. Prepare opinions of probable construction costs associated with the recommended infrastructure improvements, c. Attend Community Facilities Agreement (CFA) or Pre-Development Conference meetings when requested, and d. Review calculations associated with domestic and fire services for the proposed facilities. 4. Sanitary Sewer System Analysis and Evaluation Sanitary Sewer System — This task includes the sizing analysis of M-54R, M-439* and M- 545* in the Central City area and capacity analysis of M-1-1-1 and M-248 exiting the Uptown area. The analysis will provide recommendations for sustaining growth and improved reliability. EA1-12 A. M-54R, M-439* and M-545* Mains M-54R, M-439* and M-545* are the three sanitary sewer mains that carry the majority of sanitary sewer from the western half of the CITY. The future bypass channel will conflict with these lines in both the horizontal and vertical directions, creating a potential siphon condition for these mains. The analysis of these mains includes the following: 1. Using the record drawing information provided by the CITY the ENGINEER will perform an initial field investigation, comparing record drawings with on-site conditions. Area photographs will be taken at this time. 2. The ENGINEER will utilize the CITY's Wastewater Collection System Master Plan (2000-2020) flow projections to establish an initial benchmark for capacity evaluation of said lines. 3. The ENGINEER will provide temporary flow monitoring to compare with flow projections from the CITY's Wastewater Collection System Master Plan. The monitoring will include: a. Identification of four locations to place flow meters. b. Identification and placement of three (3) temporary rainfall monitors in the general area of the flow meters to capture rainfall events in the area that may affect the flow measurements. c. Monitor flow reading for 60 days. 4. After the flow monitoring is complete the ENGINEER will analyze the gathered data and develop tabular and graphical summaries. The data will include: a. Measured rainfall data by rain gauges. b. Dry weather flow tabular summary and hydrographs. c. Wet weather flow tabular summary and hydrographs 5. The ENGINEER will perform hydraulic calculations for both the gravity mains and potential siphons in the area of relocation. Based on these calculations main sizes will be selected. EAl-13 6. The ENGINEER will make recommendations for improvements. The ENGINEER will identify improvements that relieve existing deficiencies as well as improvements that provide for future growth. 7. Prepare opinions of probable construction costs for recommended improvements and recommend schedule for improvements to be in service. Cost projections will be based on an agreed upon dollar per foot price for each pipe size. 8. Prepare exhibit to accompany the hydraulic calculations. 9. Services provided by the CITY—Attend meetings. 10. Deliverables a. Five (5) copies of one (1) exhibit outlining existing facilities and recommend improvements. Five (5) copies of one (1) memorandum showing the hydraulic calculations. Two (2) copies of one (1) Flow Monitoring Report. 11. Meetings — The ENGINEER will prepare and attend three (3) meetings (kick-off meeting, progress meeting, and deliverables meeting). B. M-1-1-1 and M-248 Mains M-1-1-1 and M-248 will be the mains that carry the sanitary sewer discharge from the Uptown area. Evaluating the current and future capacities of these mains will be vital to serving the re-development of the area. This evaluation will include: 1. Incorporate future demand projections as provided by facilities or the CITY. 2. Evaluate service, size and connectivity for each facility. 3. Provide recommendations for improvements to meet potential deficiencies as established by the design criteria and improvements to allow for future growth of the facility. 4. Services provided by the CITY-Attend meetings. 5. Deliverables a. Five (5) copies of a memorandum outlining the design criteria to be used in the area and recommendations for improvements to meet deficiencies and future improvements and future project implementation. EA1-14 6. Meetings - Prepare for and attend three (3) meetings (kick-off meeting, progress meeting, and deliverables meeting). C. Development review assistance 1. Providing assistance for upcoming development projects in the TRV and Downtown Areas. Based upon the recommended design criteria above, the ENGINEER will assist the CITY to help determine what infrastructure improvements will be required associated with proposed developments. The scope of services below is an example of services that could occur for each development review. Attachment B identifies the contract amount allocated for these services. Any services exceeding this amount will be Additional Services to this contract. As an example, the ENGINEER will: a. Review developer's sanitary sewer analysis and input data into drainage basin to analyze the impact of development to the existing system, b. Prepare opinions of probable construction costs associated with the recommended infrastructure improvements, c. Attend Community Facilities Agreement (CFA) or Pre-Development Conference meetings when requested, and 5. Mitigation Area Grading Analysis As part of the flood control portion of the Trinity River Vision project the U. S. Army Corps of Engineers (USACOE) has identified several flood storage areas for mitigation. Several of the areas appear to be adjacent to or over the top of the following sanitary sewer lines: M-181A, M-131, M-245, M-245Px, M-389, M-126, M-199-B-R, M-217 REHAB, M-172, M-279, M-24513, and L-7084. A. The ENGINEER will conduct a study comparing the elevation of the said sanitary sewer lines with the proposed grading plan for the mitigation areas. As part of these services the ENGINEER will: 1. Obtain grading plans from the USACOE. 2. Compare top of pipe elevations to the grading plans. 3. Develop list of potential conflicts. The identified lines will be incorporated into the Routing and Alignment Study in Task 6 below. EAl-15 4. Prepare an exhibit showing the conflict areas along with the existing sanitary sewer lines. 5. Services provided by the CITY-Attend meetings 6. Deliverables a. Two (2) exhibits showing the conflict areas along with the existing sanitary sewer lines. 7. Meetings - Prepare for and attend three (3) meetings (kick-off meeting, progress meeting, and deliverables meeting) 6. Routing and Alignment Study The ENGINEER will perform a routing and alignment study for the proposed water and sanitary sewer lines as shown in the table below. Name Alignment Along From To Approximate Size Relocation, Length(ft) (in) Replacement or New Water White Settlement Rd. Adolf St. Rupert St. 550 8 Relocation Adolf St. White Settlement Rd Whitmore St 300 8 Relocation Greenleaf St. Dakota St. Kansas St. 550 16 Relocation Kansas St. Greenleaf St. Viola St. 800 16 Relocation Viola St. Kansas St. White SRedttlement 800 16 Relocation SH-199 White Settlement Rd Future Connector 550 8 Relocation N.Commerce St. N.7'St. Northside Dr. 4200 24/20 Relocation N.Main St. N. 10'St. Northside Dr. 1600 24 Relocation Northside Dr.Phase 1 N. Main St. Trinity River 2200 24 New Total Water 11,550 Sanitary Sewer M-54,54R' N.Calhoun St. 7+60=8+00 33+00 1900 24 Relocation M-545" NE of SH-199 110+00 121+00 1300 66 Relocation M-439' Clear Fork Trinity River 11+00 34+00 3050 54 Relocation L-4557/4457 Trinity River at SH-199 0+00 6+25E 900 8 Relocation Bridge Total Sanitary Sewer 7,150 A. The ENGINEER will conduct a routing study which will consider two (2) possible routes for each water and sanitary sewer line. The routing study will be based upon the 30% plan submittal for the TRV improvements for the bridges, channel, mitigation EA1-16 areas, isolation gates, dams, and water features. Revisions to the routing study due to conflicts arising from changes in the final design of the TRV improvements will be considered an Additional Service. In the ENGINEER'S evaluation of the routes, the following project elements will be considered: 1. Probable construction cost 2. Project schedule 3. Easement/right-of-way requirements 4. Constructability 5. Accessibility for maintenance 6. Routing impacts on corrosion protection systems 7. Environmental consideration 8. Geologic considerations—topographic considerations 9. Conflicts with other existing and proposed utilities 10. Conflicts with other TRV improvements (Bridges, Channel, Dam, Isolation Gates, Mitigation Areas, and Canals) 11. Hydraulics B. The ENGINEER will prepare an exhibit with both alignments, or an exhibit for each alignment. The exhibit will contain: the proposed and recommended alignments of the proposed water and sanitary sewer lines, the alignments of the existing water and sanitary sewer lines, approximate property boundaries, potential easements, accessibility and maintenance, opinion of probable construction costs (OPCC), hydraulics, and other conflicts. The exhibit will be prepared with an aerial photograph, provided by the CITY as the base. C. Services to be provided by City 1. Attend progress meetings. 2. Review and provide comments of the routing and alignment study. EA1-17 D. Deliverables 1. Five (5) copies of the exhibits of the recommended water and sanitary sewer routes. E. Meetings 1. The ENGINEER will conduct one kick-off meeting with representatives of the CITY. This meeting will summarize the issues, establish project stakeholders and begin the process of route selection. Conducting this meeting will involve preparing exhibits, agendas and handouts and documenting comments. 2. Routing and Alignment Review Meetings — The ENGINEER will prepare for and conduct two (2) review meeting to receive comments on the routing and alignment exhibits. 7. City Utility Relocation Project Management A. Coordination Meetings 1. The ENGINEER will attend monthly Management Team meetings with the CITY for project coordination. The ENGINEER will attend these meetings through the completion of final design of the project and is anticipating thirteen (13) total meetings for this project. 2. The ENGINEER will attend semi-monthly (every other week) TRV Project Team meetings with the CITY and TRV partners for project coordination. The ENGINEER will attend these meetings through the completion of final design of the project and is anticipating twenty six (26) total meetings for this project. 3. The ENGINEER will attend quarterly progress meetings with the CITY and the TRV partners' design engineers for project coordination. The ENGINEER will attend these meetings through the completion of final design of the project and is anticipating four(4) total meetings for this project. 4. The ENGINEER will attend monthly utility coordination meetings with the CITY and the TRV partners' design engineers for project coordination. The ENGINEER will attend these meetings through the completion of final design of the project and is anticipating thirteen (13) total meetings for this project. 5. The ENGINEER will attend semi-monthly (every other week) design coordination meetings with the CITY to review the status of the project. The ENGINEER will EA1-18 attend these meetings through the completion of the project and is anticipating twenty six (26) total meetings for this project. 6. The ENGINEER will conduct the following for the public meetings: a. Six (6) meetings with property owners to discuss the proposed project i. The ENGINEER will prepare one (1) exhibit, attend, and provide meeting notes for each meeting ii. The CITY will notify the property owner and attend each meeting b. Two (2) neighborhood meetings for each bid package (one during design and one prior to construction) for a total of four(4) meetings i. The ENGINEER will conduct one (1) meeting with the CITY to develop a strategy for the implementation, notification, communication, presentation, and follow-up for the neighborhood meetings ii. For each meeting, the ENGINEER will notify the property owners, prepare one (1) exhibit, conduct, and prepare meeting notes iii. The CITY will attend the meetings and assist the ENGINEER in identifying the properties owners to attend the meeting and providing a meeting location for each meeting c. One (1) neighborhood meetings associated with the other TRV improvements i. For each meeting, the ENGINEER will notify the property owners, prepare one (1) exhibit, attend, provide staff to assist during the meeting, and prepare meeting notes ii. The CITY will attend the meetings and assist the ENGINEER in identifying the properties owners to attend the meeting and providing a meeting location for each meeting B. Schedule 1. The ENGINEER will develop a Gantt chart schedule in Microsoft Project that identifies the critical path(s) and includes the following: a. Initial Data Collection and Field Investigations EAl-19 b. Utility System Map in GIS Format c. Water System Analysis and Evaluation d. Sanitary Sewer System Analysis and Evaluation e. Routing and Alignment Study f. City Utility Relocation Project Management g. Water and Sanitary Sewer Relocations (Conceptual Engineering, Easement/Rights-of-Way Acquisition, Preliminary Engineering, Final Engineering Design, Bidding, and Construction) h. Water and Sanitary Sewer Abandonment i. TRV Improvements (provided by others) i. Storm Drain Analysis ii. Storm Drain Relocations (Conceptual Engineering, Easement/Rights- of-Way Acquisition, Preliminary Engineering, Final Engineering Design, Bidding, and Construction) iii. Bridge, channel, dam, isolation gates, and mitigation areas (30% submittal, 60% submittal, 90% submittal, final submittal, letting, and construction) 2. The ENGINEER will update the schedule monthly through the design of the water and sanitary sewer relocations and quarterly through the construction phase. The schedule will be included in the progress reports and the ENGINEER is anticipating thirteen (13)total submittals. C. Deliverables 1. Progress Reports a. The ENGINEER will submit a monthly progress report to TranSystems to show the status of each task. The Progress Report will include a schedule by task delivered in Microsoft Project format. TranSystems will be responsible for submitting the progress reports to the CITY. b. The ENGINEER will submit monthly documentation of Fair Contracting and EAl-20 1 M/WBE participation to the CITY. c. The ENGINEER will prepare these reports through the completion of the project and is anticipating thirteen (13) total submittals for this project. 2. Narrative Report a. The ENGINEER will submit to TranSystems ten (10) copies of a narrative report and exhibits (11"x17") for the construction implementation plans based on the project's critical path with an analysis of current and anticipated problem areas or potential delaying factors. TranSystems will be responsible for compiling the ENGINEER's report into one document and submitting it to the CITY. The narrative report will include the following: i. Executive summary of the water system analysis and evaluation ii. Executive summary of the sanitary sewer analysis and evaluation iii. Executive summary of mitigation area grading analysis iv. Routing and alignment study v. Project schedule D. Services to be provided by City 1. Attend progress meetings. 2. Review and provide comments of the Project Schedule. 3. Review progress report. 4. Review and provide comments for the Narrative Report. EAI-21 1 PART -CONSTRUCTION PLANS AND SPECIFICATIONS Upon approval of Part A, Section 6, ENGINEER will proceed with the survey for the design of this project. The ENGINEER is anticipating that this part will be completed in two (2) separate bid packages. The following will be prepared for each segment: 1. Conceptual Engineering A. Surveys for Design 1. ENGINEER will perform field surveys for 25,400 LF of water and sanitary sewer lines 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. Survey services will be performed by the ENGINEER'S sub-consultant. Information gathered during the survey will include topographic data, elevations of the sanitary and adjacent storm sewers rim/invert elevations, location of buried utilities as marked on the surface, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: a. Obtain permission for surveying through private property. b. