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Contract 30001
CITY SECRETARY'S�7 CONTRACT NO CITY OF FORT WORTH, TEXAS 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: Birchman Street Reconstruction (Ashland to Camp Bowie). Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article 11 Compensation A. The ENGINEER's compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A. Invoice and Payment (1) The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) Monthly invoices will be issued by the ENGINEER for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article 1, the final payment of any balance will be due within 30 days of receipt of the final invoice, (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving seven (7) days' written notice to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the CITY because of such suspension of services. Q1 , 4, to ORIGINAL �WW`Wfifll flew k. "R�jf1"ej" 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. The CITY shall furnish such surveys, tests, and investigations, 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. ENGINEERING AGREEMENT Page 2 of 205 ,J, Ir 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 ENGINEERING AGREEMENT Page 3 of 205 .......... ^ maintenance costs; competitive bidding procedures and market conditions; time orqualify ofperformance by third parties; qV8Ub/, type, rnanagenneOt, or direction of operating personnel; and Other economic and operational factors that may materially affect the u|Unlut8 PROJECT cost orschedule. Therefore, the ENGINEER makes no YY8[[aOh/ that the C|TY's actual PROJECT CDStS, financial aspects, economic feasibility, or schedules will not V8rV from the ENGINEER'S opinions' 8Oa|ySes, 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 OO the ENGINEER'S kOoVv|edgS, iOfOrDl3Uon, and belief from selective S@Olp|iOg and observation that the work has progressed 10 the point indicated. Such reC00O0endaUODS do not represent that continuous or detailed 8x3nlin8b0ns have been made by the ENGINEER tOascertain that the construction contractor has S0rnp\et8d the work in exact accordance with the Contract C>OCunneO1s; that the final work will be acceptable in all respects; that the ENGINEER has nl8d8 an 8XoDniO8tiOD to ascertain how orfor what purpose the construction contractor has used the nl0O8ys paid; that title to any Of the vv0rk' Dn@\eri8|s, or equipment has passed to the CITY free and d88r of liHDS. d8inns. security interests, Or eOCunnh[gDCeG; O[ that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should bepaid. H. Record Drawings Record d[8VViDgs. if [eqUi[8d. will be prepared' in part, on the basis Of information compiled and furnished by others, and may not 8|vv8yS 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. |. Minority and Woman Business Enterprise (Y0NVBE) participation In 8CCood with City of Fort Worth Ordinance No.44-9%��. 8 the City has goals for the participation of minority business enterprises and vvDDlan business enterprises in City contracts. Engineer acknowledges the K4/VVBE gO8| established for this CVO\n8ct and its 0ODlnnitDl8O1 to meet that goal. Any misrepresentation Of h]CtS (Other than 3 negligent misrepresentation) 8Od/O[ the CODlD1iSSiOn of fraud by the Engineer may r8SU|t in the te[OliD8tiOO Of this agreement and debarment from participating in City DDD[r8CtS for period of time ofnot less than three (3) years. ENGINEERING AGREEMENT Page 4o/uoo J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give subconsultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photo copy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident (or reasonably equivalent limits of coverage if written on a split limits basis). Coverage shall be on any vehicle used in the course of the PROJECT. ENGINEERING AGREEMENT Page 5 of 205 Worker's Compensation Coverage A: statutory limits Coverage B: $100,000 each accident $500,000 disease - policy limit $100,000 disease - each employee Professional Liability $1,000,000 each claim $2,000,000 aggregate The retroactive date shall be coincident with or prior to the date of the contractual agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the contractual agreement and five (5) years following completion of the service provided under the contractual agreement. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. (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 coverages specified according to items section K.(1) and K.(2) of this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of thirty (30) days notice of cancellation, non-renewal or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) The insurers for all policies must be licensed/approved to do business in the State of Texas. Except for worker's compensation, all insurers must have a rninimum rating of A: VII in the current A.M. Best Key Rating Guide or have reasonably equivalent financial ENGINEERING AGREEMENT Page 6 of 205 ~ strength and solvency 03the satisfaction OfRisk Management. AD Deductible limits, Or self-insured FeteDU003' affecting insurance required herein may be acceptable tOthe CITY aiits sole discretion; and, in |i8U Of tr8diUOD8| iD8Ur8DC8, any alternative cOV8[Gg8 maintained through insurance pools or risk retention groups nnUSt be also approved. Dedicated financial resources Or |et\9[S of credit may also b8acceptable h] the City. (Q) Applicable policies shall each be endorsed with a waiver Of subrogation infavor Ofthe CITY asrespects the PROJECT. (h) The City shall be entitled, Upon its request and vvithOU\ incurring expense, to review the ENGINEER'S insurance policies including endorsements thereto and, atthe C/TY'sdiscretion, the ENGINEER may barequired [Oprovide proof Ofinsurance premium payments. (\) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless such are approved by the C|T~/. U\ The P[OfeO0iOD8l Liability iDSU[GODe policy, if written OD a claims made basis Sh8|| be maintained by the ENGINEER for a nliOinlUnn five (5) year period subsequent to the term Of the respective PROJECT contract with the CITY UO|esS such C[w8raQH is provided the ENGINEER OO8noccurrence basis. (h) The CITY Sh8|| not be responsible for the direct payment 0fany insurance prRrniu[nS n8qV/rSd bythis agreement. It is understood that iOSVraDC8 cost is an allowable COnlpODeOt of ENGINEER'S overhead. (|) All insurance required in section K., except for the Professional Liability insurance pO|iCy, shall be vvr\UeD on an OCoU[n8nC8 basis in order tObeapproved hythe CITY. /rO\ SUbCOnsu)toOtS to the ENGINEER shall be required by the ENGINEER to maintain the same Or reasonably equivalent insurance coverage as required for the ENGINEER. When sUhcVnnU|taOts maintain insurance COVer@gS` ENGINEER shall provide CITY with dOCUOleO\@UOn thereof OO @ certificate Of insurance. Notwithstanding anything to the contrary Contained herein, in the event B sUbCODsU|t8n[5 {OsU[8nCe coverage is canceled or terminated, such n8Oce||adVD or termination shall not cOOSUtVie abreach byENGINEER Ofthe Agreement. ENGINEERING AGREEMENT Page ro/zos L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest which develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. O. Permitting Authorities - Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the permitting authorities' published design criteria and/or practice standards criteria which are published after the date of this Agreement which the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City-Furnished Data The CITY will make available to the ENGINEER all technical data in the CITY's possession relating to the ENGINEER's services on the PROJECT. The ENGINEERING AGREEMENT Page 8 of 205 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 8nUeSSib|e to the ENGINEER as required for the ENG|NEER's performance Of its services and will provide labor and safety equipment oSrequired bythe ENGINEER for such access. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, nnaChinery, pipelines, and other components ofthe C/TY'Sfacilities asmay berequired inconnection with the ENGINEER'S Services. The CITY will be responsible for all @{tS of the CITY'S personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain` 8r[engo, and pay for all advertisements for bids; permits and licenses required by |0c@|. state, Or federal authorities; and land, 8aSenn8ntS, rights-of-way, and @Cc8SS necessary for the EN{9|NEER'Sservices orPROJECT construction. D. Timely Review The CITY will 8XaDliDe the ENGINEER'S StUd\8s. reports, sketches, drawings, specifications, proposals, and other documents; obtain advice Of an attOrney, insurance noUOSe|Or, @CcoUUhant, auditor. bond and financial adV\SorS, and other consultants as the CITY deems appropriate; and render in writing decisions required bythe CITY in@timely manner inaccordance with the project schedu|eiD Attachment D. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes Orbecomes aware Ofany development that affects the scope O[timing Of the ENGINEER'S services or Of any defect in the work Of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances and Indemnification (1) To the rnaXirnU[n extent permitted by |@vV, the CITY will indemnify and release ENGINEER and its officers, employees, and subcontractors from all cl@i[US' damages, losses, and COSts, including, but not limited to, attorney's fees and litigation expenses arising out of or relating to the presence, diSChorge, r9|e@S8. or 8SCap8 Of hazardous SUbStaOC9S, C0nt@DliOGntB. Or asbestos OD or from the PROJECT. Nothing COVt@iD8d herein shall be construed to require the CITY to levy, @SGesS Drcollect any tax t8fund this indemnification. ENGINEERING AGREEMENT Page omens (2) The indemnification and release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER'S negligence or if such hazardous substance, contaminant or asbestos is brought onto the PROJECT by ENGINEER. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence, H. Contractor Claims and Third-Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third-party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or 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. ENGINEERING AGREEMENT Page 10 of 205 - ' J. LitigationAssistanoe The Scope of Services does not include combo of the ENGINEER for required Or requested assistance to aupport, prepane, dOounnent, bring. defend, or assist in litigation UDUert8kSD or defended by the CITY. In the event CITY P8qU8StS such services of the ENGINEER, this AGREEMENT shall be amended or a8p8mBte agreement will be DmQ[tiabad between the parties. K. Changes The CITY may make Drapprove changes within the general Scope ofServices in this AGREEMENT. If such changes affect the EN{3|NEER's nOS[ 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 tOArticle VI, ifany, are included inAttachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of avvFitten Notice to F»[OC8ed from the CITY. B. Reuse oYProject 0ocumments All designs, drawings, specifications, dOCVrn8O(s. and other work pn]dUCtS of the ENGINEER, whether in hard copy oriD electronic form, are instruments Ofservice for this PROJECT. whether the PROJECT is oOnlp|ehed or not. R8Une. change, or 8|tCr@tiOO by the CITY Orbyothers acting through or on behalf ofthe CITY Ofany such iDStrUOO8ntS Ofservice without the written permission of the ENGINEER will be at the CITY'S SO|9 risk. The final designs, dr8vviDgS. sp8CifiC8UODS and documents shall be owned by the CITY. C. Force Majeure The ENGINEER is not responsible for damages or delay in p8rfO[rn8nCe caused by acts Of God, St[iheS. |OChDUtS. accidents, or other events beyond the control Of the ENGINEER. Q. Termination /1\ This AGREEMENT may be terminated only by the City for Convenience OD 3Odoys' vv[ittennotice. This AGREEMENT may be terminated byeither the CITY or the ENGINEER for Cause if either p@dv fails substantially to perform through DOfault 0fthe other and does not commence correction Of ENGINEERING AGREEMENT Page 11 of 205 such nonperformance with five (5) days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will bepaid for termination expenses 83follows: a) Cost Of reproduction of partial or complete studies, p|aDa. specifications Orother forms ofENGINEER'S work product; b) Out-of-pocket expenses for purchasing storage COO1@ine|s. n0iCrOfi|nn. 8|eC<R]nic data fi|8S, and other data storage supplies or services' . C) The time requirements for the ENGINEER'S personnel hOdocument the work underway at the time the CITY'S ternniD8bOD for convenience sOthat the work effort is suitable for |ODg time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. -[he CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension. Delay, orInterruption 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, d8|8y, or interrUptiDn, an equitable 8diWstrDeD1 in the PROJECT'S schedule, commitment and CUSt of the ENGINEEFl,8pe[0ODD8l and subcontractors, and ENG/NEER's compensation will be made. F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, C0sL or expense claimed by third parties for property damage and bodily injury, including death, caused SU!e|y by the negligence Or vvi||fU| misconduct of the ENGINEER, its 8[Dp|8ye8S. DffiCe[S. and SUbDODtr80to[S inconnection with the PROJECT, (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (0r8 person identified above for whom each is liable) is 8 cause of such damage orinjury, the loss, QJS1. Orexpense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees Of negligence Or willful rni8COndWCt as determined pursuant to T.C.P. 8' R. Code, section 33.O11(4) (Vernon Supplement 1998). ENGINEERING AGREEMENT Page 1uo/2os G. Assignment Neither party will assign all or any part of this AGREEMENT without the prior written oOOs8n1 of the other party. M. Interpretation Limitations On liability and indemnities in this AGREEMENT one business understandings between the parties and shall apply to all the different theories of recovery, including breach Of CODt[a(t Or VvG[[aOtv, tort including negligence, strict or statutory |i8b\|ib/. Or any Other cause of action, 8Xo8pt for willful misconduct or gross negligence for limitations Ofliability and sole negligence for indemnification. The