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HomeMy WebLinkAboutContract 33418 CITY SECRETARY CITY OF FORT WORTH, TEXAS CONTRACT NO. STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and Baird, Hampton & Brown, Inc., (the "ENGINEER"), for a PROJECT generally described as: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Clairemont Avenue (East Lancaster Avenue to Hawlet Street), Chicago Avenue (East Lancaster Avenue to Panola Avenue) and East Ramsey Avenue (New York Avenue to Beverly Avenue). 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 stfspension of- services. fiservices. Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, or as otherwise approved by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT described herein. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) 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 STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 3 of 14 c' I.L! conditions; time or quality of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information compiled and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. I. Minority and Woman Business Enterprise (M/WBE) Participation In accord with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this agreement and debarment from participating in City contracts for a period of time of not less than three (3) years. J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 4 of 14 after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give 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. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $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 STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 5 of 14 course of the PROJECT. Worker's Compensation Coverage A: Statutory limits Coverage B: Employer's Liability $100,000 each accident $500,000 disease - policy limit $100,000 disease - each employee Professional Liability $1,000,000 each claim $2,000,000 aggregate Professional liability shall be written on a claims-made basis and shall contain a retroactive date prior to the date of the contract or the first date of services to be performed, whichever is earlier. Coverage shall be maintained for a period of 5 years following the completion of the contract. An annual certificate of insurance specifically referencing this project shall be submitted to the City for each year following completion of the contract. (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified in this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of forty-five (45) days notice of cancellation or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) Insurers for all policies must be authorized to do business in the State of ` c > STANDARD ENGINEERING AGREEMENT REV 10/06/05 Page 6 of 14 71' 4, 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. (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 Liab!li . nsurar� e policy shall have no exclusions eby endorsements un a rttbe CITY a prr�ves such exclusions in vuritfng (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 STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 7 of 14 The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. 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, STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 8 of 14 1 : . .--_, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights-of-way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 9 of 14 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 STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 10 of 14 in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The 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; STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 11 of 14 f If o .. :✓::U ll� Y CC.i'L o C.) The time requirements for the ENGINEER'S personnel to document the work underway at the time the CITY'S termination for convenience so that the work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996). G. Assignment Neither party shall assign all or any part of this AGREEMENT without the prior written consent of the other parry. 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. 1. Jurisdiction STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 12 of 14 fl�`J�r:� 1irVJJiI'i IJ is lllL u ✓ The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than $50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment may be entered thereon in any court having jurisdiction, and will not be subject to appeal or modification except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and 11). (2) Any award greater than $50,000, exclusive of attorney's fees, costs and expenses, may be litigated by either party on a de novo basis. The award shall become final ninety (90) days from the date same is issued. If litigation is filed by either party within said ninety (90) day period, the award shall become null and void and shall not be used by either party for any purpose in the litigation. 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 >> �� , STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Sri"_ .