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 10' wide strip. In addition, locate the rear house corners and building corners in backyards. c. Profile existing water and/or sewer line centerline. 2. The ENGINEER will compile base plan from field survey data at 1" = 40' horizontal and 1" =4'vertical scale. 3. ENGINEER will provide a copy of the following Information upon request by the CITY: a. Plans, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services will 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. A copy of the survey field notes will also be provided to the CITY, if requested. The text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., will be provided in the American Standard Code for Information Interchange (ASCII) format, drawing files will be provided in MicroStation EAl-22 (DGN) or Autocad (DWG or DXF) format (currently Release 2007), or as otherwise approved in writing by the CITY, and data collected and generated during the course of the project will become the property of the CITY. b. The minimum information to be provided in the plans will include the following: i. Project Control Sheet, showing Control Points, used or set while gathering data. Generally on a scale of not less than 1:400. ii. The following information about each Control Point; a. Identified existing City monument, PK Nail, or 5/8" Iron Rod. b. Provide X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinates will be on CITY Datum only. c. Provide Descriptive Location of each Control Point. iii. Provide Coordinates on P.C.'s, P.T.'s, P.l.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. iv. No less than two horizontal control points, per right-of-way or easement location will be provided. v. Provide Bearings given on proposed centerlines, or baselines. vi. Provide Station equations when appropriate. vii. Obtain the "foot print" of properties where the sanitary sewer service line and/or water service are to be relocated or rerouted. 4. Public Notification and Personnel/Vehicle Identification a. Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter will be on company letterhead and will include the following: project name, limits, DOE project no., ENGINEER's project manager and phone no., scope of survey services and design survey schedule. The letter will be reviewed and approved by the CITY prior to distribution. b. When conducting site visits to the project location, the ENGINEER or any of its sub-consultants will carry readily visible information identifying the name of EA1-23 the company and the company representative. Company vehicles will also be readily identifiable. B. Subsurface Utility Engineering for Design 1. The ENGINEER will identify locations for Subsurface Utility Engineering (SUE) services along the route of the proposed water and sanitary sewer lines. Up to 32 locations of Level A and 7,500 LF of Level B SUE will be performed for this project. SUE services will be performed by the ENGINEER'S sub-consultant. Four different levels of SUE can be performed. The following is a description of each level of service that may be performed for SUE: a. Level D—Collect existing utility record information from utility purveyors, municipalities, counties, and other agency suppliers within the area of investigation. Typical utilities included are: primary electric, telephone, cable TV, fiber optic, gas, petroleum, water, sanitary sewer, and storm drain systems. b. Level C— Field locate and obtain horizontal position of visible utility surface features for the utility systems described within Level D. c. Level B— Indicate by marking with paint, the presence and approximate horizontal location of subsurface utilities using geophysical prospecting techniques, including electromagnetic, sonic, and acoustical techniques. i. The utility markings on the ground are to be used for design purposes only and not for construction. d. Level A— Location (Test Hole) Services: Locating the horizontal and vertical position of the utility by excavating a test hole using vacuum excavation techniques and equipment. In performing locating (test hole) services ENGINEER will: i. Excavate test holes to expose the utility to be measured in such a manner that uses reasonable professional effort to the safety of the excavation and the integrity of the utility to be measured. In performing such excavations, ENGINEER will comply with applicable utility damage prevention laws and coordinate with utility inspectors, as reasonably required. Excavations will be performed using specially developed vacuum excavation equipment that is non-destructive to existing facilities. If contaminated soils are discovered during the excavation process, the ENGINEER will notify the CITY. EA1-24 ii. Investigate, evaluate, measure and record a) actual depth to top of the utility and b) outside diameter of utility and configuration of non-encased, multi-conduit systems. iii. Furnish and install markers directly above the centerline of utility structure and in each excavated test hole. iv. Backfill around exposed facility using excavated materials. Excavations will be backfilled and compacted in lifts. Compaction will comply with permit requirements. v. Provide permanent restoration of pavement within limits of original cut. When tests holes are excavated in areas other than roadway pavement, these disturbed areas will be restored as reasonably possible to the condition that existed prior to excavation. vi. Evaluate and compare field information with utility information described in utility records and resolve conflicts. C. Geotechnical and Pavement Investigations 1. The ENGINEER will identify locations for geotechnical investigations along the routes of the proposed water and sanitary sewer lines. Up to twenty three (23) locations will be bored to depths ranging from 20-feet to 50-feet, approximately every 1,000-2,000 linear feet, depending upon their proximity to non-open cut areas. Soil samples from the approximate pipe depth will be forwarded to the ENGINEER's corrosion and tunneling sub-consultants. Geotechnical investigations will be performed by the ENGINEER's geotechnical sub-consultant. 2. The ENGINEER will recommend locations of pavement coring as determined to be reasonable necessary to determine pavement repair criteria. Pavement cores will be performed by the CITY. D. Corrosion Protection System The scope of services includes field investigations, laboratory testing, electrical continuity testing, current requirement testing, data analysis and reports to evaluate approximately 5,800 linear feet of the proposed 20-inch and 24-inch water lines along the proposed alignments for this project. 1. Document Review and Project Management This task consists of the preparatory services required in the office. The specific EA1-25 elements are as follows: a. The ENGINEER will review records for any history of corrosion related failures and/or operational problems, data from previous corrosivity studies and any existing corrosion protection records associated with the existing water lines. The ENGINEER will confirm the location of electrical isolation devices, if any. b. The ENGINEER will review the pipeline alignments with respect to crossings of foreign pipelines and paralleling utility systems. Existing cathodic protection systems and locations of foreign line test stations will be identified. Foreign pipeline crossings will be considered. c. The ENGINEER will evaluate the pipeline alignment for possible induced AC interference and the need for protection under fault conditions. d. The ENGINEER will review as-built drawings and specifications for the existing water lines with cathodic protection systems. The purpose of the review will be to determine current pipe depth, location of pipeline features and to select field sites for testing. e. The ENGINEER will review previous test results on the existing water lines to assure incorporation of the earlier data in the evaluation. f. The ENGINEER will assess the need for additional test facilities on the existing water lines. This analysis will then be confirmed during the very early stages of the field survey. 2. Cathodic Protection Field Survey a. The ENGINEER will obtain soil resistivity measurements at intervals not to exceed 2,000-feet using ASTM G-57-95. The measurements will be taken to depths of 5, 10, and 15-feet. b. The ENGINEER will test soil samples for moisture content, pH, chloride ion and conductivity. Water samples will be similarly tested with the addition of sulfate ions. c. The ENGINEER will create dimensional field sketches of possible locations for cathodic protection anodes. Locations of secondary AC service and sites for the installation of power supplies will be noted. EAl-26 3. Data Analysis and Lab Services a. The ENGINEER will evaluate soil resistivity test data including the use of Barnes Layer techniques for determining resistivities of the soil layer where the water lines are to be installed. b. The ENGINEER will test soil samples in the laboratory for moisture content, pH, chloride ion concentration, sulfide ion concentration and conductivity. Water samples will be similarly tested, with the exception of moisture content. Sulfate ion concentrations will be determined for water samples as well. c. The ENGINEER will tabulate and analyze AC and DC interference test data using computer models. d. The ENGINEER will compile data and analyze the conditions for galvanic and electrolytic corrosion along the proposed pipeline route will be performed. 4. Corrosion Protection Design Following the analysis of the electrical data and the soil test results, corrosion protection and AC/DC interference mitigation requirements will be defined for 3 pipe types (ductile iron, welded steel pipe, and concrete pipe) for the proposed water lines. Design criteria will include minimizing the impact of the severe soil stresses in the area and a preference for sacrificial anode versus impressed current cathodic protection. Specific design deliverables will include: a. Recommendations for protective coatings based upon AWWA standards for the proposed water lines. b. Prepare a report that documents test data, analysis and an opinion of probable construction cost for cathodic protection and interference control systems. E. Environmental Site Assessment Services The scope consists of the following tasks to be conducted to assess the extent of contamination along 21,900 linear feet of the proposed water and sanitary sewer alignments: 1. ENGINEER will review the existing environmental documents and reports concerning contaminated properties within TRV Uptown area and prepare field services plans for soil and groundwater data acquisition. EAI-27 2. The ENGINEER will prepare access agreements from the CITY, State of Texas or landowner (whichever is applicable) for sampling. These agreements will be needed to gain access the property for the purpose of conducting the sampling operations. DIGTESS will also be contacted prior to conducting the investigations. 3. The ENGINEER will manage the acquisition of 210 soil and 12 groundwater samples. Once the samples have been collected, they will be transported to the laboratory for analysis. 4. Soil borings are expected to extend to ten feet below ground surface. Soils will be visually observed in the field by an environmental scientist and screened using a photoionization detector (PID). Suspect soil samples will be collected in the laboratory-supplied containers, stored on ice and logged on a chain of custody document. Soils will be shipped to the independent environmental laboratory for analysis. 5. The ENGINEER will prepare a soils management report that documents the results of the investigations. 6. The ENGINEER will prepare documents and specifications for the environmental action plan to be included in the final design phase of the construction documents. F. Trenchless Engineering The scope consists of the design of the four water and sanitary sewer crossings of the Trinity River (River) and proposed Channel anticipated for this project. 1. ENGINEER will review available site and geotechnical information and recommend locations for borings along the conceptual alignment, along with sampling and testing recommendations. 2. The ENGINEER will visit the site during the geotechnical investigations to observe the soils as they are sampled. 3. After reviewing the geotechnical report, the ENGINEER will prepare conceptual trenchless alignments for each crossing, including entry/exit locations based on typical equipment layout/work area and identify constraints. 4. The ENGINEER will prepare a list of technical specification sections for trenchless work. 5. The ENGINEER will prepare a technical memorandum summarizing the EA1-28 recommended trenchless construction approach for each crossing. The technical memorandum will include description of risks identified from the site visit and review of available information, recommendations of the applicable trenchless pipeline construction methods, shaft construction methods (where applicable), and pipe line material options; conceptual level opinion of probable construction costs and construction schedule; typical work area requirements and equipment layout. G. Conceptual Design Coordination Meetings 1. ENGINEER will attend and document meetings, to discuss and coordinate the conceptual design with the following: a. One (1) meeting with the CITY to review the conceptual engineering plan prior to the submittal of the conceptual engineering plan to the CITY. b. Two (2) meetings with each of the TRV Segment consultants for a total of four (4) meetings. c. One (1) meeting with the CITY at completion of the CITY'S review of the conceptual engineering plans. The CITY will direct the ENGINEER in writing to proceed with Preliminary Design. 2. Preliminary Engineering Upon approval of Part B, Paragraph 1.G.1.c., 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 sanitary sewer with plan view only (profile will be completed in Final Design) and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves and other pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership will be provided on the plan view. C. For sewer lines, pipelines scheduled for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph 1. Conflicts will be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets will reference affected or adjacent streets. Where open-cut construction is anticipated, below and above ground utilities will be EA1-29 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 to determine if any future improvements are planned that may impact the project. E. The design route for sewer service line reroute/relocation will be provided if the flow line elevation of the sewer service can be determined from the cleanout location. If elevations cannot be determined during the design survey, the ENGINEER will identify location for additional SUE Level A service to provide locations. Service line relocations on L-2727, and L-2749 will require the ENGINEER to provide the following: 1. Right of Entry request to the property owner. 2. Additional private property survey. 3. CCTV up to 2,000 linear feet of existing sanitary sewer line to determine the number and location of the existing services. 4. Field investigation and review of the survey. 5. Preliminary routing of the service lines 6. Exhibit for the City to review the routes. 7. Incorporate service line route plan into the final sewer line design plans. F. The ENGINEER will make provisions for reconnecting water and/or sanitary sewer service lines which connect directly to any main being replaced, including replacement of existing service lines within CITY right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate service lines which are connected to the existing main and connect said service lines to the relocated main. G. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-Section of the CITY'S specifications. These may include connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless details, and special service lateral reconnections. EA1-30 H. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the CITY. I. Utility Clearance Phase The ENGINEER will consult with the CITY'S Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design CITY facilities to attempt to avoid or reduce conflicts with existing utilities. The ENGINEER will deliver a maximum of 13 sets of approved preliminary construction plans to the CITY'S Utility Coordinator for forwarding to the utility companies, which have facilities within the limits of the project. J. Preliminary Construction Plan Submittal 1. The ENGINEER will prepare the preliminary plans and specifications based on the approved schedule by the CITY. For this contract, the ENGINEER will prepare six (6) preliminary plans and specifications submittals. 2. For each preliminary plan submittal, the ENGINEER will deliver two (2) sets of preliminary construction plans and two (2) sets of technical specifications to CITY for review. The ENGINEER will prepare 22"x34" preliminary plan sheets at a scale of 1"=40' horizontally and will contain the following: a. Cover Sheet b. Sheet Index c. Water and Sanitary Sewer General Notes d. Overall location map & sheet reference for water and sanitary sewer sheets e. Overall location map of existing water and sanitary sewer sheets EA1-31 ti f. Control Point location and description sheets g. Existing water and sanitary sewer lines to be abandon sheets h. Water and sanitary sewer alignment (plan view, single line only) sheets and will include the following: i. Location of appurtenances to include service valves, manholes, meters, change in pipe size, fire hydrants, cleanouts, bores, connections to existing utilities, and other structures. ii. Preliminary stationing iii. Dimensions for right-of-way and water and/or sanitary sewer lines location relative to the right-of-way iv. Identify utilities and appurtenances to be abandoned or removed V. North arrow and scale vi. CITY map reference number vii. Match line locations viii. Survey information ix. Proposed easements X. Proposed improvements by others i. Detail sheets i. Applicable Standard Fort Worth Water, Sanitary Sewer, and Pavement Repair Details 3. The ENGINEER will submit a preliminary opinion of probable construction cost with the preliminary plans submitted. K. Preliminary Design Coordination Meetings 1. ENGINEER will attend and document meetings, to discuss and coordinate the preliminary design with the following: EA1-32 � R a. One (1) meeting with the CITY to review the preliminary engineering plans prior to the submittal of the preliminary engineering plans to the CITY for each bid package for a total of two (2) meetings b. Two (2) coordination meetings with the TRV partners for each submittal for a total of four(4) meetings. c. One (1) meeting with the CITY at completion of the CITY's review of each preliminary plan submittal for a total of two (2) meetings. The CITY will direct the ENGINEER in writing to proceed with Final Design. 3. Easements/Rights-of-way The CITY will instruct the ENGINEER whether the CITY intends to pursue acquiring easements or right-of-way for the proposed water and sanitary sewer relocations. A. Easements/Rights-of-way Instrument Preparation The ENGINEER will survey and prepare legal descriptions and easement/right-of-way instruments on the parcels to be acquired. Legal descriptions will be prepared in accordance with the CIT's requirements for up to twenty three (23) parcels. The ENGINEER will provide these legal documents to the CITY or TranSystems for use in the appraisal, negotiation, closing, and filing of record phase of the acquisitions. B. Deliverables 1. Twenty three (23) easement/right-of-way instruments and fifteen (15) temporary construction easements. 4. Final Engineering Plan Submittal A. Final Construction Documents will begin after approval of Part B, Paragraph 2.K.1.c. Following CITY approval of the recommended improvements, the ENGINEER will prepare final plans and specifications and contract documents (each plan sheet will be stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans and construction contract documents to the CITY for review and final approval. Plan sets will be used for Part C activities. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in EA1-33 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. B. Corrosion Protection Design 1. The ENGINEER will provide specifications for pipe joint electrical continuity bonding, flange isolation, electrical isolation at cased crossings (for the proposed 20-inch and 24-inch water lines). Test stations, stray current interference mitigation at foreign pipeline crossings, AC interference mitigation, and cathodic protection. 2. The ENGINEER will submit drawings, as appropriate, in conjunction with each of the above listed specifications. Plan views of AC and DC interference mitigation and cathodic protection designs will be prepared. The locations of typical test stations and other cathodic protection or AC/DC interference mitigation devices will be scheduled and included in the drawings. 3. If the ENGINEER determines that additional cathodic protection is required for the existing water lines, these services will be Additional Services to this Contract. C. Final construction plan submittal 1. The ENGINEER will prepare the final plans and specifications based on the approved schedule by the CITY. For this contract, the ENGINEER will prepare six (6) final plans and specifications submittals. 2. For each final plan submittal, the ENGINEER will deliver two (2) sets of final construction plans and two (2) sets of the specifications and contract documents to CITY for review. The ENGINEER will prepare 22"x34" final plan sheets at a scale of 1"=40' horizontally and 1"=4' vertically. The plan sheets will contain the following information: a. Cover Sheet b. Sheet Index c. Water and Sanitary Sewer General Notes d. Project Specific Notes, By-Pass Pumping Requirements, and Shut Down and Sequencing Sheets EAl-34 e. Overall location map& sheet reference for water and sanitary sewer sheets f. Overall location map of existing water and sanitary sewer sheets g. Control Point locations and descriptions sheets h. Existing water and sanitary sewer lines to be abandon sheets i. Water and sanitary sewer plan and profiles sheets and will include the following: i. Location of appurtenances to include service valves, manholes, meters, change in pipe size, fire hydrants, cleanouts, bores, connections to existing utilities, and other structures. ii. Stationing iii. Dimensions for right-of-way and water and/or sanitary sewer lines location relative to the right-of-way. iv. Identify utilities and appurtenances to be abandoned or removed v. North arrow and scale vi. City of Fort Worth map reference number vii. Match line locations viii. Survey information ix. Proposed easements x. Proposed improvements by others j. Detail Sheets i. Applicable Standard Fort Worth Water, Sanitary Sewer, and Pavement Repair Details ii. Details developed specifically for this project, including air release and vacuum valves and vaults, cathodic projection system, tunneling, pipe assembly detail, blow off valve details, sanitary sewer manhole vaults, odor control facilities (including electrical plans if necessary) and other EAl-35 details required for construction of this project. k. Traffic Control Plans i. The ENGINEER will prepare approximately 60 traffic control details for the construction of the proposed water and sanitary sewer lines. I. Storm Water Pollution Prevention Plan (SWPPP) i. The ENGINEER will prepare two (2) storm water pollution prevention plans for the projects that disturb areas greater than one (1) acre. The SWPPP will be included in three separate bid packages. 3. The specifications and contract documents will include the following: a. Cover Sheet b. Notice to Bidders c. Comprehensive Notice to Bidders d. Special Instructions to Bidders e. Minority and Women Business Enterprises Specifications f. Proposal g. General Conditions h. Supplementary Conditions to Part C i. Special Conditions j. Additional Special Conditions k. Special Specifications I. Certificate of Insurance m. Contractor Compliance with Worker's Compensation Law n. Vendor Compliance to State Law EAl-36 o. Maintenance, Payment and Performance Bonds p. Contract q. Pavement Thickness Logs r. Geotechnical Bore Logs s. Easement Documentation 4. The ENGINEER will submit a final opinion of probable construction cost with the each final plan submittal. D. Water and sanitary sewer Permits 1. ENGINEER will prepare the plans and specifications for permits associated with this project and deliver them to TranSystems. TranSystems will be responsible for the permit application and submitting the permit application and plans to the appropriate agencies for approval. The ENGINEER anticipates submitting one (1) set of plans to TranSystems for each of the following agencies permits: a. Texas Department of Transportation (TxDOT) i. Permit 1 — plans for one water line and two sanitary sewer lines along SH-199 ii. Permit 2—plans for two water lines along N. Main Street b. US Army Corps of Engineers (COE) and Tarrant Regional Water District (TRWD) i. Permit 1 —plans for the following: 1. One sanitary sewer line crossing of the River c. Fort Worth and Western Railroad (FWWR) i. Permit 1 — plans for two water lines and one sanitary sewer crossing of the FWWR ii. Permit 2 —plans for one sanitary sewer crossing of the FWWR EAI-37 2. Additional submittals for the proposed water and sanitary sewer lines or submittals for the abandonment of the existing water and sanitary sewer lines will be considered an additional service to this contract. E. Final Design Coordination Meetings 1. ENGINEER will attend and document meetings, to discuss and coordinate the final design with the following: a. One (1) meeting with the CITY to review the final plans and specifications prior to the each final plan submittal for a total of two (2) meetings. b. Two (2) coordination meetings with the TRV partners for each final plan submittal for a total of four(4) meetings. c. One (1) meeting with the CITY at completion of the CITY'S review of each final plan submittal for a total of two (2) meetings. The CITY will direct the ENGINEER in writing to proceed with Pre-Construction Assistance. F. Mylar Submittals The ENGINEER will submit a final set of mylar drawings for record storage as follows: 1. Water and sanitary sewer plans will be submitted as one set of plans. Water and sanitary sewer plans will be separate from paving and drainage plans. Sheets will be standard size (22" x 34") with project numbers (Water/Sanitary Sewer and TPW) prominently displayed. 2. For projects where paving/grading/drainage improvements occur on a Water Department funded project with no T&PW funding involved, a separate set of mylars with cover sheet will be submitted for TPW. 3. Signed plan sets will also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There will be one (1) PDF file for the Water plan set and a separate PDF file for the TPW plan set. Each PDF file will contain associated sheets of the particular plan set. Singular PDF files for each sheet of a plan set will not be accepted. PDF files will conform to naming conventions as follows: a. Water and Sewer file name example — "X-35667—org36.pdf' where "X-35667" is the assigned file number obtained from the City of Fort Worth, "—org" designating the file is of an original plan set, "36" will be the total number of sheets in this file. EAl-38 Example: X-12755_org18.pdf b. TPW file name example — "W-1956_org47.pdf where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" will be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf c. Both PDF files will be submitted on one (1) Compact Disk, which will become property of and remain with the City of Fort Worth. Floppy disks, zip disks, e- mail flash media will not be accepted. 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number (817) 392-8426. File numbers will not be issued to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C - PRE-CONSTRUCTION ASSISTANCE The ENGINEER is anticipating that this part will be completed in two (2) separate bid packages. The following will be prepared for each segment: 1. Administration A. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the project to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. The ENGINEER will provide six (6) sets of plans for use by the CITY. The ENGINEER will provide six (6) sets of unbound specifications and contract documents to be used by the CITY for execution. The ENGINEER will provide twenty (20) sets of 11"X17" plans for use by the CITY and its TRV partners. The ENGINEER will provide two (2) mounted exhibits upon request by the CITY. EA1-39 The ENGINEER will provide one (1) set of plans on Mylar. B. Bidding Assistance The ENGINEER will assist the CITY during the bidding phase, including preparation and delivery of addenda to plan holders and responses to questions submitted to the CITY by prospective bidders. ENGINEER will attend the scheduled pre-bid conference. The ENGINEER will assist in reviewing the bids for completeness and accuracy. The ENGINEER will attend the project bid opening, develop bid tabulations in hard copy and electronic format, and submit four(4) copies of the bid tabulation. PART D -CONSTRUCTION PHASE SERVICES The ENGINEER will provide professional construction phase services for the purpose of providing assistance to CITY during construction. The ENGINEER is anticipating that this part will be completed in two (2) separate bid packages. The following will be prepared for each segment: I. Preconstruction Conference A. The ENGINEER will attend (1) preconstruction conference for this project prior to commencement of Work. 2. Construction Survey A. Construction survey is not included in the scope of this project. 3. Site Visit A. Provide on-site construction observation services during the construction phase of the subject project. Observations will vary depending on the type of work being performed by the contractors, the location, and the contractors' schedules. Make a total of one (1) visit to the Site per month for this project in order to observe the progress of the Work. Such visits and observations by the ENGINEER are not intended to be exhaustive or to extend to every aspect of Contractor's work in progress. Observations are to be limited to spot checking, selective measurement, and similar methods of general observation of the Work based on the ENGINEER'S exercise of professional judgment. Based on information obtained during such visits and such observations, the ENGINEER will determine if Contractor's work is generally EAl-40 proceeding in accordance with the Contract Documents, and the ENGINEER will keep the CITY informed of the general progress of the Work. The purpose of the ENGINEER'S visits to the site will be to enable the ENGINEER to better carry out the duties and responsibilities assigned in this Agreement to the ENGINEER during the construction phase by the CITY, and, in addition, by the exercise of the ENGINEER'S efforts, to provide the CITY a greater degree of confidence that the completed Work will conform in general to the Contract Documents and that the integrity of the design concept of the completed Project as a functioning whole as indicated in the Contract Documents has been implemented and preserved by Contractor. The ENGINEER will not, during such visits or as a result of such observations of Contractor's work in progress, supervise, direct, or have control over Contractor's work, nor will the ENGINEER have authority over or responsibility for the means, methods, techniques, equipment choice and usage, sequences, schedules, or procedures of construction selected by Contractor, for safety precautions and programs incident to Contractor's work, nor for any failure of Contractor to comply with laws and regulations applicable to Contractor's furnishing and performing the Work. Accordingly, the ENGINEER neither guarantees the performance of any Contractor nor assumes responsibility for any Contractor's failure to furnish and perform its work in accordance with the Contract Documents. 