term ''PGrties" mean the CITY and the ENGINEER, and their officers, 8nlp|Oy88s. agents, and SUbCOOtnaCtOrG. i Jurisdiction The |avv Of the State Of Texas Bh8|| govern the validity of this AGREEMENT' its interpretation and performance, and any Other r|ainlS related to it. The venue for any UtigoUOO related to this AGREEMENT shall b8Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and Other nlGUB[s in qu8SiiOO between the CITY and ENGINEER arising out of, Or in CODOecUQD with this Agreement Or the PROJECT, Or any breach ofany obligation or duty Of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is UOoUCcessfV|' the claim, dispute O[ other matter in question shall he submitted to arbitration if both parties acting reasonably agree that the amount Ofthe dispute is likely to be less than $50.000' exclusive Ofattorney'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 eXp8Dses, will be fiOa|'judgment may be entered thereon in any court having jurisdiction, and will not be SUNeCt 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 ovv@rd greater than $50,000, exclusive Dfattorney's fees, COutS and 8XpeD88S` may he litigated by either party OD @ de novo basis. The aVv8[d Gh8|| b8COnle final ninety (QO) days from the date same is issued. If |ibgaUOO is filed by either party within Said niD8h/ /SO\ day period, the 8vv@rd shall become OU|| and void and shall not he used by either party for any purpose iOthe litigation. ENGINEERING AGREEMENT Page`o^,uos K. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision, and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. L. Observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances and regulations which in any way affect this AGREEMENT and the work hereunder, and shall observe and comply with all orders, laws ordinances and regulations which may exist or may be enacted later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its officers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. M. Negotiated Agreement. The parties acknowledge that each party and its counsel have reviewed and revised this Agreement and that the normal rules of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this Agreement or exhibits hereto, 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 ENGINEERING AGREEMENT Page 14 of 205 AT T L L ........... ........ iw ATTEST: CITY OF FORT WORTH By: Marc A. City Sem retary Assistant City Manager CgWRI APPROVAL RECOMMENDED :ontract Aut1wrization A. Douglas Rademaker, P.E. Director, Engineering Department APPROVED AS TO FORM AND LEGALITY Baird, Hampton & Brown Engineering & Surveying Konstantine Bakintas, PE, Vice President ENGINEER C1-NeN lz�11% By: Assistant City Attorney Konstantine Bakintas, PE ENGINEERING AGREEMENT Page 15 of 205 'il? 4 jK7, ATTACHMENT "A" General Scope of Services "Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall have precedence over the General Scope of Services. GENERAL 1 Preliminary Conference with City The Engineer shall attend preliminary conferences with authorized representatives of the City regarding the scope of project so that the plans and specifications which are to be developed hereunder by the Engineer will result in providing facilities which are economical in design and conform to the City's requirements and budgetary constraints. 2) Coordination with Outside Agencies/Public Entities The Engineer shall coordinate with officials of other outside agencies as may be necessary for the design of the proposed street, and storm drain and/or water and wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Geotechnical Investigations The Engineer shall advise the City of test borings, and other subsurface investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain any and all agreements and/or permits normally required for a project of this size and type. The Engineer will be responsible for negotiating and coordinating to obtain approval of the agency issuing the agreement and/or permits and will make any revisions necessary to bring the plans into compliance with the requirements of said agency, including but not limited to highways, railroads, water authorities, Corps of Engineers and other utilities. 5) Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable M It, delays, a mutually agreeable and reasonable time extension shall be negotiated, 5) Plan Submittal Copies of the original plans shall be provided on reproducible nn«la[ Orapproved plastic film sheets, or as otherwise approved by the Department of Engineering and shall become the property Ofthe City. City may use such drawings in any Fn88Oer it desires; provided, however that the Engineer shall not be liable for the use of such drawings for any project other than the project described herein; and further pn]V\dSd, that the Engineer shall not be liable for the consequences of any changes that are made to the drawings or changes that are made in the implementation Of the drawings without the written approval Of the Engineer. PHASE 7) Right'mf-Way, Easement and Land Acquisition Needs The Engineer shall determine the rights-of-way, easement needs for the construction Of the project. Engineer shall determine ownership of such |8Dd and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights-of-way and/or e8S8rnentS for the construction of this project. ShGdCheS and e3S8Fn8Dt descriptions are to be presented in fO0n suitable for direct use by the Department OfEngineering in obtaining rights-of-way, 63sSrD9niS. permits and |iD8nS(Og 8grger0eU1S. All rn8t8ria|S shall be furnished On the appropriate City forms in a OOiDinlUn1 Of four (4) copies each. O\ Design Survey The Engineer Sh3|| provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies 0fthe field data. 8) Utility Coordination The Engineer shall coordinate with all utilities, including utilities OvvDed by the City, as to any proposed utility UeDS or adjustment to existing utility lines within the project limits. The information obtained shall beshown OOthe conceptual plans. The Engineer shall show OD the preliminary and final plans the location Cf the proposed utility lines, existing utility lines, based OO the iOfOrOn8hOD provided by the utility, and any adjustments and/or n9k}CotiOD Of the existing lines within the project limits. The Engineer shall also evaluate the phasing Of the water, vvaSt8vv8her. Street and drainage vvn[k. and shall submit such Sv8\UadOn in writing tOthe City 83part Ofthis phase 0fthe project. -2- 10 Conceptual Plans The Engineer shall furnish four (4) copies 0fthe Phase 1 concept engineering plans which include |aynUtS, preliminary right-of-way needs and preliminary SSUnl@teS of probable construction costs for the Engineer's n300nnrnended plan. For all submittals, the Engineer shall submit plans and dOcUrO8ntS for street/storm drain and vv3<eD\wast8vvai8r fBC}|iUeS. The Engineer shall receive written approval Ofthe Phase 1 Plans from the City's project manager before proceeding with Phase 2. PHASE2 11) Design Data The Engineer Sh8|| provide design data, reports, o[OSS-88ChOng, prOf\|es, drainage cB|cU|@hOn8' and