� 1.x',,1 kL Page 13of14 ;;j s'.. regulation, whether it be by itself or its employees. Article vii Attachments, Schedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The following attachments and schedules are hereby made a part of this AGREEMENT: Attachment A - Scope of Services Attachment B - Compensation Attachment C -Amendments to Standard Agreement for Engineering Services Attachment D - Project Schedule Attachment E - Location Map Executed this the day of , 200 % ATTEST: Cl Y OF FORT WORTH By: iI I , Marty Hendrix Marc A. Ott City Secretary Assistant City Manager 0 - �k APPROVAL RECOMMENDED contract' �uthorizatioa s -- � A. Douglas Rademaker, P.E. Date Director, Engineering Department AP7 ,� AS TO R D LEGALITY Assistat9dy Attrney Baird, Hampton & Brown Engineering & Surveying ATTEST: ENGINEER By: �1 an <P.E. Vice President STANDARD ENGINEERING AGREEMENT(REV 10/06/05) � � •�_ _ ��' Page 14 of 14 - •.cr• City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 3/28/2006 - Ordinance No. 16871-03-2006 DATE: Tuesday, March 28, 2006 LOG NAME: 30CLAIREMONT295 REFERENCE NO.: **C-21368 SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Engineering Agreement with Baird, Hampton & Brown, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Main Replacements on Portions of Clairemont Avenue, Chicago Avenue and East Ramsey Avenue (City Project No. 00295) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $54,921.76 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of $44,208.76 and Sewer Capital Projects Fund in the amount of$10,713.00; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $44,208.76 and the Sewer Capital Projects Fund in the amount of$10,713.00, from available funds; and 3. Authorize the City Manager to execute an engineering agreement with Baird, Hampton & Brown, Inc., in the amount of$139,204.00 for pavement reconstruction and water and sanitary sewer main replacement on Clairemont Avenue (East Lancaster Avenue to Hawlet Street), Chicago Avenue (East Lancaster Avenue to Panola Avenue) and East Ramsey Avenue (New York Avenue to Beverly Avenue). DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction and the Water and Sewer Operating Fund includes funds for water and sanitary sewer main replacement on Clairemont Avenue (East Lancaster Avenue to Hawlet Street ), Chicago Avenue (East Lancaster Avenue to Panola Avenue) and East Ramsey Avenue (New York Avenue to Beverly Avenue). This project consists of the preparation of plans and specifications for the replacement of water and sanitary sewer mains and pavement reconstruction on the above identified streets. Baird, Hampton & Brown, Inc., proposes to perform the necessary design work for a lump sum fee of $139,204.00. City Staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount; $21,862.84 (water: $5,865.76; sewer: $2,145.00; and streets: $13,852.08) is required for project management by the Engineering Department. Baird, Hampton & Brown, Inc., is in compliance with the City's M/WBE Ordinance by committing to 22% M/ BE participation. The City's goal on the project is 18%. This project is located in COUNCIL DISTRICT 8, Mapsco 78H. Logname: 30CLAIREMONT295 Pagel of 2 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and the adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2)P253 472045 6081700295ZZ $44,208.76 1)PE45 538070 0609020 $44.208.76 1&2)P258 472045 7081700295ZZ $10,713.00 1)PE45 538070 0709020 $10,713.00 2)P253 531350 608170029510 $355.50 3)P253 531200 608170029531 $9,729.30 2)P253 531350 608170029520 $355.50 3)P253 531200 608170029532 $19,458.60 2)P253 531350 608170029531 $1,333.13 3)P253 531200 608170029533 $3,243.10 2)P253 531200 608170029531 $9,729.30 3)P253 531200 608170029551 $5,912.00 2)P253 531350 608170029532 $2,666.25 3)P258 531200 708170029531 $2,177.40 2)P253 531200 608170029532 $19,458.60 3)P258 531200 708170029532 $4,354.80 2)P253 531350 608170029533 $444.38 3)P258 531200 708170029533 $725.80 2)P253 531200 608170029533 $3,243.10 3)P258 531200 708170029551 $1,310.00 2)P253 531200 608170029551 $5,912.00 3)C200 531200 208400029531 $23,138.70 2)P253 531350 608170029560 $355.50 3)C200 531200 208400029532 $46,277.40 2)P253 533010 608170029581 $355.50 3)C200 531200 208400029533 $7,712.90 2)P258 531350 708170029510 $130.00 3)C200 531200 208400029551 $15,164.00 2)P258 531350 708170029520 $130.00 2P258 531350 708170029531 87.50 2)P258 531200 708170029531 $2,177.40 2)P258 531350 708170029532 $975.00 2)P258 531200 708170029532 $4,354.80 2)P258 531350 708170029533 $162.50 2)P258 531200 708170029533 $725.80 2)P258 531200 708170029551 $1,310.00 2)P258 531350 708170029560 $130.00 2)P258 533010 708170029581 $130.00 Submitted for City Manager's Office by Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) Logname: 30CLAIREMONT295 Page 2 of 2 EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: WATER AND/OR SANITARY SEWER IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for water and/or sanitary sewer improvements for the following: CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A—PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City EA1-1 Rev 11/30/04 71 0 1`��H c'� : Master plans, property ownership as available from the Tax Assessor's office. The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish the Engineer with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the Engineer will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the Engineer shall delay the design of the sewer service line until after the start of construction. The CITY will then direct the Contractor to de-hole the service line at the clean-out location of all buildings or structures so that the Engineer's surveyor can determine the flow line of the sewer service line. The Engineer shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report EA1-2 Rev 11/30/04 MJ uJ The ENGIENER shall submit a progress schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B - CONSTRUCTION PLANS AND SPECIFICATIONS 9. Conceptual Engineering X. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 50' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. Compile base plan from field survey data at 1"-40' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines, existing utilities, trees, fences, walls, etc., horizontally along rear lot lines in an approximately 20' wide strip. In addition, locate all rear house corners and building corners in backyards. Compile base plan from field survey data at 1" = 40' horizontal and 1" = 4' vertical scale. When conducting design survey at any location on the project, the consultant or its sub-consultant shall carry readily visible information EA1-3 Rev 11/30/04 identifying the name of the company and the company representative. All company vehicles shall also be readily identified. b. Engineer will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the CITY Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, all drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), or as otherwise approved in writing by the CITY, and all data colleted generated during the course of the project shall become the property of the CITY. The minimum information to be provided in the plans shall include the following: 2. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 3. The following information about each Control Point; b. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod) C. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. d. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 2. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, EA1-4 Rev 11/30/04 etc., in the same coordinate system, as the Control Points. 2. No less than two bench marks plan/profile sheet. 2. Bearings given on all proposed centerlines, or baselines. 2. Station equations relating utilities to paving, when appropriate. 2. Obtain the "foot print" of all properties where the sanitary sewer service line is to be relocated or rerouted. i. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name, limits, DOE project no., Consultant's project manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. i. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 30 days after Notice to Proceed Letter is issued. b. The ENGINEER shall perform conceptual design of the proposed improvements and furnish four (4) copies of the concept engineering plans which includes layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. ENGINEER shall perform remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan, other pertinent design information and provide a EA1-5 Rev 11/30/04 summary of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part B, Paragraph iii (b), ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets on 22" x 34" sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes etc., related appurtenances and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. b. For sewer lines, pipelines schedule for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph b. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open-cut and trenchless technology construction is anticipated, below and above ground utilities will be located and shown on the base sheets. C. Existing utilities and utility easements will be shown on the plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to determine if any future improvements are planned that may impact the project. d. The design for sewer service line reroute/relocation will be provided if the flow line elevation of the sewer service can be determined from the cleanout location. If this elevation cannot be determined during design survey, the design EA1-6 Rev 11/30/04 NI11 shall be provided after award of the construction contract as specified in Part A, Paragraph 1 b. e. The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of- way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. b. 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. b. 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. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property'. i. Utility Clearance Phase EA1-7 Rev 11/30/04 The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. j. Preliminary construction plan submittal i. Preliminary plans and specifications shall be submitted to City 60 after approval of Part B, Paragraph iii (b). i. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) sets of specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Notes/Legand Easement layout (if applicable) Abandonment Plan & Profile Sheets Standard Construction Details Special Details (If applicable) i. The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. EA1-8 Rev 11/30/04 k. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. k. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 2. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 days after approval of Part B, Paragraph 2 k. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. a. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: EA1-9 Rev 11/30/04 i .lei-� �" ,1 I�C�• +'/Cyl ^C+ �1�,rI � ^•o 1. Water and sanitary sewer plans shall be submitted as one set of plans. Water and sanitary sewer plans shall be separate from paving and drainage plans. All sheets shall be standard size (22" x 34") with all project numbers (Water/Sanitary Sewer and TPW) prominently displayed. 2. For projects where paving/grating/drainage improvements occur on a Water Department funded project with no T&PW funding involved, a separate set of mylars with cover sheet shall be submitted for TPW. 0. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the Water plan set and a separate PDF file for the TPW plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: 1. Water and Sewer file name example — 49X- 35667_org36.pdf' where "X-35667" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755—org18.pdf II. TPW file name example — "W-1956_org47.pdf' where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053—org3.pdf and K-0320—org5.pdf Both PDF files shall be submitted on one (1) Compact Disk, which will become property of and remain with the City of Fort Worth. Floppy disks, zip disks e-mail flash media will not be accepted. EAl-10 Rev 11/30/04 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 Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. EAl-11 Rev 11/30/04 EXHIBIT "A-2" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for paving and/or storm drain improvements for the following: CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A — PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed EA2-1 Rev 11/30/06 improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, CITY drainage complaint files, existing applicable drainage studies and property ownership as available from the Tax Assessor's office. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a project schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 11. Conceptual Engineering i. Surveys for Design C. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown EA2-2 Rev 11/30/04 on intersection layouts with cross slope to fit intersecting grade lines. d. ENGINEER will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF) format (currently Release 12), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. The minimum survey information to be provided on the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing. City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 2. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. EA2-3 Rev 11/30/04 3. No less than two horizontal bench marks, per line or location. 4. Bearings given on all proposed centerlines, or baselines. 1. Station equations relating utilities to paving, when appropriate. i. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name limits DOE project No., Consultant's Project Manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. i. Drainage Computations ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. i. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 30 days after Notice to Proceed Letter is issued. b. The ENGINEER shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's EA2-4 Rev 11/30/04 7 011 1 w ' recommended plan. The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. 1. Preliminary Engineering Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as follows: a. Drainage area maps with drainage calculations and hydraulic computations. Information shown on the plans will be consistent with Part A, Paragraph 1.b. for proposed condition. a. Preliminary project plans and profile sheets which will show the following and shall be on 22" x 34" sheets: Property Ownership Curb Lines Driveways Medians (if applicable) Sidewalks Existing and proposed water and sanitary sewer mains. a. Proposed roadway profile grades and elevations along each curb line; elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right-of-way lines shall be shown. Existing found property corners (e.g. Iron pins) , along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm drain mains and leads shall be provided. b. Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. C. Preliminary roadway cross-sections will be developed, from the survey EA2-5 Rev 11/30/04 l 0' Srte• f f��o ..�.�JiIJ•p J z�,a, notes, at intervals not-to-exceed 50 foot along the project length and will extend 10' past the right of way line on both sides of the street. Additional cross-sections at important features including driveways, p.i.'s of intersecting streets, (minimum distance of 100' along cross-street at each P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be 1" = 10' horizontal and 1" = Z vertical. b. Street and intersection layouts. b. Proposed plan/profile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall be provided on the plan sheets to locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. b. Furnish as a function of final plans, six (6) copies of the final cross-sections on 22" x 34" sheets. Information on these sheets will include centerline station, profile grades and centerline elevations, roadway section (existing and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" = 2' vertical with cross sections plotted with stationing from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintained. Excavation and embankment volumes and end area computations shall also be provided. k. 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. FA2-6 Rev 11/30/04 j. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property Division for Acquisition of Property'. I. Utility Clearance Phase The ENGINEER will consult with the City's Transportation and Publci Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. I. Preliminary Construction Plan Submittal i. Preliminary construction plans and specifications shall be submitted to CITY 60 days after approval of Part B, Paragraph iv. ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. Preliminary estimate shall submit a preliminary estimate of probable EA2-7 Rev 11/30/04 construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical solutions to be pursued. M. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. n. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 2. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 days after approval of Part B, Paragraph 2 (b). Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. EA2-8 Rev 11/30/04 C. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Street and storm drain plans shall be submitted as one set of plans. Street and storm drain plans shall be separate from water and sanitary sewer plans. All sheets shall be standard size (22" x 34") with all project numbers (TPW and water/sanitary sewer) prominently displayed. 2. For projects where water/sanitary sewer improvements occur on a TPW Department funded project with no Water funding involved, a separate set of mylars with cover sheet shall be submitted for Water Department. 