4. Shop Drawings A. Review and recommend the appropriate action in respect to Shop Drawings for the large diameter water line (greater than 20-inch), larger diameter sanitary sewer lines (greater than 24-inch), gate valves, rebar, air release valves, blow off valves, and tunnel liner for which the Contractor is required to submit, but only for conformance with the information given in the Contract Documents and compatibility with the design concept of the completed Project as a functioning whole as indicated in the Contract Documents. Such review and approvals or other action will not extend to means, methods, techniques, equipment choice and usage, sequences, schedules, or procedures of construction or to related safety precautions and programs. 5. Differing Site Conditions A. Preparation of sketches to resolve problems due to actual field conditions encountered are not included in the scope for this project. 6. Record Drawings A. From the information submitted by the Contractor to the CITY, the ENGINEER will prepare record drawings on a mylar set of plans for each phase of this project. The ENGINEER will not provide the record drawings in any electronic format. EAl-41 1 7. Final Walk Through A. The ENGINEER will attend one (1) final site inspection visit for this project to determine if the completed Work of Contractor is generally in accordance with the Contract Documents and the final punch list so that the ENGINEER may recommend, in writing, a notice that the Work is generally in accordance with the Contract Documents to the best of the ENGINEER'S knowledge, information, and belief and based on the extent of the services provided by the ENGINEER under this Agreement and based upon information provided to the ENGINEER upon which it is entitled to rely. 8. Limitation of Responsibility A. The ENGINEER will not be responsible for the acts or omissions of any Contractor, or of any of their subcontractors, suppliers, or of any other individual or entity performing or furnishing the Work. The ENGINEER will not have the authority or responsibility to stop the work of any Contractor. EA1-42 EXHIBIT"13-1" (SUPPLEMENT TO ATTACHMENT B) METHOD OF PAYMENT City Project No.00969 I. Method of Payment The ENGINEER shall be paid monthly upon receipt of an invoice on the basis of statements prepared from the books and records of account of the ENGINEER, based on the ENGINEERS' estimate of the percentage of completion of the project, such statements to be verified as to accuracy and compliance of the project, such statements to be verified as to accuracy and compliance with the terms of this contract by an office of ENGINEER. Payment according to statements will be subject to certification by the Director of the Department of Engineering or his authorized representative that such work has been performed. The aggregate of such monthly partial payments shall not exceed the following: Until satisfactory completion of Exhibit A-1, Part B, Section 1 hereunder, a sum not to exceed 30 percent of the lump sum fee. Until satisfactory completion of Exhibit A-1, Part B, Section 2 hereunder, a sum not to exceed 60 percent of the lump sum fee. Until satisfactory completion of Exhibit A-1, Part B, Section 3 hereunder, a sum not to exceed 90 percent of the lump sum fee. Balance of earnings to be due and payable upon delivery to the City of plans and bid documents for advertising as described in Exhibit A-1, Part C. Note: If the ENGINEER determines in the course of making design drawings and specifications that the construction cost estimate of $15,030,000 as estimated in Exhibit "134K will be exceeded, whether by change in scope of the project, increased costs or other conditions, the ENGINEER shall immediately report such fact to the CITY's Director of the Department of Engineering and, if so instructed by the Director of the Engineering Department shall suspend all work hereunder. EB-1 f r EXHIBIT"B-2" (SUPPLEMENT TO ATTACHMENT"B") HOURLY RATE SCHEDULE Utility Relocations of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision — Central City Project: Phase 1 Kimley-Horn and Associates, Inc. Senior Professional 1 $180 -$220 Senior Professional II $135-$175 Professional $75-$120 Designer $110 -$125 Technical Support $60 -$105 Clerical/Administrative Support $60-$80 Effective January 1, 2007 EB-2 EXHIBIT"13-36" (SUPPLEMENT TO ATTACHMENT B) PROFESSIONAL SERVICES FEE SUMMARY Utility Relocations of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision — Central City Project: Phase 1 City Project No.00969 WATER ENGINEERING DESIGN Opinion of Probable Construction Costs X Curve A X 85% $7,900,000 X 5.7% X 85.00% $382,755.00 SURVEY DESIGN $44,650.00 SUBSURFACE UTILITIES ENGINEERING $42,500.00 GEOTECHNICAL ENGINEERING - DRILLING & INVESTIGATIONS $41,900.00 GEOTECHNICAL ENGINEERING - ENGINEERING $4,000.00 ENVIRONMENTAL ENGINEERING $25,700.00 ENVIRONMENTAL DRILLING $19,400.00 ENVIRONMENTAL ANALYTICAL LABORATORY $13,300.00 TUNNELING ENGINEERING $51,900.00 CORROSION PROTECTION $8,800.00 REPRODUCTION $9,990.00 CIVIL ENGINEERING TRAFFIC CONTROL $53,300.00 PUBLIC MEETINGS $19,500.00 10% SUBCONSULTANT FEE $33,494.00 ADDITIONAL SERVICES $595,600.00 SUBTOTAL $1,346,789.00 SEWER ENGINEERING DESIGN Opinion of Probable Construction Costs X Curve A X 85% $7,130,000 X 5.7% X 85.00% $345,448.50 SURVEY DESIGN $50,500.00 SUBSURFACE UTILITIES ENGINEERING $37,700.00 GEOTECHNICAL ENGINEERING- DRILLING & INVESTIGATIONS $28,000.00 GEOTECHNICAL ENGINEERING - ENGINEERING $4,000.00 ENVIRONMENTAL ENGINEERING $40,300.00 ENVIRONMENTAL DRILLING $30,600.00 ENVIRONMENTAL ANALYTICAL LABORATORY $20,700.00 TUNNELING ENGINEERING $63,400.00 STRUCTURAL DESIGN $61,500.00 FLOW MONITORING $30,800.00 CLOSED CIRCUIT TELEVISION INSPECTION $8,500.00 REPRODUCTION $12,205.00 CIVIL ENGINEERING TRAFFIC CONTROL $28,700.00 PUBLIC MEETINGS $23,800.00 10% SUBCONSULTANT FEE $44,070.50 ADDITIONAL SERVICES $356,100.00 SUBTOTAL $1,186,324.00 TOTAL FEE WATER DESIGN FEE $1,346,789.00 SEWER DESIGN FEE $1,186,324.00 GRAND TOTAL $2,533,113.00 EB-36 EXHIBIT"B-3C" (SUPPLEMENT TO ATTACHMENT B) TOTAL FEE SUMMARY& DESIGN FEE BREAKDOWN Utility Relocations of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision — Central City Project: Phase 1 City Project No.00969 A. SUMMARY OF TOTAL FEE Service Description Water Sewer Total Engineering Services including $1,259,639 $1,098,124 $2,357,763 Additional Services $87,150 $88,200 $175,350 Survey Fee $1,346,789 $1,186,324 $2,533,113 Total Fee B. BREAKDOWN OF WATER AND SEWER FEES (Less Survey Fees) 1. Total Water Fee (less Survey Fees) Breakdown by Concept, Preliminary and Final Design a. Concept(30%) _ (Total Water Fee—Survey Fees)x (0.3) _ $377,892 b. Preliminary (60%) _ (Total Water Fee—Survey Fees)x (0.6) _ $755,783 c. Final (10%) _ (Total Water Fee—Survey Fees) x (0.1) = $125,964 $1,259,639 2. Total Sewer Fee (less Survey Fees) Breakdown by Concept, Preliminary and Final Design a. Concept(30%) _ (Total Sewer Fee—Survey Fees) x (0.3) _ $329,437 b. Preliminary (60%) _ (Total Sewer Fee—Survey Fees) x (0.6)_ $658,874 c. Final (10%) _ (Total Sewer Fee—Survey Fees) x (0.1) = $109,813 $1,098,124 EB-3C EXHIBIT"B-31)" (SUPPLEMENT TO ATTACHMENT B) FEES FOR SURVEYING SERVICES Utility Relocations of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision— Central City Project: Phase 1 City Project No. 00969 Water Surveys Utilizing Aerial 9,800 LF x $2.50/LF $24,500 Surveys without Aerial 2,200 LF x $4.75/1-17 $10,450 Easements 9 EA x $900/EA $8,100 Temporary Easements 4 EA x $400/EA $1,600 Subsurface Utility Eng. A 13 EA x $1,100/EA $14,300 Subsurface Utility Eng. B 4,700 LF x $6.00/LF $28,200 Total $87,150 Sewer Surveys Utilizing Aerial 13,400 LF x $2.50/LF $33,500 Surveys without Aerial 0 LF x $4.75/LF $0 Easements 14 EA x $900/EA $12,600 Temporary Easements 11 EA x $400/EA $4,400 Subsurface Utility Eng. A 19 EA x $1,100/EA $20,900 Subsurface Utility Eng. B 2,800 LFx $6.00/LF $16,800 Total $88,200 Survey Services Total $175,350 Water Department(Water & Sanitary Sewer) Subtotal $175,350 EB-3D EXHIBIT"B-3E" (SUPPLEMENT TO ATTACHMENT B) FEES FOR REPRODUCTION SERVICES Utility Relocations of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision - Central City Project: Phase 1 City Project No. 00969 SETS SHEET SHEETS TOTAL 1 Pre-Engineering- Plans ($2.00/sheet x sheets/set+$1.00 binding/set) 8 $2.00 7 $120.00 2 Preliminary Design- Plans ($2.00/sheet x sheets/set+ $1.00 binding/set) 30 $2.00 48 $2,910.00 Specs ($0.035/page x page/report+$1.25 binding/set) 4 $0.035 100 $19.00 3 Final Design- Plans ($2.00/sheet x sheets/set+ $1.00 binding/set) 4 $2.00 50 $404.00 Specs ($0.035/page x page/report+ $1.25 binding/set) 4 $0.035 300 $47.00 Mylar Final Plan Sheets ($7.50/sheet x sheets/set) 2 $7.50 50 $750.00 4 Bid Advertisement- Plans ($2.00/sheet x sheets/set+$1.00 binding/set) 100 $2.00 50 $10,100.00 Full Sized Plans-Water Dept. ($2.00/sheet x sheets/set+$1.00 binding/set) 12 $2.00 50 $1,212.00 Half Sized Plans-Water Dept. ($1.00/sheet x sheets/set) 30 $1.00 50 $1,530.00 Specs ($0.035/page x pagelreport+$1.25 binding/set) 100 $0.035 300 $1,175.00 Specs for Water Dept. ($0.035/page x page/report+$1.25 binding/set) 12 $0.035 300 $141.00 Specs For Execution ($0.035/page x page/report+ $1.25 binding/set) 12 $0.035 300 $141.00 5 Record Drawing Mylars- Plans ($7.50/sheet x sheets/set) 2 $7.50 50 $750.00 6 Mounted Exhibits- ($36.00/sheet x sheets/set) 11 $36.00 1 $396.00 7 Public Meetings ($500.0/meeting x sheets/meeting) 5 $500.00 1 $2,500.00 Reproduction Services Total $22,195.00 Water Department(Water&Sanitary Sewer)Subtotal $22,195.00 Note: services above will performed by an MWBE firm and services are based on two (2) bid packages E B-3 E EXHIBIT"B-3F" (SUPPLEMENT TO ATTACHMENT B) FEES FOR ADDITIONAL SERVICES Utility Relocations of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision - Central City Project: Phase 1 City Project No.00969 General Additional Services: Water Sewer Total GIS Coordination $3,800 $3,800 $7,600 Water System Anaylsis and Evaluation $381,000 $0 $381,000 Sanitary Sewer System Analysis and Evaluation $0 $84,400 $84,400 Development Review Assistance (allowance) $0 $0 $0 Mitigation Grading Review $0 $20,300 $20,300 Routing and Alignment Study $51,100 $94,900 $146,000 Coordination Meetings $39,700 $39,700 $79,400 Project Schedule $27,800 $27,800 $55,600 Monthly Reports $6,250 $6,250 $12,500 Narrative Report $21,300 $21,300 $42,600 Traffic Control $11,050 $5,950 $17,000 SWPPP $0 $3,000 $3,000 Plans for TxDOT, COE, TRWD, & FWWR Permits $1,920 $2,880 $4,800 Two (2) Bid Package $9,090 $11,110 $20,200 Two (2) Pre-bid meetings $600 $600 $1,200 Two (2) Sets of Bidders Questions $3,300 $3,300 $6,600 Two (2) Bid Opening $600 $600 $1,200 Two (2) Pre-construction meeting $600 $600 $1,200 SUBTOTAL $558,110 $326,490 $884,600 Water Department Additional Services: Water Sewer Total Two(2) Sets of Construction Period Observations $5,580 $6,820 $12,400 Two (2) Sets of Shop Drawing Reviews $22,750 $9,750 $32,500 Two (2) Final Walk Through $2,520 $3,080 $5,600 Two (2) Record Drawings $6,640 $9,960 $16,600 SUBTOTAL $37,490 $29,610 $67,100 TOTAL FOR ADDITIONAL SERVICES Water Sewer Total Additional Services Total $595,600 $356,100 $951,700 Water Department(Water&Sanitary Sewer) Subtotal $595,600 $356,100 $951,700 EB-3F ' City of Fort Worth Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 City Project No.00969 DOE No.5958 Exhibit B-4A Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Prepared By: CTD Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 KHA No.: 000008024 Checked By: GAG Title: TRV Phase 1 Summary Sheet Sheet: 1 of 43 Item Description Linear Feet Cost Water Improvements: Segment 1 -Bridge Relocations W1.Tillar St.12-inch Water Line 1,050 $440,000 W2.Vacek St. 12-inch Water Line 1,000 $240,000 W3.White Settlement Road 8-inch Water Line 550 $200,000 W4.Adolf St.8-inch Water Line 300 $60,000 W5.Whitmore St. 12-inch Water Line 600 $140,000 W6.SH-199 12-inch Water Line 550 $190,000 W7.Greenleaf St.16-inch Water Line 550 $220,000 W8. Kansas St.16-inch Water Line 800 $1,130,000 W9.Viola St.16-inch Water Line 800 $260 000 Total 6,200 $2,880,000 Segment 2-Channel Relocations W10.Commerce Drive 24-inch,20-inch,and 8-inch Water Lines 4,200 $2,820,000 W11.Main St.24-inch and 12-inch Water Lines 1,600 $800,000 W12.Northside Dr 24-inch&16-inch Water Lines Ph 1 Main-Trinity) 2,200 $1 400 000 Total 8,000 $5,020,000 Water Total 14,200 $7,900,000 Sewer Improvements: Segment 1 -Bridge Relocations L-3949 Sanitary Sewer Relocation 1,400 $420,000 L-2729 Sanitary Sewer Relocation 650 $120,000 L-2727 Sanitary Sewer Relocation 2,000 $470,000 L-2749 Sanitary Sewer Relocation 400 $130,000 L-4832 Sanitary Sewer Relocation 600 $130,000 L-2921 Sanitary Sewer Relocation 700 $170,000 L-4557/4457 Sanitary Sewer Relocation 900 $120,000 Sewer to be Abandoned for Bridges LA894 Abandon $10,000 Total 6,650 $1,570,000 Segment 2-Channel Relocations L-1111 Sanitary Sewer Relocation 600 $220,000 M-54/54R Sanitary Sewer Relocation 1,900 $1,440,000 L-1099 Sanitary Sewer Relocation 1,000 $400,000 L-2842 Sanitary Sewer Relocation 700 $240,000 M-545 Sanitary Sewer Relocation 1,300 $2,360,000 L-6099 Sanitary Sewer Relocation 1,200 $260,000 L-1898 Sanitary Sewer Relocation 1,700 $370,000 Sewer to be Abandoned in the channel L-2958 Abandon $10,000 M-9 Abandon $20,000 L-2329 Abandon $10,000 L-924 Abandon $10,000 L-1099 Abandon $10,000 L-248 Abandon $60,000 City of Fort Worth Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 City Project No.00969 DOE No.5958 Exhibit B-4A Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Prepared By: CTD Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 KHA NO.: 000008024 Checked By: GAG Title: TRV Phase 1 Summa Sheet Sheet: 1 of 43 Item Description Linear Feet Cost L-2842 Abandon $10,000 M-132 Abandon $70,000 L-4320 Abandon $10,000 L-3683 Abandon $10,000 L-3772 Abandon $10,000 L-4735 Abandon $10,000 L-2921 Abandon $10,000 L-4734 Abandon $10,000 L-9185`Abandon $10,000 Total 8,400 $5,560,000 Sewer Total 15,050 $7,130,000 Total Improvements: Total 29,250 $15,030,000 Land Acquisition $1,505,000 Environmental Remediation $1,300,000 Note: The OPCC is based on 2007 unit prices and no considerations have been made for inflated construction prices for the proposed multiple year construction phase. Basis for Cost Projection: ❑ No Design Completed ❑ Preliminary Design ❑ Final Design Easement Acquisition Cost-KHA Assumed$10/SF for easement cost in the area for the purpose of creating an initial budget. At this time KHA has no comparable sales to base this number. When better information is obtained,KHA will update the value. Environmental Remediation-Without knowing the extent of the environmental impacts on the area KHA has added$1.5 million to establish a budget for the project. KHA recommends that a budget be established but at this point has no way to determine what what that budget should be. Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/712007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: CTD KHA No.: 000008024 Checked BY: GAG Title: W 1.Tillar St.12-inch Water tine Sheet: 2 of 43 Item No. Item Descri tion Quantity Unit Unit Price Item Cost 1 12-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 1,050 LF $108.00 $113,400 Water Pipe(All Depths) 2 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 50 LF $50.00 $2,500 3 12-inch Resilient Seat Gate Valve with Box 2 EA $2,000.00 $4,000 4 6-inch Resilient Seat Gate Valve with Box 2 EA $850.00 $1,700 5 54-inch x 12-inch Tapping Sleeve and Valve 1 EA $20,000.00 $20,000 6 2-inch Service Tap to Main 15 EA $500.00 $7,500 7 2-inch Type K Copper Water Service Line to Meter Per Item D- 400 LF $30.00 $12,000 52.7 8 Ductile Iron Pipe Fittings 1 TON $4,000.00 $4,000 9 2-inch Temporary Water Service Per Item D-52.8 400 LF $10.00 $4,000 10 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepal 3 EA $500.00 $1,500 11 Standard Fire Hydrant 2 EA $1,800.00 $3,600 12 Fire Hydrant Extension 10 VF $100.00 $1,000 13 Remove and Salvage Existing Fire Hydrant Per Item D-29 2 EA $400.00 $800 14- Class"B"Standard Meter Box Per Item D-52.7 15 EA $200.00 $3,000 15 %or 1-inch Type K Copper Water Service Meter to Private 1,600 LF $20.00 $32,000 Service Per Item D-52.7 16 Water Sampling Station Per Item DA-54 1 EA $2,500.00 $2,500 17 Concrete Curb and Gutter Replacement, DA-24 80 LF $40.00 $3,200 18 Concrete Sidewalk and Driveway Replacement,D-20 80 SY $60.00 $4,800 19 Concrete pavement Repair per figure 2000-2 2,335 SY $70.00 $163,450 20 Site Specific Trench Safety System, D-26 1,050 LF $2.00 $2,100 21 Exploratory Excavation(D-Hole),D-51 1 EA $2,000.00 $2,000 22 Concrete Ramp Replacement,per Item DA-33 2 EA $1,000.00 $2,000 23 Environmental Action Plan 1 LS $5,000.00 $5,000 Basis for Cost Projection: Subtotal: J_$3§6,656' No Design Completed Contin . %,+/-) 10 $43,950 ❑ Preliminary Design Total: L $440,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W2.Vacek St. 12-inch Water Line Sheet: 3 of 43 Item No. Item Descri tion Quantity Unit Unit Price Item Cost 1 16-inch Pressure Class 250 DI Water Pipe by Open Cut(All 50 LF $144.00 $7,200 Depths) 2 12-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 800 LF $108.00 $86,400 Water Pipe(All Depths) 3 8-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 150 LF $72.00 $10,800 Water Pipe(All Depths) 4 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 50 LF $50.00 $2,500 5 16-inch Resilient Seat Gate Valve with Vault 1 EA $15,000.00 $15,000 6 12-inch Resilient Seat Gate Valve with Box 4 EA $2,000.00 $8,000 7 8-inch Resilient Seat Gate Valve with Box 1 EA $1,100.00 $1,100 8 6-inch Resilient Seat Gate Valve with Box 2 EA $850.00 $1,700 9 2-inch Service Tap to Main 2 EA $500.00 $1,000 10 2-inch Type K Copper Water Service Line to Meter Per Item D- 100 LF $30.00 $3,000 52.7 11 Ductile Iron Pipe Fittings 1 TON $4,000.00 $4,000 12 2-inch Temporary Water Service Per Item D-52.8 100 LF $10.00 $1,000 13 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepal 2 EA $500.00 $1,000 14 Standard Fire Hydrant 2 EA $1,800.00 $3,600 15 Fire Hydrant Extension 10 VF $100.00 $1,000 16 Class"B"Standard Meter Box Per Item D-52.7 2 EA $200.00 $400 17 'Nor 1-inch Type K Copper Water Service Meter to Private 50 LF $20.00 $1,000 Service Per Item D-52.7 18 Concrete Curb and Gutter Replacement, DA-24 20 LF $40.00 $800 19 Concrete Sidewalk and Driveway Replacement,D-20 20 SY $60.00 $1,200 20 Permanent Asphalt Pavement Repair with Reinforced Concrete 1,000 LF $55.00 $55,000 Base per Fig. 2000-1 B 21 Site Specific Trench Safety System, D-26 1,000 LF $2.00 $2,000 22 Environmental Action Plan 1 LS $5,000.00 $5,000 Basis for Cost Projection: Subtotal: $212,700 No Design Completed Contin . %,+/ 10 $27,300 ❑ Preliminary Design Total: $240,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W3.White Settlement Road 8-inch Water Line Sheet: 4 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 550 LF $72,00 $39,600 Water Pipe(All Depths) 2 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 20 LF $50.00 $1,000 3 8-inch Resilient Seat Gate Valve with Box 2 EA $1,100.00 $2,200 4 6-inch Resilient Seat Gate Valve with Box 1 EA $850.00 $850 5 54-inch x 8-inch Tapping Sleeve and Valve 1 EA $15,000.00 $15,000 6 1-inch Combination Air Release and Vacuum Valve with Vault 1 EA $2,000.00 $2,000 7 6-inch Blow Off Valve and Vault 1 EA $3,500.00 $3,500 8 2-inch Service Tap to Main 10 EA $500.00 $5,000 9 2-inch Type K Copper Water Service Line to Meter Per Item D- 60 LF $30.00 $1,800 52.7 10 Ductile Iron Pipe Fittings 1 TON $4,000.00 $4,000 11 2-inch Temporary Water Service Per Item D-52.8 500 LF $10.00 $5,000 12 Remove and Salvage Existing Gate Valve(16"&larger)Per item 1 EA $700.00 $700 13 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepal 9 EA $500.00 $4,500 14 Abandon Existing 16-inch Water Main Filled with Cement Slurry 2,000 LF $7.00 $14,000 Per Item DA-119 15 Standard Fire Hydrant 2 EA $1,800.00 $3,600 16 Fire Hydrant Extension 10 VF $100.00 $1,000 17 Remove and Salvage Existing Fire Hydrant Per Item D-29 2 EA $400.00 $800 18 Class"B"Standard Meter Box Per Item D-52.7 10 EA $200.00 $2,000 19 %or 1-inch Type K Copper Water Service Meter to Private 500 LF $20.00 $10,000 Service Per Item D-52.7 20 Abandon Existing Blow Off Valve and Vault 1 EA $1,000.00 $1,000 21 Adandon Existing Air Release and Vacuum Relief Valve and 1 EA $1,000.00 $1,000 Vault 22 Cut and Plug Existing Water Main in Separate Trench 4 EA $500.00 $2,000 23 Concrete Curb and Gutter Replacement, DA-24 60 LF $40.00 $2,400 24 Concrete Sidewalk and Driveway Replacement, D-20 60 SY $60.00 $3,600 25 Concrete pavement Repair per figure 2000-2 125 SY $70.00 $8,750 26 Permanent Asphalt Pavement Repair with Reinforced Concrete 500 LF $55.00 $27,500 Base per Fig.2000-1 B 27 Site Specific Trench Safety System, D-26 550 LF $2.00 $1,100 28 Exploratory Excavation(D-Hole), D-51 1 EA $2,000.00 $2,000 29 Concrete Ramp Replacement, per Item DA-33 4 EA $1,000.00 $4,000 30 Topsoil and Hydromulching Per Item D-45 100 LF $7.00 $700 31 Storm Water Pollution Prevention Implementation 1 LS $5,000.00 $5,000 Basis for Cost Projection: Subtotal: $175,600 ❑ No Design Completed Contin .(%,+/-) 10 $24,400 11 ❑ Preliminary Design Total: $200,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11I7I2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W4.Adolf St.8-inch Water Line Sheet: 5 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 300 LF $72.00 $21,600 Water Pipe(All Depths) 2 8-inch Resilient Seat Gate Valve with Box 2 EA $1,100.00 $2,200 3 2-inch Service Tap to Main 2 EA $500.00 $1,000 4 2-inch Type K Copper Water Service Line to Meter Per Item D- 60 LF $30.00 $1,800 52.7 5 Ductile Iron Pipe Fittings 0.5 TON $4,000.00 $2,000 6 2-inch Temporary Water Service Per Item D-52.8 60 LF $10.00 $600 7 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepal 2 EA $500.00 $1,000 8 Class"B"Standard Meter Box Per Item D-52.7 2 EA $200.00 $400 9 %or 1-inch Type K Copper Water Service Meter to Private 100 LF $20.00 $2,000 Service Per Item D-52.7 10 Concrete Curb and Gutter Replacement, DA-24 10 LF $40.00 $400 11 Concrete Sidewalk and Driveway Replacement,D-20 10 SY $60.00 $600 12 Permanent Asphalt Pavement Repair with Reinforced Concrete 300 LF $55.00 $16,500 Base per Fig. 2000-1 B 13 Site Specific Trench Safety System, D-26 300 LF $2.00 $600 Basis for Cost Projection: Subtotal: $50,700 ❑ No Design Completed Contin . %,+/- 10 $9,300 ❑ Preliminary Design Total: $60,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn & Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W5.Whitmore St. 12-inch Water Line Sheet: 6 of 43 Item No. Item Descri tion Quantity Unit Unit Price Item Cost 1 12-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 600 LF $108.00 $64,800 Water Pipe(All Depths) 2 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 20 LF $50.00 $1,000 3 12-inch Resilient Seat Gate Valve with Box 2 EA $2,000.00 $4,000 4 6-inch Resilient Seat Gate Valve with Box 1 EA $850.00 $850 5 2-inch Service Tap to Main 5 EA $500.00 $2,500 6 2-inch Type K Copper Water Service Line to Meter Per Item D- 150 LF $30.00 $4,500 52.7 7 Ductile Iron Pipe Fittings 1 TON $4,000.00 $2,000 8 2-inch Temporary Water Service Per Item D-52.8 150 LF $10.00 $1,500 9 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepa 2 EA $500.00 $1,000 10 Standard Fire Hydrant 1 EA $1,800.00 $1,800 11 Fire Hydrant Extension 5 VF $100.00 $500 12 Remove and Salvage Existing Fire Hydrant Per Item D-29 1 EA $400.00 $400 13 Class"B"Standard Meter Box Per Item D-52.7 5 EA $200.00 $1,000 14 Concrete Curb and Gutter Replacement, DA-24 30 LF $40.00 $1,200 15 Concrete Sidewalk and Driveway Replacement, D-20 30 SY $60.00 $1,800 16 Permanent Asphalt Pavement Repair with Reinforced Concrete 600 LF $55.00 $33,000 Base per Fig.2000-1 B 17 Site Specific Trench Safety System, D-26 600 LF $2.00 $1,200 Basis for Cost Projection: FcsL btotal: $123,050 ❑ No Design Completed ontin . (%,+/-) 10 $16,950 ❑ Preliminary Design Total: $140,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn & Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W6.SH-199 12-inch Water Line Sheet: 7 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 12-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 550 LF $108.00 $59,400 Water Pipe(All Depths) 2 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 50 LF $50.00 $2,500 3 12-inch Resilient Seat Gate Valve with Box 2 EA $2,000.00 $4,000 4 6-inch Resilient Seat Gate Valve with Box 2 EA $850.00 $1,700 5 2-inch Service Tap to Main 5 EA $500.00 $2,500 6 2-inch Type K Copper Water Service Line to Meter Per Item D- 310 LF $30.00 $9,300 52.7 7 Ductile Iron Pipe Fittings 0.5 TON $4,000.00 $2,000 8 2-inch Temporary Water Service Per Item D-52.8 900 LF $10.00 $9,000 9 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepaf 8 EA $500.00 $4,000 10 Abandon Existing 6-inch Water Main Filled with Cement Slurry 1,500 LF $3.00 $4,500 Per Item DA-119 11 Standard Fire Hydrant 2 EA $1,800.00 $3,600 12 Fire Hydrant Extension 10 VF $100.00 $1,000 13 Remove and Salvage Existing Fire Hydrant Per Item D-29 4 EA $400.00 $1,600 14 Class"B"Standard Meter Box Per Item D-52.7 5 EA $200.00 $1,000 15 '/.or 1-inch Type K Copper Water Service Meter to Private 150 LF $20.00 $3,000 Service Per Item D-52.7 16 Cut and Plug Existing Water Main in Separate Trench 4 EA $500.00 $2,000 17 Concrete Curb and Gutter Replacement, DA-24 70 LF $40.00 $2,800 18 Concrete pavement Repair per figure 2000-2 450 SY $70.00 $31,500 19 Permanent Asphalt Pavement Repair with Reinforced Concrete 250 LF $55.00 $13,750 Base per Fig. 2000-113 20 Site Specific Trench Safety System, D-26 550 LF $2.00 $1,100 21 Topsoil and Hydromulching Per Item D-45 100 LF $7.00 $700 22 Storm Water Pollution Prevention Implementation 1 LS $2,000.00 $2,000 23 Environmental Action Plan 1 LS $5,000.00 $5,000 Basis for Cost Projection: Subtotal: $167,950 ❑ No Design Completed Contin . (%,+/-) 10 $22,050 ❑ Preliminary Design Total: $190,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 1117I2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W7.Greenleaf St.16-inch Water Line Sheet: 8 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 16-inch Pressure Class 250 DI Water Pipe by Open Cut(All 550 LF $144.00 $79,200 Depths) 2 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 25 LF $50.00 $1,250 3 16-inch Resilient Seat Gate Valve with Vault 1 EA $15,000.00 $15,000 4 6-inch Resilient Seat Gate Valve with Box 1 EA $850.00 $850 5 54-inch x 12-inch Tapping Sleeve and Valve 1 EA $20,000.00 $20,000 6 2-inch Service Tap to Main 10 EA $500.00 $5,000 7 2-inch Type K Copper Water Service Line to Meter Per Item D- 250 LF $30.00 $7,500 52.7 8 Ductile Iron Pipe Fittings 2 TON $4,000.00 $8,000 9 2-inch Temporary Water Service Per Item D-52.8 500 LF $10.00 $5,000 10 Remove and Salvage Existing Gate Valve(16"&larger) Per item 1 EA $700.00 $700 11 Remove and Salvage Existing Gate Valve (12"&smaller)in Sepal 2 EA $500.00 $1,000 12 Abandon Existing 8-inch Water Main Filled with Cement Slurry 700 LF $4.00 $2,800 Per Item DA-119 13 Standard Fire Hydrant 1 EA $1,800.00 $1,800 14 Fire Hydrant Extension 5 VF $100.00 $500 15 Remove and Salvage Existing Fire Hydrant Per Item D-29 1 EA $400.00 $400 16 Class"B"Standard Meter Box Per Item D-52.7 10 EA $200.00 $2,000 17 Cut and Plug Existing Water Main in Separate Trench 3 EA $500.00 $1,500 18 Concrete Curb and Gutter Replacement, DA-24 50 LF $40.00 $2,000 19 Concrete Sidewalk and Driveway Replacement, D-20 25 SY $60.00 $1,500 20 Permanent Asphalt Pavement Repair with Reinforced Concrete 550 LF $55.00 $30,250 Base per Fig.2000-1 B 21 Site Specific Trench Safety System, D-26 550 LF $2.00 $1,100 22 Exploratory Excavation (D-Hole), D-51 1 EA $2,000.00 $2,000 23 Environmental Action Plan 1 LS $10,000.00 $10,000 Basis for Cost Projection: Subtotal: $199,350 ❑ No Design Completed Contin . (%,+/-) 10 $20,6on ❑ Preliminary Design Total: $220,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W8. Kansas St. 16-inch Water Line Sheet: 9 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 16-inch Pressure Class 250 DI Water Pipe by Open Cut(All 50 LF $144.00 $7,200 Depths) 2 30"Steel Casing by Other than Open Cut with 16"Carrier Pipe w/ 750 LF $1,200.00 $900,000 Stainless Steel Spacers(under Channel) 3 Jacking Shaft 2 EA $0.00 $0 4 16-inch Resilient Seat Gate Valve with Vault 1 EA $15,000.00 $15,000 5 6-inch Blow Off Valve and Vault 1 EA $3,500.00 $3,500 6 Ductile Iron Pipe Fittings 3 TON $4,000.00 $12,000 7 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepal 5 EA $500.00 $2,500 8 Abandon Existing 6-inch Water Main Filled with Cement Slurry 1,400 LF $3.00 $4,200 Per Item DA-119 9 Remove and Salvage Existing Fire Hydrant Per Item D-29 1 EA $400.00 $400 10 Cut and Plug Existing Water Main in Separate Trench 2 EA $500.00 $1,000 11 Concrete pavement Repair per figure 2000-2 300 SY $70.00 $21,000 12 Permanent Asphalt Pavement Repair with Reinforced Concrete 700 LF $55.00 $38,500 Base per Fig.2000-1 B 13 Site Specific Trench Safety System,D-26 800 LF $2.00 $1,600 14 Environmental Action Plan 1 LS $15,000.00 $15,000 Basis for Cost Projection: Subtotal: $1,021,900 ❑ No Design Completed Contin . (%,+/-) 10 $108,100 ❑ Preliminary Design Total: $1,130,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W9.Viola St.16-inch Water Line Sheet: 10 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 16-inch Pressure Class 250 DI Water Pipe by Open Cut(All 800 LF $144.00 $115,200 Depths) 2 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 25 LF $50.00 $1,250 3 16-inch Resilient Seat Gate Valve with Vault 1 EA $15,000.00 $15,000 4 6-inch Resilient Seat Gate Valve with Box 1 EA $850.00 $850 5 1-inch Combination Air Release and Vacuum Valve with Vault 1 EA $2,000.00 $2,000 6 2-inch Service Tap to Main 15 EA $500.00 $7,500 7 2-inch Type K Copper Water Service Line to Meter Per Item D- 400 LF $30.00 $12,000 52.7 8 Ductile Iron Pipe Fittings 3 TON $4,000.00 $12,000 9 2-inch Temporary Water Service Per Item D-52.8 750 LF $10.00 $7,500 10 Remove and Salvage Existing Gate Valve(12"&smaller)in Sepal 1 EA $500.00 $500 11 Standard Fire Hydrant 1 EA $1,800.00 $1,800 12 Fire Hydrant Extension 5 VF $100.00 $500 13 Class"B"Standard Meter Box Per Item D-52.7 15 EA $200.00 $3,000 14 Cut and Plug Existing Water Main in Separate Trench 2 EA $500.00 $1,000 15 Concrete Curb and Gutter Replacement,DA-24 80 LF $40.00 $3,200 16 Concrete Sidewalk and Driveway Replacement, D-20 40 SY $60.00 $2,400 17 Permanent Asphalt Pavement Repair with Reinforced Concrete 800 LF $55.00 $44,000 Base per Fig.2000-1 B 18 Site Specific Trench Safety System, D-26 800 LF $2.00 $1,600 Basis for Cost Projection: Subtotal: $231,300 ❑ No Design Completed Contin . %,+/-) 10 $28,700 ❑ Preliminary Design Total: $260,000 ❑ Final Design This total does not reflect engineering or technical services. 