preliminary estimates of probable construction C0Si. 12\ Preliminary Construction Plans and Technical Specifications The Engineer shall submit twenty (20) copies of Phase 2 pne(inOin8n/ ConSt[UcdOD p|8DS and five (5) copies of the preliminary technical specifications for review by the City and for SubnnigS)OD to utility companies and other agencies for the purposes of coordinating vvO[k with existing and proposed utilities. The preliminary C0OSt[uCti0n p\8OS Sh8|> indicate |Oc8dOD Of existing/proposed ub|ihRg and Sk}rrn drain lines. The Engineer shall receive vVhUOO 8pp[0V8| of the Phase 2 plans from the City's project manager before proceeding with Phase 3. PFYASE 3 13\ Final Construction Plans The Engineer Sh8U furnish five (5) copies Of the final CDnS[[UctiOD p/8OS and COOtraC\ specifications for review bythe City. 14) Detailed Cost Estimate The Engineer shall furnish four (4) copies of detailed estimates of probable CODStrUcdOO costs for the authorized COngtrUnUOn project, which shall include Surnnn3[i8S of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover rny|3r for the signatures Of authorized City officials. The Contract Documents Sh8|| Q]Rlp|y with applicable |OCa(' state and federal |ovvS and with applicable rules and regulations promulgated by |ooal. state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project nl8O3g8rbefOr8pPOoeedinQvvith Phase 4. -3- PHASE4 10 Final Approved Construction Plans The Engineer shall furnish 45 bound copies OfPhase 4final approved COOS1[UC1|OO plans and contract specifications. The approved plans and contract specifications shall be used as authorized by the City for use in obtaining bids, awarding contracts, and constructing the project. 17\ Bidding Assistance The Engineer SheU \SSUe addenda as @pprOph@b3 to interpret, c|3rifv. Or expand the bidding dOCUnleOtS. and assist the nvvn8r in determining the qualifications and acceptability of prospective constructors, subcontractors, and suppliers. When substitution prior to the @VV@nd Of contracts is a||OVVed by the bidding documents, the Engineer will advise the Ovvn8r as to the acceptability of alternate materials and equipment proposed by the prospective constructors. 18) Recommendation oKAward The Engineer Sh8|| assist in the tabulation and P8Vi9vV Of all bids received for the construction Ofthe project @Dd8h@|| rO@ke8recODOOOendatiODOf@VV@[dt0theCik/. 19\ Prebld Conference The Engineer shall attend the pRabid conference and the bid 0p8ning, prepare bid tabulation sheets and provide assistance tO the owner in evaluating bids or proposals and in aSS8DOb|iDg and awarding 00Dt[8C\S for CUDStrU(tiOD. materials, 8qU/prneDt. and services. PHASE5 20\ precomstructionComferenze The Engineer shall attend the p[ecOnStrVCtioDconference, 21\ Construction Survey The Engineer shall be available to the City on nn8tte[S concerning the layout Ofthe project during its construction and will Set C0DtrO| points in the field to @(|Ovv City survey onevv3 to stake the project. The Se#|Dg of line and grade stakes and route inspection of construction will beperformed bythe City. 22\ Site Visits The Engineer shall visit the project site at appropriate intervals as construction proceeds to observe and report O0the progress and the quality Ofthe executed work. -4 - 230 Shop Drawing Review The Engineer shall review shop and erection drawings submitted by the contractor for compliance with design concepts. The Engineer shall review laboratory, shop, and mill test reports OOmaterials and equipment. 24\ Instructions tmContractor The Engineer shall provide necessary interpretations and clarifications of contract duCUrOeDts. review change orders and make recommendations @StDthe acceptability of the work, at the request of the City. 25) Differing Site Conditions The Engineer shall prepare sketches required to resolve problems due to 8CtU8\ field conditions encountered. 26\ Record Drawings The Engineer shall prepare record drawings from iDfOrrn8UOD submitted by the contractor. EXHIBIT "A-1 SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") PHASE B - 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: Birchman Street Reconstruction (Ashland to Camp Bowie) Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A— PRE-ENGINEERING 1 Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, CITY drainage complaint files, existing applicable drainage studies and property ownership as available from the Tax Assessors office. EA1-1 C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution, 2. Monthly Progress Report and Neighborhood Newsletter a. The 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. b. ENGINEER will prepare a quarterly newsletter detailing the status of the project for distribution to the affected Neighborhood Association. The newsletter will be reviewed and approved by the City prior to distribution. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. When conducting design survey at any location on the project, the "i w............. EA1-2 consultant or any of its sub-consultants shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identifiable. 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 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 MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), 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 comer of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. EA1-3 4. No less than two horizontal control points, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. ii. Public Notification and Person nel[Vehicle Identification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name limits DOE project no., Consultant's Project Manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. When conducting site visits to the project location, the consultant or any of its sub-consultants shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identifiable. iii. Drainage Computations ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 45 days after EA1-4 Notice to Proceed Letter is issued. b. The ENGINEER shall furnish four (4) copies of the Phase I concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. 2. Preliminary Engineering Upon approval of Part B, Paragraph iv, ENGINEER will prepare construction plans as follows: a. Drainage area maps with drainage calculations and hydraulic computations. Information shown on the plans will be consistent with Part A, Paragraph I.b. for proposed condition. b. Preliminary project plans and profile sheets which will show the following: Curb Lines Driveways Medians (if applicable) Sidewalks C. Proposed roadway profile grades and elevations along each curb line; elevations at all p.v.i.'s; pYs half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right-of-way lines shall be shown. Existing found property corners (e.g. Iron pins) , along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm drain mains and leads shall be provided. d. Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. e. Preliminary roadway cross-sections will be developed, from the survey RAI-5 notes, 8tintervals 50 foot along the project length and will extend 10Y past the rightofvmay line on both sides of the street. Additional cross-sections at important features including driveways, pj.'m Of intersecting edreeha. /mininlVnn distance Of 100' along cross-street at each P.|.\ vva|ke, retaining vvaUs, etc., will also be provided. Profiles of centerline nfdriveways vi|l also be provided vvh8na necessary. Scale will be 1^ = 10' horizontal and 1" = Zverticai � Street and intersection layouts. 9. Proposed plan/profile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall beprovided 0n the plan sheets to locate all proposed and existing facilities. Legal descriptions /Lot Nom., Block Nos., and Addition Names) along with property ownership shall beprovided Onthe plan view. h' Furnish aSafunction offinal p|oDS. six /G\ copies CJthe final cross-sections On 24" X 36" sheets. \nh3rOaUOn OO these sheets will include centerline 8t8tion, profile grades and centerline e|evaUOn8, roadway section (existing and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" = 2' V8rtiC@| with C0Gs sections p|OUgd with St@UOOiOg from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintainad. Excavation and embankment volumes and end area computations shall also beprovided. 1' Right-of-Way Research The ENGINEER will conduct pre}|rDiD@p/ research for availability Ofexisting easements where open-out construction or na|DonUoO 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. '. Rig ht-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in oonfOrrnoDCg with ^GVbrn|ttB| of Information to Real Property Division for Acquisition OfPnDperh�' R&1-6 k. Utility Clearance Phase The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. I. Preliminary Construction Plan Submittal i. Preliminary construction plans and specifications shall be submitted to CITY 90 days after approval of Part B, Section 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 Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. Preliminary Estimate shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical solutions to be pursued. 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. EA1-7 ................ ................. 3. Final Engineering Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 days after approval of Part B, Section 5. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each sheet shall be stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities, b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Bid Documents Submittal The ENGINEER will make available for bidding, upon request by the CITY, up to forty (40) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during phase including preparation and delivery of addenda to, responses to questions submitted to the DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening(s) develop bid tabulations in hard copy and electronic format and submit four(4) copies of the bid tabulation. EA1-8 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. EAI-9 EXHIBIT "A-2" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") PHASE 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: Birchman Street Reconstruction (Ashland to Camp Bowie) Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A— PRE-ENGINEERING 1 Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, property ownership as available from the Tax Assessor's office. EA2-1 v tv 111,41 1.5 The data collection efforts will also include conducting a special coordination meetings with affected property owners and businesses as necessary b3develop sewer re-routing plans. The fm|imvviOg shall be applicable at all |moaUmn3 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 oevve[ laUany1 or main: The CITY shall furnish the Engineer with a sample format of how the sewer service line nerOuta/na|mCaUmn should be designed and submitted for construction. During design SVrVey. ifa rmdo@nbeinsertadthnoughthe cleanout to the bottom of the service line, the Engineer will obtain the UOvv line elevation and design the service line prior to advertising the project for bid. If the service flow line inh3rnOaUOO C8OD[t be obtained during design survey, the Engineer shall delay the design of the sewer service line uDb| the start of CO0St[Uotimn. The CITY will direct the Contractor to de-hole the service line at the clean-out location of all buildings or structures amthat the Engineer or surveyor ran determine the flow line of the sewer service line after contract(s) for the construction of the project have been avvonded, but prior tOthe construction Ofany sanitary Gewer|aterB| Drm a\OvvhiChVvill require the reroute/relocation of existing public and private sanitary sewer service lines. The Engineer shall then use this information to provide the design for the sanitary sewer service |(Da to be rerouted or F8|moated. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all udUdes, including utilities Owned by the Citv. TxOOT and railroads. These entities aho|| 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 bGshown Onthe concept plans. The ENGINEER Sh@|| 3hOVV the lOc8hOD of the proposed UU|itv |iO8S' existing UU|ih/ |iDg8 and any @dhUStrDeDts and/or relocation of the 8%iSUDg lines within the project limits. ENGINEER ah@|| complete all forms necessary for City to obtain permit letters from TwDOTand railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. EA2-o 2. Monthly Progress Report and Neighborhood Newsletter a. The ENGIENER shall submit a progress schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress report as required under Attachment B of the contract. b. ENGINEER will prepare a quarterly newsletter detailing the status of the project for distribution to the affected Neighborhood Association. The newsletter will be reviewed and approved by the City prior to distribution. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 20' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. Compile base plan from field survey data at V-20' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. The improvements, EA2-3 trees, fences, walls, etc., horizontally along rear lot lines in an approximately 20'wide strip. In addition, locate all rear house corners and building corners in backyards. Compile base plan from field survey data at 1" = 20' horizontal and 1" = 2'vertical scale. When conducting design survey at any location on the project, the consultant or its sub-consultant shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identified. 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 collected and generated during the course of the project shall become the property of the CITY. The minimum information to be provided in the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. EA2-4 (ro "p '10 J, C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.L's, Manholes, Valves, etc., in the same coordinate system, as the Control, 4. No less than two horizontal control points, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. 