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the TPW plan set and a separate PDF file for the Water plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: I. TPW file name example — "W-1956_org47.pdf' where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf II. 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 EA2-9 Rev 11/30/04 nNr^,j� plan set, "36" shall be the total number of sheets in this file. Example: X-12755 org18.pdf Both PDF files shall 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 Administration a. Bid Documents Submittal The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. EA2-10 Rev 11/30/04 The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. EA2-11 Rev 11/30/04 � Imo, !1y^ J�:I ATTACHMENT "B" COMPENSATION CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 I. Compensation A. The Engineer shall be compensated a total lump sum fee of 139,204 as summarized in Exhibit"13-3". Payment of the total lump sum fee shall be considered full compensation of the services described in Attachment"A", Exhibit"A-1", and Exhibit"A-2"for all labor materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid monthly, as Described Exhibit"13-1", Section I — Method of Payment. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. II. Schedule Design Services for this project shall be completed within 160 Calendar Days after issuance of a "Notice to Proceed"from the City of Fort Worth Department of Engineering. Conceptual Engineering Plans - 30 Weekdays Days Preliminary Engineering and Contract Documents - 60 Final Engineering Plans and Contract Documents - 30 Final Plans & Contract Documents for Advertisement- 15 III. Construction Cost A. If the Engineer determines in the course of making design drawings and specifications that the construction cost estimate of$ 1,591,000 (as estimated on Exhibit"134")will be exceeded, whether by change in the scope of the project, increased costs or other conditions, the Engineer shall immediately report such fact to the City's Director of the Department of Engineering and, if so instructed by the Director of the Engineering Department shall suspend all work hereunder. EXHIBIT "B-1" (Supplement to Attachment B) METHOD OF PAYMENT CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 I. Method of Payment The Engineer shall be paid the monthly partial payments upon the City's approval of an invoice from the Engineer outlining the estimated current percent complete of the total project. The aggregate of such monthly partial fee payments shall not exceed the following: Not more than 30% of the total lump sum fee, shall be payable until the satisfactory completion and approval of Exhibit"A-1" & "A-2" , Part B, Section 1, Concept Design submittal. Not more than 60% of the total lump sum fee, shall be payable the satisfactory completion and approval of Exhibit"A-1" &"A-2, Part B, Section 2, Preliminary Engineering and Preliminary Construction Plan submittal. Not more than 90% of the total lump sum fee, shall be payable until the satisfactory completion and approval of Exhibit"A-1" &"A-2", Part B, Section 3, Final Engineering and Final Construction Plan submittal and approval. The balance of the earnings, less previous payments, shall be payable after the successful completion of Exhibit"A-1" &"A-2", Part C, Pre-Construction Meeting. II. Progress Reports The Engineer shall submit to the designated representative, of the Director of the Department of Engineering, monthly progress reports covering all phases of design by the 15th of every month in the format required by the City. EXHIBIT "B-2" (Supplement to Attachment B) HOURLY RATE SCHEDULE CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 I. Hourly Rate Schedule Employee Classification Rate Employee Classification Rate Principal (PE or RPLS) $150/Hr, Surveyor (RPLS) $100/Hr Project Manager (PE) $120/Hr, Survey Technician $75/Hr Senior Engineer (PE) $110/Hr, Robotics Survey Crew $95-$110/Hr Engineer (EIT/PE) $85-$100/Hr, GPS Survey Crew $110-$135/Hr CAD/Drafting $50/Hr, Clerical $45/Hr All direct expenses and reproduction costs shall be charged at current commercial rates and invoiced at cost plus ten (10%) percent. Sub-consultant work will also be invoiced at cost plus 10%. EXHIBIT "B-3A" (Supplement to Attachment B) SUMMARY OF TOTAL PROJECT FEES CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY (New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 Consulting Firm Prime Responsibility Amount Percent Prime Consultant Engineering, & Project Management $108,773 78% Baird, Hampton, & Brown M/WBE Consultants Surveying $22,386 16% ANA Consultants M/WBE Consultants Reproduction $ 8,045 6% Aha ra hics Non M/WBE Consultants Not Applicable $- 0- 0% None Total for Professional Services $139,204 100% Project Description Scope of Services Total Fee M/WBE Fee Percent Professional Services Water, Sewer, Paving & Drainage $139,204 30,431 22% EXHIBIT "B-313" (Supplement to Attachment B) PROFESSIONAL SERVICES FEE SUMMARY CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE(East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 A. Basic Services: Professional fees for Basic Services are determined per the procedures outlined in "A Manual of Practice for Engaging the Services of a Consulting Engineer', published in 1982 by the Consulting Engineers Council and the Texas Society of Professional Engineers. Proposed fees are based upon Curve "A", which has been established for water distribution lines under 16"-diameter and sanitary sewer collection lines under 24"-diameter. Curve"A" has also been determined appropriate for roadway reconstruction projects; whereas Curve "B" is appropriate for new roadway construction. The significant constraints (existing driveways, parkway enhancements, intersecting streets, etc.) associated with a reconstruction project justify the use