1 Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: CTD KHA No.: 000008024 Checked B GAG Title: W10.Commerce Drive 24-inch,20-inch,and 8-inch Water Lines Sheet: 11 of 43 Item No. Item DeEg lion Quantity Unit Unit Price Item Cost 1 24-inch Water Pipe by Open Cut(All Depths) 900 LF $200.00 $180,000 2 42"Steel Casing by Other than Open Cut with 24"Carrier Pipe w/ 900 LF $1,500.00 $1,350,000 Stainless Steel Spacers(under River/Channel) 3 Jacking Shaft 2 EA $0.00 $0 4 20-inch Water Pipe by Open Cut(All Depths) 700 LF $180.00 $126,00 5 8-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 1,700 LF $72.00 $122,400 Water Pipe(All Depths) 6 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 150 LF $50.00 $7,500 7 24-inch Resilient Seat Gate Valve with Vault 4 EA $30,000.00 $120,000 8 20-inch Resilient Seat Gate Valve with Vault 2 EA $20,000.00 $40,000 9 8-inch Resilient Seat Gate Valve with Box 7 EA $1,100.00 $7,700 10 6-inch Resilient Seat Gate Valve with Box 5 EA $850.00 $4,250 11 2-inch Combination Air Release and Vacuum Valve with Vault 1 EA $4,000.00 $4,000 12 6-inch Blow Off Valve and Vault 1 EA $3,500.00 $3,500 13 2-inch Service Tap to Main 14 EA $500.00 $7,000 14 1-inch Service Tap to Main 16 EA $200.00 $3,200 15 1-inch Type K Copper Water Service Main to Meter Per Item D- 480 LF $20.00 $9,600 52.7 16 2-inch Type K Copper Water Service Line to Meter Per Item D- 420 LF $30.00 $12,600 52.7 17 Ductile Iron Pipe Fittings 23 TON $4,000.00 $90,000 18 Remove and Salvage Existing Gate Valve(16"&larger)Per item 2 EA $700.00 $1,400 D-29 19 Remove and Salvage Existing Gate Valve(12"&smaller)in 13 EA $500.00 $6,500 Separate Trench Per Item D-30 20 Abandon Existing 20-inch Water Main Filled with Cement Slurry 1,400 LF $8.00 $11,200 Per Item DA-119 21 Abandon Existing 8-inch Water Main Filled with Cement Slurry 1,150 LF $4.00 $4,600 Per Item DA-119 22 Abandon Existing 6-inch Water Main Filled with Cement Slurry 1,100 LF $3.00 $3,300 Per Item DA-119 23 Standard Fire Hydrant 5 EA $1,800.00 $9,000 24 Fire Hydrant Extension 25 VF $100.00 $2,500 25 Remove and Salvage Existing Fire Hydrant Per Item D-29 7 EA $400.00 $2,800 26 Class"A"Standard Meter Box Per Item D-52.7 16 EA $150.00 $2 400 27 Class"B"Standard Meter Box Per Item D-52.7 14 EA $200.00 $2,800 28 %or 1-inch Type K Copper Water Service Meter to Private 400 LF $20.00 $8,000 Service Per Item D-52.7 29 Water Sampling Station Per Item DA-54 1 EA $2,500.00 $2,500 30 Cut and Plug Existing Water Main in Separate Trench 13 EA $500.00 $6,500 31 Corrosion Protection System 2,500 LF $5.00 $12,500 32 Concrete Curb and Gutter Replacement,DA-24 390 LF $40.00 $15,600 33 Concrete pavement Repair per figure 2000-2 2,900 SY $70.00 $203,000 34 Permanent Asphalt Pavement Repair with Reinforced Concrete 2,600 LF $55.00 $143,000 Base per Fig.2000-1B 35 Site Specific Trench Safety System,D-26 4,260 LF $2.00 $8,520 36 Exploratory Excavation(D-Hole),D-51 1 EA $2,000.00 $2,D00 37 4-inch Standard Wheelchair Ramp Per Item DA-33 50 SY $70.00 $3,500 38 Storm Water Pollution Prevention Implementation 1 LS $5,000.00 $5,000 39 Environmental Action Plan 1 LS $15,000.00 $15,D00 Basis for Cost Projection: Subtotal: $2,559,370 ❑� No Design Completed Contin . %,+!- 10 $260,630 ❑ Preliminary Design Total: $2,820,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Proiect: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W11.Main St.24-inch and 12-inch Water Lines Sheet: 12 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 42"Steel Casing by Other than Open Cut with 24"Carrier Pipe 250 LF $900.00 $225,000 w/Stainless Steel Spacers 2 24-inch Water Pipe by Open Cut(All Depths) 1,250 LF $200.00 $250,000 3 12-inch PVC C-900 DR-14 or Pressure Class 350 Ductile Iron 100 LF $108.00 $10,800 Water Pipe(All Depths) 4 24-inch Resilient Seat Gate Valve with Vault 1 EA $30,000.00 $30,000 5 12-inch Resilient Seat Gate Valve with Box 2 EA $2,000.00 $4,000 6 30-inch x 24-inch Tapping Sleeve and Valve 1 EA $25,000.00 $25,000 7 2-inch Combination Air Release and Vacuum Valve with Vault 1 EA $4,000.00 $4,000 8 6-inch Blow Off Valve and Vault 1 EA $3,500.00 $3,500 9 2-inch Service Tap to Main 1 EA $500.00 $500 10 2-inch Type K Copper Water Service Line to Meter Per Item D- 30 LF $30.00 $900 52.7 11 Ductile Iron Pipe Fittings 14 TON $4,000.00 $56,000 12 Remove and Salvage Existing Gate Valve (12"&smaller)in 6 EA $500.00 $3,000 Separate Trench Per Item D-30 13 Abandon Existing 12-inch Water Main Filled with Cement Slurry 1,600 LF $6.00 $9,600 Per Item DA-119 14 Standard Fire Hydrant 1 EA $1,800.00 $1,800 15 Fire Hydrant Extension 5 VF $100.00 $500 16 Remove and Salvage Existing Fire Hydrant Per Item D-29 3 EA $400.00 $1,200 17 Class"B" Standard Meter Box Per Item D-52.7 1 EA $200.00 $200 18 '/.or 1-inch Type K Copper Water Service Meter to Private 300 LF $20.00 $6,000 Service Per Item D-52.7 19 Water Sampling Station Per Item DA-54 1 EA $2,500.00 $2,500 20 Cut and Plug Existing Water Main in Separate Trench 6 EA $500.00 $3,000 21 Corrosion Protection System 1,500 LF $5.00 $7,500 22 Concrete Curb and Gutter Replacement, DA-24 10 LF $40.00 $400 23 Permanent Asphalt Pavement Repair with Reinforced Concrete 1,250 LF $55.00 $68,750 Base per Fig.2000-1 B 24 Site Specific Trench Safety System, D-26 100 LF $2.00 $200 25 Exploratory Excavation(D-Hole), D-51 1 EA $2,000.00 $2,000 26 Environmental Action Plan 1 LS $5,000,00 $5,000 Basis for Cost Projection: Subtotal: $721,350 El No Design Completed iContln . %,+/- 10 $78,650 ❑ Preliminary Design Total: F 0-01000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn & Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project: Phase 1 Prepared By: CTD KHA No.: 000008024 Checked By: GAG Title: W12. Northside Dr 24-inch&16-inch Water Lines Ph 1 Main-Trinity) Sheet: 13 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 42"Steel Casing by Other than Open Cut with 24"Carrier Pipe w/ 500 LF $900.00 $450,000 Stainless Steel Spacers 2 24-inch Water Pipe by Open Cut(All Depths) 1,000 LF $200.00 $200,000 3 16-inch Pressure Class 250 DI Water Pipe by Open Cut(All 700 LF $144.00 $100,800 Depths) 4 6-inch PVC C-900 DR-14 Water Pipe by Open Cut(All Depths) 500 LF $50.00 $25,000 5 24-inch Resilient Seat Gate Valve with Vault 4 EA $30,000.00 $120,000 6 16-inch Resilient Seat Gate Valve with Vault 2 EA $15,000.00 $30,000 7 6-inch Resilient Seat Gate Valve with Box 5 EA $850.00 $4,250 8 2-inch Combination Air Release and Vacuum Valve with Vault 1 EA $4,000.00 $4,000 9 6-inch Blow Off Valve and Vault 1 EA $3,500.00 $3,500 10 Ductile Iron Pipe Fittings 13 TON $4,000.00 $52,000 11 Standard Fire Hydrant 1 EA $1,800.00 $1,800 12 Fire Hydrant Extension 5 VF $100.00 $500 13 Remove and Salvage Existing Fire Hydrant Per Item D-29 1 EA $400.00 $400 14 Corrosion Protection System 1,500 LF $5.00 $7,500 15 Concrete pavement Repair per figure 2000-2 2,700 SY $70.00 $189,000 16 Permanent Asphalt Pavement Repair with Reinforced Concrete 1,000 LF $55.00 $55,000 Base per Fig.2000-1 B 17 Site Specific Trench Safety System, D-26 2,200 LF $2.00 $4,400 18 Exploratory Excavation (D-Hole), D-51 5 EA $2,000.00 $10,000 19 Topsoil and Hydromulching Per Item D-45 200 LF $7.00 $1,400 20 Storm Water Pollution Prevention Implementation 1 LS $5,000.00 $5,000 21 Environmental Action Plan 1 LS $5,000.00 $5,000 Basis for Cost Projection: Subtotal: $1,269,550 ❑ No Design Completed Contln . %,+/-) 10 $130,450 ❑ Preliminary Design Total: IF $1,400,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-1111 Sanitary Sewer Relocation Sheet: 14 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 600 LF $70.00 $42,000 2 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 3 EA $2,000.00 $6,000 3 Concrete Collar for Manhole,D-27 3 EA $350.OD $1,050 4 Watertight Manhole Insert Per Item D-27 @ 3 EA $150.00 $450 5 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 36 VF $200.00 $7,200 6 Sanitary Sewer Service Cleanouts,D-61 10 EA $150.00 $1,500 7 Connect to Existing Sanitary Sewer Manhole,D-29 1 EA $0.00 $0 8 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 600 LF $4,00 $2,400 D-35 9 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 600 LF $3.00 $1,800 Lines,D-38 10 Vacuum Testing of Sanitary Sewer Manholes,D-36 3 EA $200.00 $600 11 Grout 6-inch Sewer Line to be abandoned with Flowable Fill,DA-108 600 LF $3.00 $1,800 12 Concrete pavement Repair per figure 2000-2 1,333 SY $70.00 $93,310 13 Site Specific Trench Safety System,D-26 600 LF $2.00 $1,200 14 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $2,000 14 Environmental Action Plan 1 LS $10,000.00 $10,000 15 Flowable Fill in Lieu of typical trench back fill,DA-108 600 LF $45.00 $27,000 Basis for Cost Projection: Subtotal: $198,310 No Design Completed Conting.(%,+/-) 10 $21,690 ❑ Preliminary Design Total: $220,000 ❑ Final Design This total does not reflect engineering or technical services. 1 r Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: M-54/54R Sanitary Sewer Relocation Sheet: 15 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 18-inch Sewer Pipe by other than open cut(under channel) 950 LF $500.00 $475.000 2 24-inch Sewer Pipe with Backfill per D-24 950 LF $240.00 $228,000 3 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 3 EA $2,000.00 $6,000 4 Junction Sanitary Sewer Manhole,to 6'deep,D-27 2 EA $10,000.00 $20,000 5 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep,D-27 20 VF $300.00 $6,000 6 Concrete Collar for Manhole,D-27 5 EA $350.00 $1,750 7 Watertight Manhole Insert Per Item D-27 @ 5 EA $150.00 $750 8 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 50 VF $200.00 $10,000 9 Sanitary Sewer Service Cleanouts,D-61 6 EA $150.00 $900 10 Remove Existing Sanitary Sewer Manhole,D-29 4 EA $1,000.00 $4,000 11 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 12 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 1,900 LF $4.00 $7,600 D-35 13 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 1,900 LF $3.00 $5,700 Lines,D-38 14 Vacuum Testing of Sanitary Sewer Manholes,D-36 5 EA $200.00 $1,000 15 Concrete Encasement Per Item D-49 @ 950 LF $40.00 $38,000 16 Grout 24-inch Sewer Line to be Abandoned with Flowable Fill,DA-108 1,500 LF $10.00 $15,000 17 Permanent HMAC Pavement and Non-Reinforced Concrete Base Repair per Fig. 950 LF $55.00 $52,250 2000-1A 18 Site Specific Trench Safety System,D-26 950 LF $2.00 $1,900 19 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $2,000 20 Environmental Action Plan 1 LS $20,000.00 $20,000 21 Flowable Fill in Lieu of typical trench back fill,DA-108 950 LF $45.00 $42,750 22 Odor Control Facility 2 LS $50,000.00 $100,000 23 Jacking Shaft 2 EA $130,000.00 $260,000 Basis for Cost Projection: Subtotal: $1,300,200 ❑ No Design Completed Coating.(%,+/-) 10 $139,800 ❑ Preliminary Design Total: $1,440,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley--Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-1099 Sanitary Sewer Relocation Sheet: 16 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 12-inch Sewer Pipe with Backfill per D-24 @ 1,000 LF $100.00 $100,000 2 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 3 EA $2,000.00 $6,000 3 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep,D-27 30 VF $300.00 $9,000 4 Concrete Collar for Manhole,D-27 3 EA $350.00 $1,050 5 Watertight Manhole Insert Per Item D-27 @ 3 EA $150.00 $450 6 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 48 VF $200.00 $9,600 7 Sanitary Sewer Service Cleanouts,D-61 10 EA $150.00 $1,500 8 Remove Existing Sanitary Sewer Manhole,D-29 2 EA $1,000.00 $2,000 9 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 900 LF $4.00 $3,600 D-35 10 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 1,000 LF $3.00 $3,000 Lines,D-38 11 Vacuum Testing of Sanitary Sewer Manholes,D-36 3 EA $200.00 $600 12 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 700 LF $4,00 $2,800 13 Cut and Plug Existing Sanitary Sewer Main 1 EA $500.00 $500 14 Concrete Curb and Gutter Replacement,DA-24 20 LF $30.00 $600 15 Concrete pavement Repair per figure 2000-2 2,222 SY $70.00 $155,540 16 Site Specific Trench Safety System,D-26 1,000 LF $2.00 $2,000 17 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $2,000 18 Environmental Action Plan 1 LS $10,000.00 $10,000 19 Flowable Fill in Lieu of typical trench back fill,DA-108 1,000 LF $45.00 $45,000 Basis for Cost Projection: Subtotal: $355,240 ❑ No Design Completed Contin . %,+!- 10 $44,760 ❑ Preliminary Design Total: $400,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-2842 Sanitary Sewer Relocation Sheet: 17 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 700 LF $70.00 $49,000 2 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 4 EA $2,000.00 $8,000 3 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep,D-27 20 VF $300.00 $6,000 4 Concrete Collar for Manhole,D-27 4 EA $350.00 $1,400 5 Watertight Manhole Insert Per Item D-27 @ 4 EA $150.00 $600 6 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 44 VF $200,00 $8,800 7 Sanitary Sewer Service Cleanouts,D-61 10 EA $150.00 $1,500 8 Remove Existing Sanitary Sewer Manhole,D-29 3 EA $1,000.00 $3,000 9 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 950 LF $4.00 $3,800 D-35 10 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 700 LF $3.00 $2,100 Lines,D-38 11 Vacuum Testing of Sanitary Sewer Manholes,D-36 4 EA $200.00 $800 12 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 600 LF $4.00 $2,400 13 Cut and Plug Existing Sanitary Sewer Main 2 EA $500.00 $1,000 14 Concrete pavement Repair per figure 2000-2 1,556 SY $70.00 $108,920 15 Site Specific Trench Safety System,D-26 700 LF $2.00 $1,400 16 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $2,000 17 Environmental Action Plan 1 LS $10,000.00 $10,000 Basis for Cost Projection: Subtotal: $210,720 No Design Completed Coating.(%,+/-) 10 $29,280 ❑ Preliminary Design Total: F $240,000 ❑ Final Design This total does not reflect engineering or technical services. 4 � Kimley-l-lorn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: M-545 Sanitary Sewer Relocation Sheet: 18 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 66-inch Sewer Pipe with with Sackfill per D-24 300 LF $800.00 $240,000 2 96-inch Tunnel Liner with 66"Carrier Pipe 100 LF $1,500.00 $150,000 3 42-inch Sewer Pipe by other than open cut(under channel) 900 LF $1,200.00 $1,080,000 4 Junction Sanitary Sewer Manhole,to 6'deep,D-27 4 EA $30,000.00 $120,000 5 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep,D-27 80 VF $300.00 $24,000 6 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 104 VF $200.00 $20,800 7 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 1,300 LF $4.00 $5,200 D-35 8 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 1,300 LF $3.00 $3,900 Lines,D-38 9 Vacuum Testing of Sanitary Sewer Manholes,D-36 4 EA $200.00 $800 10 Concrete Encasement Per Item D-49 @ 900 LF $40.00 $36,000 11 Grout 66-inch Sewer Line to be Abandoned with Flowable Fill,DA-108 1,200 LF $40.00 $48,000 12 Cut and Plug Existing Sanitary Sewer Main 2 EA $500.00 $1,000 13 Hydromulch Seeding,D-45 2,000 SY $10.00 $20,000 14 Site Specific Trench Safety System,D-26 400 LF $2.00 $800 15 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $2,000 16 Environmental Action Plan 1 LS $20,000.00 $20,000 17 Storm Water Pollution Prevention Implementation 1 LS $10,000.00 $10.000 18 Odor Control Facility 2 LS $50,000.00 $100,000 19 Jacking Shaft 2 EA $130,000.00 $260,000 Basis for Cost Projection: Subtotal: $2,142,500 ❑ No Design Completed IlConting. %,+/- 10 $217,500 ❑ Preliminary Design Total: $2,360,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-4832 Sanitary Sewer Relocation Sheet: 19 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 600 LF $70.00 $42,000 2 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 1 EA $2,000.00 $2,000 3 Junction Sanitary Sewer Manhole,to 6'deep,D-27 1 EA $10,000.00 $10,000 4 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep, D-27 20 VF $300.00 $6,000 5 Concrete Collar for Manhole,D-27 2 EA $350.00 $700 6 Watertight Manhole Insert Per Item D-27 @ 2 EA $150.00 $300 7 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 42 VF $200.00 $8,400 8 Sanitary Sewer Service Cleanouts,D-61 5 EA $150.00 $750 9 Remove Existing Sanitary Sewer Manhole,D-29 2 EA $1,000.00 $2,000 10 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 600 LF $3.00 $1,800 Lines,D-38 11 Vacuum Testing of Sanitary Sewer Manholes,D-36 2 EA $200.00 $400 12 Grout 6-inch Sewer Line to be abandoned with Flowable Fill,DA-108 500 LF $3.00 $1,500 13 Cut and Plug Existing Sanitary Sewer Main 1 EA $500.00 $500 14 Permanent HMAC Pavement and Non-Reinforced Concrete Base Repair per Fig. 600 LF $55.00 $33.000 2000-1A 15 Site Specific Trench Safety System,D-26 600 LF $2.00 $1,200 16 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $2,000 Basis for Cost Projection: Subtotal: $112,550 No Design Completed Contin . %,+/ 10 $17,450 ❑ Preliminary Design Total: $130,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/71200Y Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-2921 Sanitary Sewer Relocation Sheet: 20 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 600 LF $70.00 $42,000 2 16"Steel Casing by Bore with 8"Carrier Pipe w/Stainless Steel Spacers 100 LF $300.00 $30,000 3 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 3 EA $2,000.00 $6,000 4 Modified Type"A"5-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 1 EA $4,000.00 $4,000 5 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep,D-27 30 VF $300.00 $9,000 6 Concrete Collar for Manhole,D-27 4 EA $350.00 $1,400 7 Watertight Manhole Insert Per Item D-27 @ 4 EA $150.00 $600 8 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 54 VF $200.00 $10,800 9 Sanitary Sewer Service Cleanouts,D-61 6 EA $150.00 $900 10 Abandon Existing Sanitary Sewer Manhole, DA-120 2 EA $800.00 $1,600 11 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 700 LF $3.00 $2,100 Lines,D-38 12 Vacuum Testing of Sanitary Sewer Manholes,D-36 4 EA $200.00 $800 13 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 373 LF $4.00 $1,492 14 Cut and Plug Existing Sanitary Sewer Main 1 EA $500.00 $500 15 Permanent Asphalt Pavement Repair with Reinforced Concrete Base per Fig.2000- 600 LF $60.00 $36,000 1B 16 Site Specific Trench Safety System,D-26 600 LF $2.00 $1,200 17 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $21 000 Basis for Cost Projection: Subtotal: $150,392 El No Design Completed Coating.