7. Obtain the "foot print" of all properties where the sanitary sewer service line is to be relocated or rerouted. iii. Public Notification and Personnel/Vehicle Identification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name, limits, DOE project no., Consultant's project manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. When conducting site visits to the project location, the consultant or any of its sub-consultants shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identifiable. iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 45 days after Notice to Proceed Letter is issued. b. The ENGINEER shall perform conceptual design of the HA2-5 proposed improvements and fUOlkSh fOU[ (4) copies of the concept engineering plans which includes layouts, preliminary right-of-way needs and cost aaUnn8tes for the ENG|NEER'o 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 vvotar, sanitary sevver, street and drainage work, and shall submit such eVa|U@UOO in writing to the City 8oa part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan and provide a SUOlDlan/ of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part B' Section 2. ENGINEER will prepare preliminary construction plans @sfollows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout mheet(S). b. Preliminary project plans and profile sheets which show the following: Proposed water and/or sanitary sewer plan/profile and neomnlDlendmd pipe size, fine hvdr@nto, water service lines and meter boxes, gate valves, iSO)@bOn valves and all pertinent information needed tOconstruct the project. Legal description (Lot Nos., Block NDS., and Addition Names) along with property ownership shall be provided On the plan Vi0VV. C. For sewer Une8, pipelines schedule for point rep@iro, rehabilitation and replacement will be located on the base sheets prepared from SUn/8y inh3[Dl@UOn gathered under Part B. Section 2. Conflicts oh@|| be resolved xvhena pipelines are toberehabilitated on the o@nle line segment. B@om sheets shall reference affected or adjacent streets. Where open-cut COOStrU[tiOn is anticipated, be|OVV and above ground utilities will b8located and shown onthe base EA3-6 sheets. U. Existing utilities and utility easements will hCshown onthe plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to determine if any future )rnp[OvennentS are planned that may impact the project. e. The design for sewer service line rer0Vte/re|OCaUonxvi|| be provided if the f|Dvv |iO8 elevation of the sewer service can be determined from the cleanout location. If this elevation cannot be determined during design sVrvey, the design Sh8|| be provided after award of the construction contract as specified in Section A, Part 1b. f. The ENGINEER shall make provisions for reconnecting all water and/or wastewater aen/io8 lines which connect directly to any rnGiO being rep|ooed, including replacement Of existing service |iO8S within City right-of-way or UU|itv 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 men/ice lines which are connected tothe existing main and connect said service lines tmthe relocated main. 9. 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 O-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 CODSt[UCtiOD of the project, tn8DCh|eSs det8i|S, and special service lateral reconnections. h. Right-of-Way Research The ENGINEER will conduct preliminary naaeonch for availability of existing easements where open-cut construction or relocation of existing alignments is probable, HA2-7 Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. L Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property'. j. Utility Clearance Phase The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities and government agencies to determine the approximate location of above and u nderground u tilities, a nd other f acilities t hat h ave an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. k. Preliminary construction plan submittal I. Preliminary plans and specifications shall be submitted to City 90 after approval of Part B, Section 2. ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) sets of specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet EA2-8 Easement layout (if applicable) Plan & Profile Sheets Standard Construction Details Special Details (if applicable) iii, The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. I. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. rn. 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 mail the invitation letters. 3. Final Engineering Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 days after approval of Part B, Section 4. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each sheet shall be stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. EA2-9 b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to forty (40) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during phase including preparation and delivery of addenda to plan holders and responses to questions submitted to the DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening develop bid tabulations in hard copy and electronic format and submit four (4) copies of the bid tabulation. 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, EA2-10 ATTACHMENTS, EXHBITS, ESTIMATES, & FEE SUMMARY ATTACHMENT"A-3"—SUPPLEMENTAL SCOPE OF SERVICES ATTACHMENT"B"- COMPENSATION & SCHEDULE EXHIBIT"B-1" (Supplement to Exhibit B)-METHOD OF PAYMENT EXHIBIT"B-2" (Supplement to Exhibit B)— HOURLY RATE SCHEDULE EXHIBIT"B-3A" (Supplement to Attachment B)-SUMMARY OF TOTAL PROJECT FEES EXHIBIT"B-3B (Supplement to Attachment B)- FEE SUMMARY EXHIBIT"B-3C" (Supplement to Attachment B)- FEE FOR SURVEY &ADDITIONAL SERVICES EXHIBIT"B-3D" (Supplement to Attachment B)- FEE FOR REPRODUCTION SERVICES EXHIBIT"B-4" (Supplement to Attachment B)- BIRCHMAN STREET COST ESTIMATE ATTACHMENT"C"-AMENDMENTS TO STANDARD AGREEMENT&ATTACHMENT"A" ATTACHMENT"D" PROJECT SCHEDULE ATTACHMENT"E" PROJECT LOCATION MAPS M/WBE SUB-CONSULTANT AGREEMENT—HUGO TREVINO&ASSOCIATES for Reproduction M/WBE SUB-CONSULTANT AGREEMENT—ANA CONSULTANTS for Surveying ATTACHMENT"A-3" SUPPLEMENTAL SCOPE OF SERVICES B|RCHRdAN STREET (ASHALND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No3013 Water 0oPVV53-OG053O17S210 & Sewer NopS58-O7O58017553U The PROJECT generally described as 2004 CIP: Birchman Street Reconstruction,consists of the following: CITY MAP 2030'388 Roadway Reconstruction of Birchman Street, from Ashland Street(on the East)to Camp Bowie(on the VVes0. This imoTotal Project LengthofApproxinnate|y5.O00LinearFe*tof Roadway Reconstruction WATER MAP 2030-388 Replace Existing 8-|nchWater Line with 8'|nchWater Line Along the Entire Length ofthe Project. This /ma Total Water Line Replacement ofApproximately 5,8UOLinear Feet. SEWER MAP 2O3O'388 Replace Sewer Later L-2576 from Sta 1+50 to 6+40.This is a Total Sewer Line Replacement of Approximately 500Linear Feet. ATTACHMENT "B" COMPENSATION &SCHEDULE BIRCHMAN STREET (ASHALN0TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No3A13 Water NoPVVS3-OG053O17621U & Sewer NnPS58-07058O17553O | Compensation A. The Engineer shall be compensated atotai lump num fee of $123,115 as summarized in