of Curve"A"over Curve"B". Part A-Conceptual Design, and Part B- Plans & Specifications Transportation & Public Works: (Construction Cost X ASCE Curve"A"X 85%) Paving & Drainage $1,045,000 X 7.2 % X 85% _ $ 63,954 Water Department: (Construction Cost X ASCE Curve"A"X 85%) Water Improvements $446,000 X 7.2% X 85% _ $ 27,295 Sanitary Sewer Improvements $100,000 X 7.2% X 85% = 6,120 $ 33,415 T&PW and Water: Basic Services Total $97,369 B. Summary of Total Fee Service Description Water Sewer Paving Total Engineering Services 27,295 6,120 63,954 97,369 Surveying Services 5,912 1,310 15,164 22,386 Additional/Other 3,012 667 7,725 11,404 Reproduction 2,124 471 5,450 81045 38,343 8,568 92,293 139,204 EXHIBIT "13-313" -CONTINUED (Supplement to Attachment B) PROFESSIONAL SERVICES FEE SUMMARY CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 C. Breakdown of Water, Sewer, and Paving Fees: 1. Total Water Fee (less surveying) _ $ 32,431.00 Concept (30%) $ 9,729.30 Preliminary(60%)$19,458.60 Final (10%) $ 3,243.10 2. Total Sewer Fee (less surveying) _ $ 7,258.00 Concept (30%) $2,177.40 Preliminary (60%)$4,354.80 Final (10%) $ 725.80 3. Paving Fee(less surveying) _ $ 77,129.00 Concept (30%) $23,138.70 Preliminary(60%)$46,277.40 Final (10%) $ 7,712.90 EXHIBIT "B-3C" (Supplement to Attachment B) FEES FOR SURVEYING SERVICES CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 Surveying Services (ANA Consultants): Paving Topographic Surveys 4,810 LF X $2.00 = $ 9,620.00 Right-of-Entry Agreements 166 EA X $25/EA = $4,150.00 Water Topographic Surveys 4,810 LF X $1.50 = $ 7,215.00 Sanitary Sewer Topographic Surveys 934 LF X $1.50 = $ 1,401.00 Total for Surveying Services by ANA = $22,386.00 EXHIBIT "13-313" (Supplement to Attachment B) ADDITIONAL SERVICES CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 Additional Services: Transportation & Public Works and Water Department: Prepare SW3P W/NOI & NOT $150/Hr X 4 Hrs $ 600 $120/Hr X 4 Hrs $ 480 $100/Hr X 40 Hrs 4,000 $ 5,080 Prepare Monthly Progress Reports $120/Hr X 0.5 Hrs X 8 $ 480 $100/Hr X 2 Hrs X 8 1,600 $ 2,080 Attend Public/Neighborhood Meetings $150/Hr X 4 Hrs $ 600 Attend Pre-Bid Conference $150/Hr X 2 Hrs $ 300 Attend Pre-Const. Conference $150/Hr X 2 Hrs 300 $ 1,200 Administrative (10%)fee Survey $ 2,239 on M/WBE Firms Reproduction 805 $ 3,044 Total for Additional Services $ 11,404 F771 EXHIBIT "B-3E" (Supplement to Attachment B) FEE FOR REPRODUCTION SERVICES CLAIREMONT AVENUE(East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 Printing& Reproduction (Alphagraphics #544) Transportation & Public Works and Water Department: Conceptual Design Report 4 Sets of Report 25 Pg/Report X 4 = $ 15.46 Preliminary & Utility Clearance Plans 16 Sets of Constr. Plans 33 Sht/Plan X 16 = $1,267.20 2 Sets of Specifications 250 Pg/Spec X 2 = $ 29.70 Final Plans 4 Sets of Constr. Plans 33 Sht/Plan X 4 = $ 316.80 2 Sets of Specifications 250 Pg/Spec X 2 = $ 29.70 Bid Documents 50 Sets of Constr. Plans 33 Sht/Plan X 50 = $3,960.00 50 Sets of Specifications 250Pg/Spec X 50 = $ 544.37 Mounted Exhibits for Public Meetings 1 Drawings Board X 10 Each = $ 700.00 Final Plans for Reference 1 Set of Mylar Plans 33 Sht/Plan X 1 = $ 495.00 4 Sets of Half Size Plans 33 Sht/Plan X 4 = $ 528.00 PDF Files of Completed Plan 33 Sht/Plan = $ 158.50 Printing & Reproduction Subtotal = $ 8,045 EXHIBIT "134" Summary (Supplement to Attachment B) 2004 Capital Improvements Projects CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 Location Street Water Line Sewer Line Total W Reconstruction Reconstruction Reconstruction Construction C: Clairemont Ave. 432,000 247,000 77,000 756,000 m Q Chicago Avenue 189,000 90,000 -0- 279,000 m m Ramsey Avenue 424,000 109,000 23,000 556,000 U v Total 1,045,000 446,000 100,000 1,591,000 Percent Cost 66% 28% 6% 100% Location Street Water Line Sewer Line Total W Reconstruction Reconstruction Reconstruction Construction c Clairemont Ave. 436,000 247,000 77,000 760,000 W Chicago Avenue 191,000 94,000 -0- 285,000 Q s Ramsey Avenue 428,000 109,000 23,000 560,000 a Q Total 1,055,000 450,000 100,000 1,605,000 Percent Cost 66% 28% 6% 100% ATTACHMENT"C" AMENDMENTS TO STANDARD AGREEMENT&ATTACHMENT "A" CLAIREMONT AVENUE (East Lancaster Ave to Hawlet Street) CHICAGO AVENUE (East Lancaster Ave to Panola Ave) & RAMSEY(New York Ave to Beverly Ave) Reconstruction of Water, Sanitary Sewer, Paving & Drainage Improvements Year 3, Contract 36, City Project No. 00295 DOE Project No. 5138, BHB No 05.711.00 Items and services which have been, at this time, excluded from this project's scope of work: Standard Agreement for Engineering Services Article IV, Paragraph G. Construction Progress Payments Article IV, Paragraph H. Record Drawings Attachment'W', General Scope of Services Phase 4, 22) Site Visits (during construction to report on progress) Phase 4, 26) Record Drawings Schedule 05-711-00.xls BHB Engineering&Surveying 12/12/2005 6300 Ridglea Place,Suite 700,Fort Worth,TX 76133 Tel(817)338.1277.Fax(817)338-9245 ATTACHMENT"D" SCHEDULE CLAIREMONT AVE,CHICAGO AVE&RAMSEY AVENUE RECONSTRUCTION Year 3,Contract 36,City Project No.00295 Water,Sewer,Paving&Drainage Improvements DOE No 5138 BHB No 05.711.000 Dated:December 2005 Projected Actual No. Item/Task Description Duration Start Finish Duration Start Finish 1 Reconstruction of Clairemont& Chicago Avenues 435 days 01/09/06 09/07/07 2 Design 175 days 01/09/06 09/08/06 3 Part A:Pre-Engineering 5 days 01/09/06 01/13/06 4 Research&Data Collection 5 days 01/09/06 01/13/06 5 Coordination w/Others/Utilities 5 days 01/09/06 01/13/06 6 Part B:Construction Plans 175 days, 01/09/06 09/08/06 7 Phase 1:Conceptual Design 25 days 01/09/06 02/10/06 8 Concept Plans&Recommendations 25 days 01/09/06 02/10/06 9 Conceptual