(%,+/) 10 $19,608 El Preliminary Design Total: $170,000 ❑ Final Design This total does not reflect engineering or technical services. Kimle)(Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 1117/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L 4557/4457 Sanitary Sewer Relocation Sheet: 21 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 900 LF $70.00 $63,000 2 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 3 EA $2,000.00 $6,000 3 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep,D-27 15 VF $300.00 $4,500 4 Watertight Manhole Insert Per Item D-27 @ 3 EA $150.00 $450 5 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 40 VF $200.00 $8,000 6 Sanitary Sewer Service Cleanouts,D-61 5 EA $150.00 $750 7 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 8 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 900 LF $3.00 $2,700 Lines,D-38 9 Vacuum Testing of Sanitary Sewer Manholes,D-36 3 EA $200.00 $600 10 Grout 6-inch Sewer Line to be abandoned with Flowable Fill,DA-108 625 LF $3.00 $1,875 11 Cut and Plug Existing Sanitary Sewer Main 1 EA $500.00 $500 12 Site Specific Trench Safety System,D-26 900 LF $2.00 $1,800 13 Topsoil and Hydromulching Per Item D-45 900 LF $7.00 $6,300 14 Storm Water Pollution Prevention Implementation 1 LS $10,000.00 $10,000 Basis for Cost Projection: Subtotal: $108,075 ❑ No Design Completed Contin %,+/- 10 $11,925 ❑ Preliminary Design Total: $120,000 -11 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Korn &Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG itle: L-6099 Sanitary Sewer Relocation Sheet: 22 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 12-inch Sewer Pipe with Backfill per D-24 @ 1,200 LF $100.00 $120,000 2 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 4 EA $2,000.00 $8,000 3 Junction Sanitary Sewer Manhole,to 6'deep,D-27 1 EA $10,000.00 $10,000 4 Added Depth for Sanitary Sewer Manholes Greater than 6'Deep,D-27 40 VF $300.00 $12,000 5 Concrete Collar for Manhole,D-27 4 EA $350.00 $1,400 6 Watertight Manhole Insert Per Item D-27 @ 4 EA $150.00 $600 7 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 70 VF $200.00 $14,000 8 Sanitary Sewer Service Cleanouts,D-61 5 EA $150.00 $750 9 Abandon Existing Sanitary Sewer Manhole,DA-120 4 EA $800.00 $3,200 10 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 1,200 LF $4.00 $4,800 D-35 11 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 1,200 LF $3.00 $3,600 Lines,D-38 12 Vacuum Testing of Sanitary Sewer Manholes,D-36 5 EA $200.00 $1,000 13 Grout 10-inch Sewer Line to be abandoned with Flowable Fill,DA-108 900 LF $5.00 $4,500 14 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 300 LF $4.00 $1,200 15 Hydromulch Seeding,D-45 2,630 SY $10.00 $26,300 16 Concrete pavement Repair per figure 2000-2 156 SY $70.00 $10,920 17 Site Specific Trench Safety System,D-26 1,200 LF $2.00 $2,400 18 Storm Water Pollution Prevention Implementation 1 LS $10,000.00 $10,000 Basis for Cost Projection: Subtotal: $234,670 No Design Completed IlConting. %,+/- 10 $25,330 ❑ Preliminary Design Total: $260,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-1898 Sanitary Sewer Relocation Sheet: 23 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 12-inch Sewer Pipe with Backfill per D-24 @ 1,700 LF $100.00 $170,000 2 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 5 EA $2,000.00 $10,000 3 Concrete Collar for Manhole,D-27 5 EA $350.00 $1,750 4 Watertight Manhole Insert Per Item D-27 @ 5 EA $150.00 $750 5 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 30 VF $200.00 $6,000 6 Sanitary Sewer Service Cleanouts,D-61 15 EA $150.00 $2,250 7 Abandon Existing Sanitary Sewer Manhole,DA-120 4 EA $800.00 $3,200 8 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 1,700 LF $4.00 $6,800 D-35 9 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 1,700 LF $3.00 $5,100 Lines,D-38 10 Vacuum Testing of Sanitary Sewer Manholes,D-36 5 EA $200.00 $1,000 11 Grout 12-inch Sewer Line to be abandoned with Flowable Fill,DA-108 2,000 LF $6.00 $12,000 12 Cut and Plug Existing Sanitary Sewer Main 1 EA $500.00 $500 13 Permanent HMAC Pavement and Non-Reinforced Concrete Base Repair per Fig. 1,700 LF $55.00 $93,500 2000-1A 14 Site Specific Trench Safety System,D-26 1,700 LF $2.00 $3,400 15 Exploratory Excavation(D-Hole),D-51 3 EA $1,000.00 $3,000 16 Environmental Action Plan 1 LS $10,000.00 $10,000 Basis for Cost Projection: Subtotal: $329,250 No Design Completed Contin . %,+/- 10 $40,750 ❑ Preliminary Design Total: $370,000 ❑ Final Design This total does not reflect engineering or technical services. � r Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked B . GAG Title: L-2729 Sanitary Sewer Relocation Sheet: 24 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 650 LF $70.00 $45,506 2 Service Reconnection 10 EA $300.00 $3,000 3 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 3 EA $2,000.00 $6,000 4 Concrete Collar for Manhole,D-27 3 EA $350.00 $1,050 5 Watertight Manhole Insert Per Item D-27 @ 3 EA $150.00 $450 6 Interior Manhole Protective Coating,DA-11.DA-14 or DA-15 18 VF $200.00 $3,600 7 Sanitary Sewer Service Cleanouts,D-61 10 EA $150.00 $1,500 8 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 9 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 611 LF $4.00 $2,444 D-35 10 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 650 LF $3.00 $1,950 Lines,D-38 11 Vacuum Testing of Sanitary Sewer Manholes,D-36 3 EA $200.00 $600 12 Grout 6-inch Sewer Line to be abandoned with Flowable Fill,DA-108 611 LF $3.00 $1,833 13 Cut and Plug Existing Sanitary Sewer Main 1 EA $500.00 $500 14 Concrete Sidewalk and Driveway Replacement,0-20 700 SY $45.00 $31,500 15 Permanent Asphalt Pavement Repair with Reinforced Concrete Base per Fig.2000- 50 LF $60.00 $3,000 16 16 Site Specific Trench Safety System,D-26 650 LF $2.00 $1,300 17 Exploratory Excavation(D-Hole),D-51 2 EA $1,000.00 $2,000 Basis for Cost Projection: Subtotal: —11 $107,827 No Design Completed Conting.(!jLL/-L 10 $12,173 ❑ Preliminary Design Total: IL $120,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-2727 Sanitary Sewer Relocation Sheet: 25 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 12-inch Sewer Pipe with Backfill per D-24 @ 1,450 LF $100.00 $145,000 2 8-inch Sanitary Sewer Pipe,by Open Cut 550 LF $70.00 $38,500 3 4-inch Sanitary Sewer Pipe(Service Line),by Open Cut 2,800 LF $25.00 $70,000 4 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 6 EA $2,000.00 $12,000 5 Concrete Collar for Manhole,D-27 6 EA $350.00 $2,100 6 Watertight Manhole Insert Per Item D-27 @ 6 EA $150.00 $900 7 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 36 VF $200.00 $7,200 8 Sanitary Sewer Service Cleanouts,D-61 14 EA $150.00 $2,100 9 Remove Existing Sanitary Sewer Manhole,D-29 3 EA $1,000.00 $3,000 10 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 1,000 LF $4.00 $4,000 D-35 11 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 1,450 LF $3.00 $4,350 Lines,D-38 12 Vacuum Testing of Sanitary Sewer Manholes,D-36 6 EA $200.00 $1,200 13 Grout 24-inch Sewer Line to be Abandoned with Flowable Fill,DA-108 900 LF $10.00 $9,000 14 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 900 LF $4.00 $3,600 15 Grout 6-inch Sewer Line to be abandoned with Flowable Fill,DA-108 500 LF $3.00 $1,500 16 Permanent Asphalt Pavement Repair with Reinforced Concrete Base per Fig.2000- 1,450 LF $60.00 $87,000 16 17 Site Specific Trench Safety System,D-26 1,450 LF $2.00 $2,900 18 Exploratory Excavation(D-Hole),D-51 5 EA $1,000.00 $5,000 19 Topsoil and Hydromulching Per Item D-45 2,000 LF $7.00 $14,000 20 Storm Water Pollution Prevention Implementation 1 LS $10,000.00 $10,000 Basis for Cost Projection: Subtotal: $423,350 0 No Design Completed Contin . %,+/- 10 $46,650 ❑ Preliminary Design Total: _ $470,000 ❑ Final Design This total does not reflect engineering or technical services. 1 { Kimley-Horn &Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-27$9 Sanitary Sewer Relocation Sheet: 26 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 400 LF $70.00 $28,000 2 4-inch Sanitary Sewer Pipe(Service Line),by Open Cut 1,800 LF $25.00 $45,000 3 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 2 EA $2,000.00 $4,000 4 Concrete Collar for Manhole,D-27 2 EA $350.00 $700 5 Watertight Manhole Insert Per Item D-27 @ 2 EA $150.00 $300 6 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 12 VF $200.00 $2,400 7 Sanitary Sewer Service Cleanouts,D-61 8 EA $150.00 $1,200 8 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 9 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 300 LF $4.00 $1,200 D-35 10 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 400 LF $3.00 $1,200 Lines,D-38 11 Vacuum Testing of Sanitary Sewer Manholes,D-36 2 EA $200.00 $400 12 Grout 6-inch Sewer Line to be abandoned with Flowable Fill,DA-108 300 LF $3.00 $900 13 Cut and Plug Existing Sanitary Sewer Main 1 EA $500.00 $500 14 Permanent Asphalt Pavement Repair with Reinforced Concrete Base per Fig.2000- 400 LF $60.00 $24,000 18 15 Site Specific Trench Safety System,D-26 400 LF $2.00 $800 16 Exploratory Excavation(D-Hole),D-51 1 EA $1,000.00 $1,000 Basis for Cost Projection: Subtotal: $113,200 0 No Design Completed Contin . %,+/- 10 11 $16,800 ❑ Preliminary Design Total: $130,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-3949 Sanitary Sewer Relocation Sheet: 27 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 8-inch Sanitary Sewer Pipe,by Open Cut 1,400 LF $70.00 $98,000 2 4-inch Sanitary Sewer Pipe(Service Line),by Open Cut 1,400 LF $25.00 $35,000 3 Std.4-foot Diameter Sanitary Sewer Manhole,to 6'deep,D-27 3 EA $2,000.00 $6,000 4 Concrete Collar for Manhole,D-27 3 EA $350.00 $1,050 5 Watertight Manhole Insert Per Item D-27 @ 3 EA $150.00 $450 6 Interior Manhole Protective Coating,DA-11,DA-14 or DA-15 18 VF $200.00 $3,600 7 Sanitary Sewer Service Cleanouts,D-61 7 EA $150.00 $1,050 8 Remove Existing Sanitary Sewer Manhole,D-29 3 EA $1,000.00 $3,000 9 Pre-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer Lines, 1,400 LF $4.00 $5,600 D-35 10 Post-Construction Television Inspection of 8-inch and 24-inch Sanitary Sewer 1,400 LF $3.00 $4,200 Lines,D-38 11 Vacuum Testing of Sanitary Sewer Manholes,D-36 3 EA $200.00 $600 12 Concrete pavement Repair per figure 2000-2 3,111 SY $70.00 $217,770 13 Site Specific Trench Safety System,D-26 1,400 LF $2.00 $2,800 14 Exploratory Excavation(D-Hole), D-51 2 EA $1,000.00 $2,000 Basis for Cost Projection: Subtotal: E$381,120 ❑ No Design Completed Contin . %,+1- 10 $38,880 ❑ Preliminary Design Total: $420,000 ❑ Final Design This total does not reflect engineering or technical services. I Kimley-Morn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/712007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked B : GAG Title: L-2958 Abandon Sheet: 28 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 JAbandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 500 LF $4.00 $2,000 Basis for Cost Projection: Subtotal: $3,600 ❑ No Design Completed ]lConting. %,+/- 10 $6,400 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: M-9 Abandon Sheet: 29 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 5 EA 1 $800.00 $4,000 2 Grout 16-inch Sewer Line to be Abandoned with Flowable Fill,DA-108 800 LF $7.00 $5,600 Basis for Cost Projection: Subtotal: $9,600 No Design Completed Contin . %,+/- 10 $10,400 ❑ Preliminary Design 11 $20,00011 ❑ Fnal Design This total does not reflect engineering or technical services. Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-2329 Abandon Sheet: 30 of 43 DI Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 420 LF $4.00 $1,680 Basis for Cost Projection: Subtotal: $3,280 ID No Design Completed Contin . %,+/- 10 $6,720 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-924 Abandon Sheet: 31 of 43 Item No. Item Descri tion Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 800 LF $4.00 $3,200 Basis for Cost Projection: Subtotal: $4,800 ❑� No Design Completed IlConting. %,+/- 10 $5,200 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG 111ITitle: LA099 Abandon Sheet: 32 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 21 EA $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 945 LF $4.00 $3,780 Basis for Cost Projection: Subtotal: $5,380 ❑ No Design Completed Conting.(%,+/-L 10 $4,620 ElPreliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008D24 Checked B : GAG Title: L-248 Abandon Sheet: 33 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 4 EA $800.00 $3,200 2 Grout 66-inch Sewer Line to be Abandoned with Flowable Fill,DA-108 1,200 LF $40.00 $48,000 Basis for Cost Projection: Subtotal: $51,200 El No Design Completed Contin . °lo,+/- 10 $8,800 ❑ Preliminary Design Total: 11 $60,00011 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Worn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-2842 Abandon Sheet: 34 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 3 EA $800.00 $2,406 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 700 LF $4.00 $2,800 Basis for Cost Projection: Subtotal: $5,200 No Design Completed Contin . %,+/- 10 $4,800 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: M-132 Abandon Sheet: 35 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 20 EA $800.00 $16,000 2 Grout 24-inch Sewer Line to be Abandoned with Plowable Fill,DA-108 4,200 LF $10.00 $42,000 Basis for Cost Projection: Subtotal: $58,000 ❑ No Design Completed Contin . %,+/- 10 $12,000 ❑ Preliminary Design Total: 11 $70,000 ❑ Final Design This total does not reflect engineering or technical services. I Kimley-born&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: Jked BRA KHA No.: 000008024 Chec GAG Title: L-4320 Abandon Sheet: 36 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 482 LF $4.00 $1,928 Basis for Cost Projection: Subtotal: $3,128 No Design Completed Contin %,+/- 10 $6,472 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-3683 Abandon Sheet: 37 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 3 EA $800.00 $2,400 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 1,075 LF $4.00 $4,300 Basis for Cost Projection: Subtotal: 4;91 ❑ No Design Completed Contin . %,+/- 10 ❑ Preliminary Design Total: ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn &Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-3772 Abandon Sheet: 38 of 43 31 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 237 LF $4,00 $948 Basis for Cost Projection: Subtotal: $2,548 El No Design Completed JlContinq. °!°,+i- 10 $7,452 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked B : GAG Title: L-4735 Abandon Sheet: 39 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1.600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 550 LF $4.00 $2,200 Basis for Cost Projection: Subtotal: $3,800 ❑ No Design Completed Contin2.(%,+/-1 10 $6,200 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley-Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked B : GAG Title: L-2921 Abandon Sheet: 40 of 43 Item No. Item-Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 =237LF $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 $4.00 $948 Basis for Cost Projection: Subtotal: $2,548 El No Design Completed Contin %,+/- 10 $7,452 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. r Kimley-Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-4734 Abandon Sheet: 41 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 2 EA $800.00 $1,600 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 550 LF $4.00 $2,200 Basis for Cost Projection: Subtotal: $3,800 El No Design Completed JContinq.(%,+/-L_ 10 $6,200 ❑ Preliminary Design ][Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. Kimley=Horn&Associates,Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11/7/2007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked By: GAG Title: L-9185'Abandon Sheet: 42 of 43 Item No, Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole, A-120 4 EA $800.00 $3,200 2 Grout 8-inch Sewer Line to be abandoned with Flowable Fill,DA-108 700 LF $4.00 $2,800 Basis for Cost Projection: Subtotal: $6,000 ❑ No Design Completed Contin . %,+/- 10 $4,000 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. r r Kimley=Horn&Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 11f712007 Project: Utility Relocation of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision-Central City Project:Phase 1 Prepared By: JRA KHA No.: 000008024 Checked B : GAG Title: L-1894 Abandon Sheet: 43 of 43 Item No. Item Description Quantity Unit Unit Price Item Cost 1 Abandon Existing Sanitary Sewer Manhole,DA-120 4 EA 1 $800.00 $3,200 2 Grout 10-inch Sewer Line to be abandoned with Flowable Fill,DA-108 935 LF $5.00 $4,675 Basis for Cost Projection: Subtotal: $7,875 ❑ No Design Completed Contin %,+/- 10 $2,125 ❑ Preliminary Design Total: $10,000 ❑ Final Design This total does not reflect engineering or technical services. ATTACHMENT C CHANGES AND AMENDMENTS TO STANDARD AGREEMENT Utility Relocations of Sanitary Sewer Systems and Water Delivery Systems for the Trinity River Vision — Central City Project: Phase 1 City Project No. 00969 DOE No. 5958 There are no changes or amendments to the Standard Agreement. r c LL a1 47 f6 L <6 a acl) 'o a +. c U c r Q U 0 rn 0 0 0o 0 0 0 rn 0 co rn am o 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 'N N N N N N N N N N N N N N N O (D W N Orl O t` (O N N N N O N N N M O L _ 9 m U � co w_ m NC N m m m CCpNm a) 6C_ OON j O m a) ' -0cC 'a O m ~ d ~ (D H w to v O 0' w O W Z d co co co 0o co co co co ao co co 0 ao 0 G1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 +r U O N N N N N N N N N N N N N N VN N N n (O 0 0 N O N (O M U7 (n 0 L N N N N O N N N 0 0 0 0 n m m m m m m m m v a U 0i m -a 70 -o m a1 c N (cif (te N w w w y N � � m _ 0 0 o a) a) a) a) m m m a) -o m N C LL 70m LL C (6 d 0 -0 m m m m m m m m m m m m m 3 _0 'a v -o v v -o v -o 'a _0 'a o � (^D U7 N (O n M O n N N U7 3 (6 � c � � c fn m m W > c C C m m N U O d 'a Q Q 65 O U a/ m CCU m G C C «; Z z o 2 h N a) O C N a) �+ N N Q C7 C U a) C Q N N -a a. C a)< ZtmmO d a O m v7 Q C W a c o C a) m C m O a C 0 7 (a N iA U o c p o 2 U w (n m ca =o N .0 U' U) 0' U O N C N CO z a- U a-, ii a U ji LL N� p � z I I O I I' I N i U ° ' O d g 12 U ¢ G a C N� _ I a J p N aj Z 7 � O I' y Al �I d►4►� ► AL Cn 6) I LLD.G U ! U O 'p N iN Irn m co N IN II v I `m n < u'S �n o o m Ic m co d n m im m ,m N c3 m c`o 'm u�Ni E 22 2 y I a o Ilo o a o 0 0 0 !o o to 0 0 0 o Ic c I,o o O , I o a i N y o � o ❑ °' o v m y ❑ � F H ,F m E- o a I d o � a � F- g° O o t n v io E N m c iQ is = m o Ic 3 E o U �y) E a ¢ M N y T N y G N 'N ILL Q O U U 'I CL J K Q I v m y c � � ❑ I I I I � M M ....t2 t0 n OJ rn O N M (V N (O n M rn C N M v G p a i j LL N� N O t O Z O d N Q a I a� I n i � t i lrh4 i I c � I U y4 i o c > I o � ! 12 ww )'C O ------------ o Q m m - - -_ --- ----- ?� > O LL O v N i I m ro ro m rn m m`m m w W W IW I ro o � -p ^ ,<o a IN o o � rn '.. w o `o o w IN o �n co i c'S Z• U 'ro o �`v co co e'o w ti ,o ro rn °� m rn rn E E cz co co III L o v n i i w I X ( R � N O a III m i2 VE III aE 'I,E E r 3 I a IN v O iN 'L r ro m 0 N Q O y '- O h E n — g a ° IZ m c m rn m w O I` w E m R s E � � m i �m Iw E ,a a c v l > o Ic Iv E. E U E l o F ijM irn a C I I i a. I N-'+ ( IQ Z tl U fn N Q Ii a - l I CL O ° _... � .... ..... ._.. ..__. ..._. of _ yy � fill I F � E >+ Co W W C O a w�� a a co �:n a a v v � rn A � a r `m m � co o`> 2• N _ _ = O= _ _ '�� .LL = V- N 'F F- F� F N CJ c �,'S° N O - LL ❑ c N = vi ro ro w ',ro m mo ro ro oo m m m w o> :m m m Im m m Im m ro (o ilo o I;o _.c E o O 'O O O 'O O O 'O 'O O O 0 O !O 0 O tD za a n (y LL 3 LL ',.IL lL Ll tL O O la a a v m O CO O> p 1 G N iU N W �Eo icy° Ih f= i ❑ a I I 0 N E 2i i � y O m m Al F ( c cl 12 � I I .Q w ',. s o N v c o o c c 3 U i r"m. m 3 � rn v a o T £ ❑ v T 5 N ! iz LET (c o ° ° ❑` c !O w m �w I'� r o ,,y !a i.i0c m m I,o v `m '� c� E U E m E ❑ v ' o m o Q m I� !_' IT '�, w :c , L' 6_ O .� LL' IN IN N IU` U W ❑ 4 E K 1 ❑ IIU 'U ❑ W W W LL O 'U U c m I F I I I i 0-0 g I 2 cj i a) � N I I p ' 2 it p (1) Q t •o s, I j g N LL o� Qt � o I l N it O � p i E E T CO W w r(n 61 >O L C)O > j C pLL N � v co �a oZ2co a � N N f I o I II � N � I m , U i I I I I o o I Dp o Z = III m w N Z Z o B Ic o p a to s o 0 U U ° 2 �3 P Z I C id m ' I � I o c li .� -��� aq�� wusLr si iuimJ�n'iBu' � Y � � 1 P•aiw�in�'a�`n'.... io0oeena' n >!I 3� ins oioe° p a \ j it e FM _ fQ`�tlAlsee = li h I e s a $�as„s�r v407Aeeelee�l{!lees y, �. pa I' — ���,z I I lei i s a iw Pl � ci �� ro$ se°a s� ee a r Oil _ sdn h 1 I 0 aN-1- FWDs I�lal� �ISBRbdse 0 oPi V n,>sao °r 6 tom ° — 3 1 n IM l.aoxor n II I R l — � A's 9 p d�lo� a '' i I-�'rii Pi � °r�-' �' sue... �a 5�� i•.- � r 1 4 �" '- ��I! ,�"Fa` �•. rII �«-..mod, �:;Sa �§� is a kla ®� I ° „Ik{SNP a Ik r° Isl F-B "ice d A51' #' aa - s ° rl—g N� y[3 G t. �,, J•J�ii�l�r.�eA 7 �N i o r i 5 s eI " fi �o9rwro an 4 � q..........nN�B- la 4 �' ellABxlsi Fo��`Iiniu°g,°1{� ■��s9d r �� I� ms�ardl.ixi ppe�pAp!seal 6119p6eeeoe� I�; � �� I � 1 sP. °ens nnonn°oP n msl A°le I.1 W 01 i nll 1 i In e � � E i sslel 666 6 A LEGEND \ / PROPOSED WATER LINE X X X—*- PROPOSED ABANDONMENT PROPOSED CHANNEL AN 'JL 2 PROPOSED MITIGATION AREA \i SCALE: 1'- 500' POSSIBLE MITIGATION AREA rF 913, �\ D 8 FL 1/Z \ V4 \ S� \ 'FL CAL'VERT o /1 L�`1 T,I TILL AR ST D - �' °f` '4 y 17 w �F ea WH TE SSE EMENT'/ LL 23 a 2 > � \ 5 4 �� - rf� 8 h � /% \ s' ��/�5°(1 /J ' 3 20 I. ' C 2 4 R Gp_ �tp`r 101) o 4A S �G 4R DATE: DCT.2007 ' WATER LNE RELOCATIONS CITY OF FORT WORTH, TEXAS FOR SEC,A*NT 1 UnUTY RELOCATIONS OF STORM WATER, SALARY ❑�� Kimley-Horn E2 DRAYRL AKN CITY coma DISTRICT 9 SEWER SYSTEMS AND WATER DELIVERY SYSTEMS FOR and Associates,Inc. g CHECKED:GAG TRNITv RP/ can a..y R,can.nau Fn x.,n4 n .1. mi-w-ui KXA NO.:OOOOOB024 MAPSCO PACE NO. 62 THE 1 M�11 E RPM Gn VISION — A.cJ�1 n/V. u 1 E PROJECT mem \ PROPOSED WATER LINE \; /\ j" /\ -4" X X X X PROPOSED ABANDONMENT \' PROPOSED CHANNEL �� _ PROPOSED MITIGATION AREA SCALE: 1'—500' \\, /'� 6 �/ ��, _ POSSIBLE MITIGATION AREA ' o"METES 30S vv� 21 v U00 \] o / \ / A. v �v 1ti -, 34H j ! 9� k � 230 I I== a 3 \ >.a i lo 'J;URf� 4 s e •\ ;l45 •_/ �;. oAKsti•aoo cEnnEreuv v4 \� 244 /- jFv /V' \ 24z V E. lOn\�.r \ \ C/ �\ 24? \� Nil.�' JIjE / �,., \\ (✓/�'C/ � � \/ TI DATE 007.2007 ttY and Associates,Inc.WATER I.I�E RB.00ATIONS CITY OF FORT WORTH, TEXAS DE": c7D FOR SEGMENT 2 LnUTY RELOCATIONS OF STORM WATER, SANITARY ��� Kimley-Horn E3 DRAWN: AKR CrrY COUNCL DISTRICT'FOR SEWER SYSTEMS, AND WATER DELNHtY SYSTEMS FOR .o,�„s�.�„.,ou.E CHECKED:GAG MAPSCO PAGE NO. 62 THE 1RNTY RIVER VISION — CENTRAL CTTY PROjECT KHA NO.:DOOODD024 L-AOSdLLD WUN33—NOUA .0 C{ .• .• •• Am • •. •C. a vd eee•eueeA����tetue � o - ene�ve�a — reeneueee nnu A &oEr 1 !Ea,N,t em f Iu au ci � r � >� �s• t- I a AiM�Yoe, ... � kE i� I h � \, .a � m I o ill �I t •Q;a a r � �Y ua, t a � � � F gr m mp���.A101 sTx a NICK r � '� '�•a°auk � �00� +•S �'+'° e - v n ,.m n t _ y E�pg ,a Ira' q._ °�,00 tdiVP.IYiiLti ollu a —r ee, �a1gBM— ' y °�$a. �d\,.. ,�e•l� �y�� � �a���' ilk I �ld�_ �y- I all 9„ �• u�7 maaaa �e. �as N�4�w�et��.w� � . � � �k ..^e. ta�� y�'".. ,� � sY os� CIi III•o °°°oo•;i e i � d-Ea°tlCaf�CE�CtC��t r.��\ try • .. e y�. ae9�r p0el.+g'�"'��� ��` �\ o0 00�0o cv■vo nvovevulovov � IP L � ral E sac R e eey<< r - mm reN v 6a�Itm Yl w� A � _7,. �^�NpaIII �•�p,61p�E t �, -0 �-N910 v0o �•9 of mN Cao�a�� , a s g E! • Auk R �Y o v r ,NrM.pp— g� �e I °i 4� r oaa1V!�!�.9.:p,fe e I '��y/.� tf*.�q_ _ I � — p���.y. SCALE ,•_5W / ON6AZAA F `` `\\ CiS•'(� \ HEM \ •s i i d �oSP IS N Ro A le a Is 1 , l TRAINING o, rr o m POLICE —_ � 7.96 AREA 3 T _ 8 m ��--�_ C J 2.44E 1.91E 88.40 3.97 / RIF A y E �' m 60 Sal . IN0�5 IS d d 4 'OL 91�5. 8.20E _ - - - E L �64 '1 O'iI_�G 22.ea .SiE 5.50 10 6.58 1P5 CALVEF IG 1e R 18 16 . li ,12 to P J 63 J NI 5.12 0. - J � e V ia.1 2C.35 6" 5,06 3.00E 6- 4,03 3.45 G 05E a 17 M IP I-li 4: 3 --- -� s \ 3 � � E O vX- v- TT 10 T S \f 4 516 , P 10 1 3 5 8 9 10 - 1 - 1416 o m roa 3 • s a ,a 0 pzo a Loa �� nn d\. / /.. - 7 > 8. iE 6,99E n 4 1 1 P 8 11 I3 � 5 + , ---- 1- I 1d sr - - 9 6 iIIJ� 'j H 31.56 15 6 Q I 3 2i 4 11 So e ° II o4 15 Apo y or LEGM P� 9 .1n tie. � '� c PROPOSED SEWER LINE PR P •DID PROPOSED ODOR CONTROL s TBD PROPOSED SEWER LINE 4R POD 0 1 0 64� hf_C/,C c? a -—*- PROPOSED ABANDONMENT a 1 " z so e. 5 6 7.190K OANJ ra ze PROPOSED CHANNEL v Al 'a a p PROPOSED MITIGATION AREA .06 a �Q�P 2 0 22 a POSSIBLE MITIGATION AREA e- .� s I4 S 16.09 54- � "✓ r �� 2. 4E O 6 5 13.84 O CAM OCT.xom SAM MY SEWER LAE CRY OF FORT WORTH, TEXAS RELOCATIONS FOR SEGMENT 1 UnWY RELOCATIONS OF STORM WATER, SANITARY �IM® lG�BY-Hom E5 °RAW ANN MY CMKX DISTRICT 9 & 2+MM SYSTEMS, AND WATER DoNetY SYSTEMS FOR a�M M1 and� al ; CFAXM`A° MAPSCO PAGE NO. 62 we Twff Rpm VISION - comAL CRY PROjECT q WA MW 00000l024 r= scAeE t•_aoo' ,�m. L,,�\. L n ,a o AN 3 tr FJS`2I,,'C'D`aG' \ J\�'�+�\�N- \ . 27 li 9\�`//11 9.738I<_ 5 36 O 5_36AHD 2a jc C \ �✓�pe � 6 � W W y 6 zozi `/ ]3 YYY 3 / 12 A a o 5 6 6 N A 2 2 ? Ts P —�f 9 q b 2 �S�RVE� iz a a Ci 31-I6 S.J6 �� sz 25 6 \�245 \ co \ 244\ OC y OAKWOOD LEME IERY za / \k \ \ 6]= 0.00 TS 1.39 J, 9 / ,az p` 242 a s \o. 243 ml 29 s \\ r PNp N 2 � \ a \ \ L SJTE�1� O= \ s� S IA a26 ao 13•"/OE / \ \ --=- \ olL✓ 6 3z N � \ \ 26• 135 i \ TFiNIi Y /op ' LEQ9V \\ J 1 � fO 29 2 3p O PROPOSED SEWER LINE P •Vu PROPOSED ODOR CONTROL Lb} o TBD PROPOSED SEWER LINE S,2z b_ 36 - -- -- PROPOSED ABANDONMENT /I'. 7E t ® PROPOSED CHANNEL /fS� \\�K \ / 9 E J E ,m• PROPOSED MITIGATION AREA \/ a POSSIBLE MITIGATION AREA 6 VAS OCT.sour SMTARY MVER LPE CRY OF FORT WORTH, TEXAS sI E6 n AA RELOCATIONS FOR SEGMENT 2 UTLRY RELOCATIONS OF STORM WATER, SANITARY ®�® KimleyHom CRY COUNCL DISTRICT 2 SEVygR SYSTEMS, AND WATER DEI.NERY SYSTEMS FOR Associates,Inc. POD`A0 MAPSCO PAGE NO. 77 THE TRHTY RPM VISION — CENTRAL CRY PROJECT i IOTA HM:OOODOOM 0C ll\� US.IDALV- I'w 5W HENDER-ON ST BAZAAR �9 9. a 0� a L TRAINEIN� AR A 9 7 2,4aF T`47 O.40 3. .0 A A, NOUS' -4L A \,,�WL 9M:5, 2 C2 I QO —2.7 L-132 11.1 E--- SIN CAL VEi -51E Si 10. 5.12 0.63 F-- ten` %1 A iNE)LSl 45 7 -57E 1--7 1 L-3949 L-6122 IRA C, )2 7F7T`�TS-' --- 3-a5 FT 4 U 17 / M 2 \O ` I a Y A 3 RD TTLEM > t I N"o ITE MJ-T� A 6811, �7 48 -- d 04AND 3,73 2 LF 2�2 7,19 • L — de WESTWO g I A 111. " 8- 7E L '67 -.a 3.10E 9 1 .2 00 00 _I E TR 2U KA AS 1. 2 1 't t, A P. 1 q 2 3 2 0) 2 6'VC 9,35 f 3 — ry 4 3T.56 90. A 10.95E 13.00 J—n 9 LEGM D A2A 4.27 PROPOSED SEWER LINE A PROPOSED DOM CONTROL 2 31 0 TBD PROPOSED SEWER LINE 18.34 V. A2t © L/ C PROPOSED ABANDONMENT S7-9el< 0* 0-" -90 PROPOSED CHANNEL T.xe A 4 PROPOSED MITIGATION AREA At 1,POSSIBLE MITIGATION AREA 22,08 2-45 11-36 5 (6.09 54- tr, 2.4E hl T� DATF-- OCT.2W7 SAWARY SEWER UK CITY OF FORT WORTKTOM num -m RMOCATX*g FOR SEGMENT UTUry RELOCATK*6 OF STORM WATER SANITARY Iftey-Hom E7 MUVK AM CITY COUNCL DISTRICT 9 & 2 SEWER SYSTEMS, AND WATER DELIVERY SYSTEMS FOR and Associates,Inc. CHECKM W - canim ary PRojEcT MAPSCO PACE NO. 62 THE TRmTy Rw VISION L K"m:000MM4 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 4/15/2008 DATE: Tuesday, April 15, 2008 LOG NAME: 30TRINITY KH REFERENCE NO.: C-22765 SUBJECT: Authorize Execution of an Engineering Agreement with Kimley-Horn and Associates, Inc., for Water and Sanitary Sewer Main Relocations for the Trinity River Vision-Central City Project and the Trinity Uptown Service Area Phase 1 — Bridge and Channel Relocations (City Project No. 00969) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreement with Kimley-Hom and Associates, Inc., in the amount of $2,533,113 for Water and Sanitary Sewer Main relocations for the Trinity River Vision-Central City Project and the Trinity Uptown Service Area Phase I - Bridge and Channel Relocations. DISCUSSION: In order to facilitate the construction of the Trinity River Vision (TRV) — Central City Project and the area defined as the Trinity Uptown Project, it is necessary to relocate existing water and sanitary sewer mains located within the TRV project area. The proposed scope of services includes the following: •Water and sanitary sewer system analysis and evaluation; • Design services and the preparation of plans and specifications for the relocation of all water and sanitary sewer facilities in the path of the TRV projects; • Routing and alignment study for the proposed water and sanitary sewer mains; • Development of a water and sanitary sewer service plan that identifies necessary water and sanitary sewer and related infrastructure to service the TRV project area currently and a phasing sequencing based upon the planned built-out; • Preparation of water and sanitary sewer system map of the area based on City specifications in GIS format. • Determination of the appropriate water and sanitary sewer extensions to serve new development along the channel; • Mitigation area grading analysis; and • Coordination with franchise utilities for the relocation of the water and sanitary sewer mains. In order to expedite design and construction of the water and sanitary sewer improvements ahead of the construction of the TRV projects, the proposed water and sanitary sewer relocation project is divided into http://apps.cfwnet.org/council_packet/Reports/Mc_print.asp 4/16/200f the following phases: •Water and sanitary sewer relocations for the Trinity River Vision — Central City Project and the Trinity Uptown Service Area, Phase 1 — Bridge and Channel Relocations; • Water and sanitary sewer relocations for the Trinity River Vision — Central City Project and the Trinity Uptown Service Area, Phase 2 —Mitigation Areas; and •Water and sanitary sewer relocations for the Trinity River Vision — Central City Project and the Trinity Uptown Service Area, Phase 3 - Bypass Tie-ins, University Drive, Isolation Gates and Samuels Avenue Dam. The City received proposals from seven local engineering firms in response to a request for proposals for Trinity River Vision Utility Relocation project. A selection committee comprised of staff of Water, Engineering, and Transportation and Public Works Department and the M/WBE Office reviewed the proposals and considers Kimley-Horn and Associates, Inc., to be the most qualified for the water and sanitary sewer relocation project. Staff will request City Council approval for Phases 2 and 3 via future amendments to this agreement as work progresses on the TRV project. Kimley-Hom and Associates, Inc., proposes to provide the necessary engineering services for Phase 1 for a lump sum fee of$2,533,113. City Staff considers the fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount $339,000 (water: $180,500 and sewer: $158,500) is required for project management, utility coordination and real property acquisition by the Engineering Department. Kimley-Horn and Associates, Inc., is in compliance with the City's M/WBE Ordinance by committing to 30 percent M/WBE participation. The City's goal on the project is 25 percent. This project is located in COUNCIL DISTRICTS 2 and 9. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds will be available in the current capital budgets, as appropriated, of the Water and Sewer Capital Projects Funds. TO Fund/Account/Centers FROM Fund/Account/Centers P275 531200 609170096931 $377,892.00 P275 531200 609170096932 $755,783.00 P275 531200 609170096933 $125,964.00 P265 531200 609170096951 $87,150.00 P275 531200 709170096931 $329,437.00 P275 531200 709170096932 $658,874.00 P275 531200 709170096933 $109,813.00 P275 531200 709170096951 $88,200.00 Submitted for City Manager's Office by: Fernando Costa (Acting) (8476) http://apps.cfwnet.org/council_packet/Reports/mc_print.asp 4/16/2008 1 4�V J Vl r . � Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Liam Conlon (6824) http://apps.cfwnet.org/council_packet/Reports/mq_print.asp 4/16/2008