Cost Estimate 5 days 01/09/06 01/13/06 10 Submit Concept Report 0 days 01/13/06 01/13/06 11 City Review&Comment 10 days 01/13/06 01/26/06 12 Phase II:Preliminary Engineering 150 days 02/13/06 09/08/06 13 Drainage Area Maps&Calculations 10 days 02/13/06 02/24/06 14 Roadway Plan&profile Sheets 20 days 02/27/06 03/24/06 15 Water&Sewer P&P 15 days 03/27/06 04/14/06 16 Construction&Miscelaneous Details 5 days 04/17/06 04/21/06 17 Preliminary Contract Documents&Specifications 5 days 04/24/06 04/28/06 18 Preliminary Construction Cost Estimate 5 days 05/01/06 05/05/06 19 Submit Preliminary Plans,Specifications,&Estimate 0 days 05/05/06 05/05/06 20 City Review&Comment ft20da 05/08/06 05/19/06 21 Franchise UtilityRelocations 05/08/06 09/08/06 22 Phase III:Final Engineering 05/22/06 07/14/06 23 Final Construction Plans 05/22/06 06/16/06 24 Final Contract Documents&S ecifications 06/19/06 06/23/06 25 Final Cost Estimates 06/26/06 06/30/06 26 Submit Final Plans,Specifications,&Estimate 0 days 06/30/06 06/30/06 27 City Review&Comment 10 days 07/03/06 07/14/06 28 Construction 260 days 09/11/06 09/07/07 29 Part C:Construction Assistance 260 days 09/11/06 09/07/07 30 Prepare&submit Bid Documents 15 days 09/11/06 09/29/06 31 Provide Bidding Assistance 30 days 10/02/06 11/10/06 32 Award Project&Issue NTP 45 days 11/13/06 01/12/07 33 Pre-Construction Meeting 0 days 01/12/07 01/12/07 34 Neighborhood Meeting 0 days 01/19/07 01/19/07 35 Construct Water&Sewer Improvements 65 days 01/22/07 04/20/07 36 lConstruct Paving&Drainage Improvements 100 days 04/23/07 09/07/07 Page 1 of 1 aaa =o o � � ■00o�oldola �����10� o i .: MIN Iloilo Ming a6armum i �m v a 0 v, _.a. �_ �■ 0 001 MOM ill HIM oos©0I�099®0� :� � a ! _ NOUN 1111111 11@11 •� � ��ASA ���I�I��o�oAOAo9 � � •� . 3�!1v0 O��ao0o��0�l00o O - a e,o s �_ s� as �■s�i e ' mom NNW 0� � v oa ■moo ��■ � .� SUM NEU 0 111■K. 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IIIIo��Ai��o■ _ - - _ �• Nil�0����� A9A�099 ��I��AA�IAAAI��II�tl 0 .,-. 19A�iA0vA 0©0o0001d�i���A9 O � o,o o �A�IA��AIlA ��OIo���0101�A _� _� � ooI111111AAAl oA��E���AAIAA� � _ I ee ��oA�OCIAA��AAA I � �■ -,��a��� IIAIAAIAI _ AIAAAA- _ . • . . ®I� s spa ots .a��.a �o � = • • . . opo e�0ItIa1 =1® �.� p ® �1� Flo ■1 - 0 \® Oloi� �l0 Oji of r ' mw: l0 A 9 v6y, Ljj n n 1 b-7d'j Q o _ ONS O 1y OD U Oi_ y - m M C C v n30 j+■y� o - ? o m V) OG�R II d o t C — 2— E-`$ - m C� m a J =m „ Q - U �e -M P�l to OC N-HR ^ F=;-; Eil _ mW i k 3" A183A3e 00 4 31 LLZ ao - - nN ¢ O n W n w N n n " m ry ry IddISSISSIPI m tl o Idd SISSIY7 _ CT _ oC N ry N Q N r N m Y O R R R R R R R ""I n n = :g 3AV NaOA M3M z HaoA M - - - O U m m m It m _ M V).p Q n Q U n Z 2 nO Y 0 , z a rr} ¢ O U 03Un „¢ ra in nX ZZ x Rw m R� mcn vo a Z dLd a L n Qn nn 2 U O 3 n ry N U cn Z N vi a 0 E� < v0 t0 7 Q � (�/� /� � - - - O62—yY9OZ Constr Cost Estimate 05-711-00.xls BHB Engineering &Surveying 2/2/2006 6300 Ridglea Place,Ste 700, Fort Worth,Tx 76116 Tel(817)338-1277,Fax(817)338-9245 Clairemont Ave, Chicago Ave & Ramsey Ave Reconstruction Year 3, Contract 36, City Project No 00295 DOE No 5183 BHB No 05.711.00 Summary of Estimate of Probable Construction Cost UNIT I -WATER LINE IMPROVEMENTS $446,000 UNIT II -SANITARY SEWER IMPROVEMENTS $100,000 UNIT III - PAVING & DRAINAGE IMPROVEMENTS $1,045,000 Clairemont Ave, Chicago Ave & Ramsey Avenue Reconstruction Total = $1,591,000 Page 1 of 1 O ' O ' 0117000th ' ° 000000 ' 00 ' ' ' 0000 ' ' w0000 co MO O O Z N O 000001- 0000N0 00 00400 � Il- rl- in0 M<00 O 0 0 N OO N O to (O r 0 0 r (p 0 N N N r N � 0 N N 0 It 0 0 pD r M N N O 1- N fD 1- aj -O N Ery Ery r8A cc LL 0 N m O Q 63 69 V3 69 69 69 69 fn V>V)69 619 69 V)69 to 69 V!619 046 69 69 V>V>619 6064 V)V)V9 619 69 OVA,cR �}r IF F M N r Mr �- 0 'o co OOrN rO V Lf) C> 0 0 O F O O N r M co r M rr o o r Z O ' O ' 000000 ' 000000000 ' ' ' 011YOO ' ' ' 00000 0 _00 IJ.1 F O O 000001- 000000000 ON 0O 01- 1- 00 0) 0 > Z CO to NIL Lo cD rOOrtf) OONN NrNO !b NN ('�co0 � tri t1-N y r cci o v co o w rn g p N 69 69 g — Q LL Q J 69 69 69 60'3 V>04!69 69 69 69 6%619 V:�V)V)V)v>V)69 V)eR 69 60).169 619 69 V9 V!f9 V>V3 619 619 69 V9 fA H aF O Q � co V F- C) N rC) NNN � O N � r N N0rN r0C 0000 LL O J Q F a O O ' 0 ' 00 O O O ' ' O 0 0 0 0 0 C. 0 0 ' ' ' 0 0 0 0 ' ' ' 0 0 0 0 0 O O O O O O 00 000 0000N0000 0N00 01- 1l- 00 0) — o to O NO ODM r0r00 W NN Nr NN 0 NN cio— O V m co MCO coN� r C) co0r T vi vi 2 b « LL O 6 w � Ja c o0 O p�.'� Vl fA 6R fA 69 69 N�fR 69 69 fR d!VT fA fA fR 69 fA f9 Y1 69 61�69.fA fA fA fa fA fR 619 69 046 69 69 fA V ,C� N 11 11 11 m a o 0 0 1- 1- 0 0 0 0 0 0 0 0 a c ro m V a N O N 0 r (D O r 0 N 0 r N r r N N r O m E ao C to 0 m > TFn Q w a (D FV 0000 000 0 O O O 011700 Oto to 0 ((? 4) O,7S 04 0 t17 ^ 0 M 0 0 0 1- 0 0 0 0 0 0 0 11- N N N r I1- 04 0 1- N co r 1- 1- 0 0cD 7 idS C'1 !L' M M N N Co N r M N x 1- 0 r' N r 't 7 N r N r M N r cp N N E ad LL m E o m U > `o CSt�i Z LL LLQ LL ZLLQQQ LLQ LL LL Q LL Q Q Q LL Q Q Q Q LL Q Q LL LL LL } LL LL } } } } ` ` y = J J w J � J lw W W J W J J W J W W w J W W W W J W W J J J W J J 010 U U �oCD tD (n N c 8 o d Olmt Q m CL Wu O z m co mvi 0 g maw � a t > c a U U w < w w = Qo z z N ., z W U C7 ca c 0 U W w z 0 (n > } Q m U } Q W E O W } N WW � � W m mF- W z0 m � zp' � � NQ wpm � `nUZ � ujzU z p p am p' HW C) 20 wUcnC� p � mgg V O z J gg Z wa W N g (nzN � XWa. 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C > N a a � a c �m Q - o °) a CS + 0 a0 a .O m m l0 fa t0 LL LL Can O O E I E O O c t E J J W d � � } w F- 4) } :� ma ma m -o _ C7 m - U - C� m = U - (D (D s m a Z a m Q Z a H O 00 m S (!) + W + S (n + w + Cc cc F- In W U' 'C (n w } Hcoz } F- mz M M (n a a) F= „ (n a C (D :E w z@Zw w � V) ZU)> > wmpm wqz a) J H J V J p m c J J J JJ J a J p J F- 0 F- Z O Z y (� W m F- Cl) w O t Z w O W u) Z w w w Z O 0 O > W 0 > W p a a w w > w V C7 t p > C7 W Q > m /) a m F- 0 C/) _ j a 0 w a as LL +y. W U) " a s U v7 U w W LL y uW ,a C\la v 0w w z j bo w N a) < _ a N 2 p V W ` ate p ~ J d m W Z Z X w � H � U a Q �qFa- � a OU UO co Ox � U) w 0 U) LC � U N o W F- @ a W FW--In 0 co m � F- w L r J Ur v n J W C) O) U) p0r°z 0000 J w W W LL Z NWLLJ N_ WOU 3 E g m� W J U od m J > m J 0 U w 0) HOUa Fa- 02C) o N W w U O o W ~ Z Q W Q a Z a)) U La 2 02 1-w a C co r` m o S iD -0 U c as� r N M a r N M V m Constr Cost Estimate 05-711-00.xls BHB Engineering &Surveying 2/2/2006 6300 Ridglea Place, Ste 700,Fort Worth,Tx 76116 Tel(817)338-1277, Fax(817)338-9245 Clairemont Ave, Chicago Ave & Ramsey Avenue Reconstruction Year 3, Contract 36, City Project No 00295 DOE No 5183 BHB No 05.711.00 Summary of Probable Construction Cost Per Lane Mile Location Street Water Sewer Total Reconstruction Construction Construction Construction Clairemont Ave (0.938 lane-miles) $432,000 $247,000 $77,000 $756,000 Cost/lane-mile $460,554 $263,326 $82,090 $805,970 Chicage Ave (0.326 lane-miles) $189,000 $90,000 $0 $279,000 Cost/ lane-mile $579,755 $276,074 $0 $855,828 Ramsey Ave(0.763 lane-miles) $424,000 $109,000 $23,000 $556,000 Cost/lane-mile $555,701 $142,857 $30,144 $728,702 Total = $1,045,000 $446,000 $100,000 $1,591,000 Percent Cost = 65.7% 28.0% 6.3% 100.00% Page 1 of 1 AL =t , 1701 River Run Suite 610 CONSULTANT, 4,. :sr. Fort Worth,Texas 76107 t (817)335-9900 R' AMNON Fax(817)335-9955 REVISED (12/09/05) AUTHORIZATION FOR PROFESSIONAL SERVICES PROJECT: YR 03 Contract 36 CLIENT: Baird, Hampton, Brown, Inc. ADDRESS: 6300 Ridglea Place, Suite 700 Ft.Worth, Texas 76116 SCOPE/COMPENSATION: Establish horizontal control based upon NAD 83, State Plane Coordinates, North Central Zone (SPCNC)and vertical control based upon the City of Ft.Worth's datum. Perform topo survey for the following: Street Replacement(ROW to ROW): Clairemont(from Lancaster Ave. to Hawleft)—2225 L.F. @ 2.00/ft. -$4,450.00 Chicago(from Lancaster Ave. to Panola St.)—735 L.F. @ 2.00/ft. -$1,470.00 Ramsey Avenue (from New York to Beverly)—1850 L.F. @2.00/ft. $3,700.00 SUB-TOTAL $9,620.00 Water Replacement(ROW to ROW): Clairemont(from Lancaster Ave. to Hawleft)—2225 L.F. @ 1.50/ft. -$3,337.50 Chicago(from Lancaster Ave. to Panola St.)—735 L.F. @ 1.50ft. -$1,102.50 Ramsey Avenue(from New York to Beverly)— 1850 L.F. @1.5/ft. $2,775.00 SUB-TOTAL $7,215.00 Sanitary Sewer Replacement: L-1608—702 L.F. @ 1.50/ft. -$1,053.00 -6 1991 . . n�.�. L-3365—232 L.F. @ 1.50/ft. -$348.00 SUB-TOTAL $2,503.50 Right of Entry Agreements: 166 properties @ $25.00 ea. -$4,150.00 TOTAL COMPENSATION: ) Approved for CLIENT Accepted for A.N.A. Consultants, L.L.C. By: By: Konstantine Bakintas, P.E. Jake B. Arrott, R.P.L.S. Title: Title: Vice President Date: Date: 12/09/2005 E:12005.000.00012005.711.0001surveyWuthorization_Prof Serv12-09-051070.doc 12/12/2005 13:42 B173069664 ALPHAGRAPHICS 0544 PAGE 01/03 4296 Westem Center Blvd. y fliphourophloo' TFL 817.3 9204 37 FAX 817.306.9664 DESIGN, COPY, PRINT, MIRACLES- `� EMAIL us5440alphagraphlcs.com Website:www.fortworth544.alphagraphics.corr FAX y NUMBER OF PAGES Including cover sheet To: From: Name: Name: pi� o Company: f>1 Company: Fax Number: P7"2 f/- e Bjev Fax Number: Phone Number: 0/ 7-t4- /2 -77 Phone Number: B'/ 3o Re: Date: ❑ Urgent [ For.Review Please Comment ❑ Please Reply ❑ Proa REV 6/26/1 '2/12/2005 13:42 6173069664 ALPHAGRAPHICS #544 PAGE 02/03 F 4 • alphagraphics�' 4296tWorth,Tx 761Center Blvd. Fort Worth,TX 76137 TEL 817 306.9204 / 9 DESIGN, COPY, PRINT, MIRACLES" FAX 817.306.9664 EMAIL :wwwfalphaghS44.alph 9 p �i J ( stimate ALLIANCE/FOSSIL CREEK website:www,fortworth544.a1 ha ra hlcs.com E#9061 Konstantine Bankintas 12/12/2005 BHB Engineering&Surveying Phone: 817.338.1277 4 Conceptual Design Report (27 pages) 15.46 Card Stock Covers,8.5 x 11 White 67#Springhill Vellum Bristol ,2 originals,copied on 1 side Inside Pages,8.5 x 11 White 204 Bond Spectrum DP ,25 originals,copied on 1 side 2 Preliminary Specifications(252 pages) 29.70 Card Stock Covers,8.5 x 11 White 67#Springhill Vellum Bristol ,2 originals,copied on 1 side Inside Pages, 8.5 x 11 20#Bond Spectrum DP ,250 originals,copied on 1 side 16 Preliminary& Utility Clearance Plans-Construction,36 x 500 White 20# Roll Fed Bond, 1,267.20 33 originals,copied on 1 side 4 Final Plans-Construction,36 x 500 White 20# Roll Fed Bond.33 originals,copied on 1 316.80 side 2 Final Specifications(252 pages) 29.70 Card Stock Covers,8.5 x 11 White 67#Springhill Vellum Bristol, 2 originals,copied on 1 side Inside Pages, 8.5 x 11 White 20# Bond Spectrum DP ,250 originals, copied on 1 side 50 Bid Plans-Construction,36 x 500 White 20#Roll Fed Bond,33 originals,copied on 1 3.960.00 side 50 Bid Specifications(252 pages) 544.37 Card Stock Covers,8.5 x 11 White 67#Springhill Vellum Bristol,2 originals,copied on 1 side (continued on page 2) 11/17/2005 13:42 8173069664 ALPHAGPAPHICS #544 PAGE 03/03 alphagraphics O Fort Western tenter Blvd. Fort Worth,TX 76137 TEL 817.306.9204 DESIGN, COPY, PRINT, MIRACLES" FAX 817.306.9664 /�� E#9061 EMAIL us544®alphagraphics,com stimate ALLIANCE/FOSSIL CREEK Website:www.fortworth544,alphagraphics.com (2) 12/12/2005 Konstantine Bankintas 51-115 Engineering&Surveying Phone:817-338-1277 Inside Pages, 8.5 x 11 White 20#Bond Spectrum DP ,250 originals,copied on 1 side 10 Mounted Exhibits 700.00 1 1 set of Mylar Plans- Full Size 495.00 4 4 set of Plans- Hall Size•Bond 52B 00 1 Scan to File Pdfs. 36 x 500 White 20#Roll Fed Bond, 33 originals,copied on 1 side 15B 50 8,044.73 Estimates are valid for 30 days. Thank you for the opportunity to quote on your project. Our commitment to you is to make this a pleasant print buying experience. 8,044.73 Sincerely, 8.044.73 -0 