Exhibit''13-3" Payment Vfthe total lump sum fee shall beconsidered full compensation of the services described inExhibit ''A,1'`. for all labor materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid infour partial payments as described in Exhibit "B-1" upon receipt offour individual invoices from the Engineer. || Schedule A. Design 8en/|oeu for this project shall be completed within 150_ calendar Uoyo (which includes CITY review time of30calendar days) after receiving "Notice to Proceed" letter from City. Ui Construction Cost A. If the Engineer determines in the course of making design drawings and specifications that the construction nmet estimate of $1,}1{L1{X} (as estimated on Exhibit ~13-3'') will be exoaaded, whether by change in the scope of the pnojeot, 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 Exhibit BU METHOD OFPAYMENT B|RCHIMA0STREET (ASHLAND T@CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, paving & Drainage DOE No3S13 Water NmPVV53-US053O17S21O & Sewer NoPS58-O7O58O17553O |. Method ufPayment The Engineer shall be paid the four partial payments as outlined below: The Engineer shall be paid a total of four partial payments upon receipt of invoice for each partial pay request from the Engineer. Partial Payment number 1 . whiohahail beequivalent tn45% ofthe tntu| lump numfee, ahall ba payable after completion and submittal VfExhibit~A'1''. Part B, Section 1 (Concept Design). Partial Payment number 2.vvhiohshall boequivalent to8<0% ofthe Yoto| lump sumfee, shall be payable after completion and submittal ofExhibit''Ar1^, Part 8. Section 2 (Preliminary Engineering). Partial Payment number 3. whiohnhall boequiva|enttoy5%_nfthetnto| lump numfee, ahall be payable after completion and submittal VfExhibit''A-1''. Pad B. Section 3 (Final Engineering). Partial Payment number 4, which shall represent the balance of the earnings, |eou previous paymentS, shall be payable after the successful completion of Exhibit"A-1", Pod C (Pre-Construction Services). ' ` EXHIBIT "B-2" (Supplement twExhibit B) HOURLY RATE SCHEDULE B\RCHMAN STREET (ASHLAND TOCAMP BOWIE) RECONSTRUCTION Water,Sanitary Sewer, Paving & Dnminage DOE No3Q1@ Water NoPVV53'0G053017O210 & Sewer NoPG58'O7O58U17553O |. Hourly Rate Schedule Employee Classification Rate Employee Classification Rate Principal (PE orRPLS) $150/Hr. Survayor(RPL8) $1OO/Hr Project Manager(PE) $120/Hr. Survey Teohnioian $75/Hr Senior Engineer (PE) $11O/Hr. Robotics Survey Crew $95-$110/Hr Engineer (E|T7PE) $85-$1O0/Hr. GPS Survey Crew $110'$135/Hr CAD/Drafting $50/Hr. Clerical $45/Hr All direct expenses and reproduction costs shall be at charged at current commercial rates and invoiced at coot 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 BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Consulting Firm Prime Responsibility Amount Percent Prime Consultant: 131-113 Engineering & Surveying Engineering & Proj. Mgmt. $ 91,474 74.30% MAMBE Consultants: ANA Consultants Surveying Services $ 24,088 19.57% Trevino &Associates Reproduction Services $ 7,553 6.13% Non-MANBE Consultants: NONE Total for Professional Services $123,115 100.0% Project Description Scope of Services Total Fee MNVBE Fee Percent Engineering Services Water, Sewer, Paving & Drainage $123,115 $31,641 25.7% Service Description Water Sewer Paving Total Engineering Services 19,316 7,27-6 58,699 81,291 Surveying Services 10,297 1,747 12,044 24,088 Additional/Other 4,354 738 5,091 10,183 Reproduction 3-228, 549 3776 7553 37,195 6,310 79,610 123,115 , EXHIBIT "B-313" (Supplement boAttachment B) FEE SUMMARY BYRCHKMANSTREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No3913 Water NoPVV53-OSO53017G210 & Sewer NoPS5O'O7O58017553O Basic Services: Professional fees for Basic Services are determined per the procedures outline in 'Y\ Manual nfPractice for Engaging the Services of Consulting Enginner', published in 1982 by the Consulting Engineers Council and the Texas Society of Pnuhyoaiono| Engineers. Proposed fees are based upon Curve °/Y',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 dr|vewvaya, parkway enhoncennenha, intersecting streets, etc.) associated with o reconstruction project justify the use of Curve'YY'ovmrCurve"B^ PortA-Cmncmptua| Deoign. ond Part B ' Plans & Specifications Transportation & Public Works: (Construction Cost X ASCE Curve^A" % 85Y&) Paving & Drainage 840.000X7.30Y6X85Y6 = 50.099 Water Department: (Construction Cost XASCE Curve'YY'X 85%) Water Improvements 311.300X7.30Y4X8596 = 19.316 Sanitary Sewer Improvements 52.800 % 7.30Y6X86Y6 3,276 22,592 T&PVV and VVehec Basic San/ioos Total $ 8i.2Q1 Additional Services: Transportation & Public Works: Topographic Surveying Services (by K4/WBE) = $ 12.U44 Erosion Control Plans & 8VV3P = $ 2.180 Kjeodings & Reports = $ 1.330 Printing & Reproduction Subtotal (byK48NBE) = $ 3.776 Administrative (10%) Fee on MNVBE Firms Additional Services Subtotal = $ 20'912 Water Department: Topographic Surveying 8an/ioeo (byk18NBE) = $ 12.044 Erosion Control Plans 8SVV3P = $ 2.180 Meetings & Reports = $ 1.330 Printing & Reproduction Subtotal (by K88NBE) = $ 3.776 Administrative (iU%) Fee on K88NBE Firms =<$_t,5U82 Additional Services Subtotal = $ 20.Q12 T&PVVand Water: Additional Services Total = $ 4i.824 EXHIBIT "B-3C" (Supplement to Attachment B) FEES FOR SURVEYING SERVICES BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Surveying Services: Transportation & Public Works Topographic Surveys 5,250 LF X $1.93 =10,144 Right-of-Entry Agreements 76 Ea X$25/Ea = 1,900 $ 12,044 Water Department Topographic Surveys 5,250 LF X $1.93 =10,144 Right-of-Entry Agreements 76 Ea X$25/Ea = 1,900 $12,044 T&PW and Water Department: Total for Surveying Services $24,088 ................................ ............ EXHIBIT"13-31)" (Supplement to Attachment B) ADDITIONAL SERVICES BIRCHMAN STREET(ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070560175530 Additional Services: Transportation & Public Works and Water Department: Prepare SW3P W/NOI & NOT $120/Hr X 8 Hrs = $ 960 $85/Hr X 40 Hrs — 3,400 $4,360 Prepare Monthly Progress Reports $85/Hr X 2 Hrs X 10 = $ 1,700 Attend Public/Neighborhood Meetings $120/Hr X 8 Hrs = 960 $2,660 Total for Additional Services $7,020 Transportation & Public Works: = $3,510 Water Department (Water & Sanitary Sewer): = $3,510 EXHIBIT "B-3E" (Supplement to Attachment B) FEE FOR REPRODUCTION SERVICES BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Printing & Reproduction Transportation & Public Works and Water Department: Conceptual Design Report 4 Sets of Report $0.20/Pg X 26 Pg/Report X 4 = $ 21 Preliminary & Utility Clearance Plans 20 Sets of Constr. Plans $2.00/Sht X 36 Sht/Plan X 20 = $1,440 2 Sets of Specifications $0.20/Sht X 250 Pg/Spec X 2 = $ 100 Final Plans 5 Sets of Constr. Plans $2.00/Sht X 36 Sht/Plan X 5 = $ 630 5 Sets of Specifications $0.20/Sht X 250 Pg/Spec X 5 = $ 250 Bid Documents 45 Sets of Constr. Plans $2.00/Sht X 26 Sht/Plan X 45 = $2,340 45 Sets of Specifications $0.20/ShtX 250Pg/Spec X 45 = $2,250 Mounted Exhibits for Public Meetings 1 Drawings $50.00/Board X 5 Each = $ 250 Miscellaneous Reproduction Costs 6 Sets of Plans $2.00/Sht X 26 Sht/Plan X 6 = $ 312 Final Mylars for Record Purposes 1 Set of Plans $10/Sht X 26 Sht/Plan X 1 = $ 260 Printing & Reproduction Subtotal = $7,553 Transportation & Public Works = $3,776 Water Department (Water & Sanitary Sewer): = $3,776 I. �? "Y"i EXHIBIT "134" (Supplement to Attachment B) BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water,Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 TOTAL FOR PROJECT $1,310,100 See Detailed Budgetary Construction Cost Estimate on the Following Pages Budgetary Cost Estimate.xIs BHB Engineering Surveying 3/30/2004 6300 Ridglea Place,Suite 700, Fort Worth,Tx 76116 Tel(817)338-1277, Fax(817)338-9245 Birchman Street Reconstruction: Ashland to Camp Bowie UNIT I -WATER LINE IMPROVEMENTS $ 311,300 UNIT 11 - SANITARY SEWER IMPROVEMENTS $ 52,800 UNIT III - PAVING & DRAINAGE IMPROVEMENTS $ 946,000 BIRCHMAN STREET RECONSTRUCTION TOTAL $ 1,310,100 Page 1 of 4 ' Budgetary Cost Eshmaba.x|n BHB Engineehng ��Surveying 380/2004 O3nURidgmmPlace,Suite 7Uo. Fort Worth,TxrO110 Tel(817)338-1277. Fax(817)338-9245 Birchman Street Reconstruction: Ashland to Camp Bowie UNIT | -B|RCHK8AN STREET: WATER LINE IMPROVEMENTS PAY UNIT ITEM QTY UNIT ITEM DESCRIPTION PRICE AMOUNT 1 5050 LF 8"WATER PIPE IN PLACE (INC. REMOVAL/ABANDON) 24 $ 121.200 2 14 EA 8" GATE VALVE W0BOXAND LID 675 $ 9,450 3 O LF EXTRA DEPTH FOR WATER MAINS OVER 1' BELOVVDESIGNED ELEV, 275 $ - 4 1 TN C.I./D.I. FITTINGS PER TON 3250 $ 3.250 5 1 LS FURNISH & LAY 2" PIPE AND FITTINGS FOR TEMP SERVICE 3250 $ 3.250 6 G EA FIRE HYDRANT 1500 $ 8.000 7 S EA 6^ GATE VALVE N0BOXAND LID 525 $ 3.150 8 77 LF G"WATER PIPE |NPLACE (|NC. REK4DVAL/ABANDDN) 23 $ 1.771 Q 0 EA 3/4^ SERVICE TAP TO MAIN 150 $ - 10 40 LF 3/4~ COPPER SERVICE LINE FROM MAIN TO METER 7 $ 280 11 102 EA 1'` SERVICE TAP TDMAIN 175 $ 17,850 12 2100 LF 1" COPPER SERVICE LINE 13 $ 27.300 13 146 EA RELOCATE EX. METER BOX&WATER METER (CLASS B) 175 $ 25.550 14 1 EA WATER METER BOX (CLASS B) 125 $ 125 15 3 EA 2-\NCHSERVICE TAP TDMAIN 500 $ 1.500 16 70 LF 2'INCHCOPPER SERVICE LINE FROM MAIN TOMETER 19 $ 1.330 17 2 EA 1 1/2'' SERVICE TAP TDMAIN 425 $ 850 18 20 EA 1 1/2^ BULLHEAD SERVICE TAP TO MAIN 425 $ 8.500 19 420 LF 1 1/2'' COPPER SERVICE LINE FROM MAIN TO METER 17 $ 7.140 20 5 EA WATER METER BOX (CLASS A) 75 $ 375 21 20 LF CONCRETE ENCASEMENT ASDIRECTED BYENGINEER 25 $ 500 22 0 LF TRENCH SAFETY FOR DEPTH DF5' & OVER ASD|R. BY ENGINEER 175 $ - 23 60 LF ASPHALT PAVEMENT REPAIR FIG. 2000-1,4B, 4W 32 $ 1.920 24 O SY 2^ HK4ACOVERLAY VV8NEDGEMILLING 28 $ - 25 300 SF CONC. PAVEMENT REPAIR FIG. 20OU-2 Q $ 2.700.00 25 5050 LF TEMPORARY ASPHALT PVK4T. REPAIR (G" FLEXIBLE BASE & 2" HK4AC. 7 $ 35.350 26 10 CY BALLAST STONE FOR MISCELLANEOUS PLACEMENT 7 $ 70 27 10 CY CRUSHED LIMESTONE FOR MISCELLANEOUS PLACEMENT 7 $ 70 28 10 CY TYPE B (250O#) CONCRETE 25 $ 250 29 10 CY TYPE E (1S00#) CONCRETE 25 $ 250 30 50 LF 3/4'|NCHCOPPER SERVICE DNPRIVATE PROPERTY BYLICENSED P| 10 $ 500 SUB-TOTAL FOR 8|RCHK4AN STREET WATER IMPROVEMENTS $ 283,481 CONTINGENCY 1096 TOTAL FOR WATER IMPROVEMENTS $ 811.300 Page 2of4 Budgetary Cost EsOmaba.x/x BHB Engineering & Surveying 3/30X2004 O3DORWgleaPlace,Suite/OV.Fort Worth,Txr0110 Tel(817)338-1277, Fax(817)338-9245 BirchMNan Street Reconstruction: Ashland to Camp Bowie UNIT U - BVRCHK8ANSTREET: SANITARY SEWER IMPROVEMENTS PAY UNIT !TEM QTY UNIT ITEM DESCRIPTION PRICE AMOUNT 1 570 LF PRE-CONSTRUCTION TV |NSEPCT|DNAS D\F<, BY ENGINEER 4 $ 2,280.00 2 1 EA REMOVE EX. SANITARY SEWER MANHOLE 275 8 275.00 3 570 LF 8" SANITARY SEWER PIPE (ALL DEPTHS) 32 $ 18'240.00 4 1 EA 4' O|A. STD. SANITARY SEWER MANHOLE (TO 6' DEPTH) 1,650 $ 1`050.00 5 O VF EXTRA DEPTH FOR SANITARY SEWER MANHOLE 140 $ - 0 1 EA CONCRETE COLLAR FOR SANITARY SEWER MANHOLE 185 $ 185.00 7 1 EA WATER-FIGHT MANHOLE INSERT 70 $ 70.00 8 19 EA 4''SANITARY SEWER SERVICE TAP 200 $ 5.800.00 0 00 LF 4,' PVC SANITARY SEWER SERVICE LINE 20 $ 1,800.00 10 300 LF 4" D.|. SANITARY SEWER SERVICE LINE 30 $ 8.000.00 11 19 EA TWO WAY SERVICE CLEAN OUT(INC. REMOVAL OF EX. CLEAN OUT 150 $ 2.850.00 12 100 LF TRENCH SAFETY FOR DEPTH {}F5' & OVER ASD|R. BY ENGINEER 1 $ 100.00 13 1 EA VACUUM TEST SANITARY SEWER MANHOLE 140 $ 140.00 14 570 LF POST CONSTRUCTION TV INSPECTION 1.5 $ 855.00 15 U LF ASPHALT PAVEMENT REPAIR FIG. 2UOU'1 36 $ - 10 0 8Y 2'' HyWAC OVERLAY VV/VVEOGEMILLING PER FIG. 2000-1 30 $ - 17 300 SF CONC. PAVEMENT REPAIR FIG. 2O00-2 0 $ 2,700.00 18 570 LF TEMPORARY ASPHALT PVyWT. REPAIR (8" FLEXIBLE BASE &2^ HMAC 7 $ 3.890.00 19 10 CY CRUSHED LIMESTONE FOR MISC. PLACEMENT AS DIRECTED BY EN 7 $ 70.00 20 10 CY BALLAST STONE FOR MISC. PLACEMENT A8O|R. BYENGINEER 10 $ 100.00 21 10 CY TYPE B (25O0#) CONCRETE 25 $ 250.00 22 10 CY TYPE E (15O0#) CONCRETE 25 $ 250.00 SUBTOTAL FOR B|F<CHK8ANSTREET SANITARY SEWER IMPROVEMENTS $ 48.005.00 ,CONT|NQENCY Q% TOTAL FOR SANITARY SEWER IMPROVEMENTS $ 52.800 Page 3of4 Budgetary Cost Estimate.xls BHB Engineering &Surveying 3/30/2004 6300 Ridglea Place,Suite 700,Fort Worth,Tx 76116 Tel(817)338.1277, Fax(817)338-9245 Birchman Street Reconstruction: Ashland to Camp Bowie UNIT III -BIRCHMAN STREET: PAVING & DRAINAGE IMPROVEMENTS PAY UNIT ITEM QTY UNIT ITEM DESCRIPTION PRICE AMOUNT 1 2 EA PROJECT DESIGNATION SIGN 250 $ 500 2 1 LS MISC. UTILITY ADJUSTMENT 4500 $ 4,500 3 1 LS PROVIDE TRAFFIC CONTROL PER PLANS 2500 $ 2,500 4 9,350 LF REMOVE CURB AND GUTTER 1 $ 9,350 5 4000 SY REMV EX.CONC. DRVWY, VALLEY,SLABS,SDWLKS,LDWLKS&WHLCHR RMF 9 $ 36,000 6 650 LF SAWCUT EXSTING PAVEMENT 1.85 $ 1,203 7 3500 CY UNCLASSIFIED STREET EXCAVATION 12 $ 42,000 8 0 CY BORROW(IN PLACE) 15 $ - 9 21000 SY 8" LIME STABILIZED SUBGRADE 2 $ 42,000 10 367.5 TN HYDRATED LIME FOR LIME STABILIZED SUBGRADE (35 LBS LIME/SY SUBG 90 $ 33,075 11 9350 LF 7" CONC. CURB & 18"GUTTER 10 $ 93,500 12 550 SY 7" REINFORCED CONCRETE VALLEY GUTTER 45 $ 24,750 13 19820 SY 6" HMAC PAVEMENT (4" Base Course& 2" Surface Course) 10 $ 198,200 14 5702.4 SF 4"CONCRETE SIDEWALK 4 $ 22,810 15 6 EA REMOVE & DISPOSE OF EXIST CURB INLET(5'-10') 400 $ 2,400 16 1490 LF REMOVE & DISPOSE OF EXIST STORM DRAIN (18"-36") 6 $ 8,940 17 5 EA REMOVE & DISPOSE OF EXIST STORM DRAIN MANHOLE 300 $ 1,500 18 6 EA 10' CURB INLET COMPLETE IN-PLACE 3000 $ 18,000 19 125 LF 21" RCP STORM DRAIN LATERAL 38 $ 4,750 20 40 LF 24"' RCP STORM DRAIN LATERAL 42 $ 1,680 21 525 LF 30" REP STORM DRAIN LINE 52 $ 27,300 22 800 LF 36" RCP STORM DRAIN LINE 63 $ 50,400 23 5 EA 4'SQ. STORM DRAIN MANHOLE w/FRAME & COVER 2500 $ 12,500 24 500 LF 6-INCH SUBSOIL DRAIN AS DIRECTED BY ENGINEER 10 $ 5,000 25 151 EA WATER METER BOX ADJUSTMENT TO PROPOSED GRADE 35 $ 5,285 26 20 EA WATER VALVE ADJUSTMENT TO PROPOSED GRADE 300 $ 6,000 27 1 EA SANITARY SEWER MANHOLE ADJUSTMENT TO PROPOSED GRADE 350 $ 350 28 2400 CY TOP SOIL BACKFILL 11 $ 26,400 29 6600 SY ASPHALTIC PAVEMENT TRANSITION 25 $ 165,000 30 3200 SF 6" CONC. DRIVEWAYS 4.5 $ 14,400 31 10 CY 6" FLEXIBLE BASE FOR DRIVEWAY TRANSITION AS DIRECTED BY ENGINEI 30 $ 300 SUBTOTAL FOR BIRCHMAN STREET PAVING & DRAINAGE IMPROVEMENTS $ 860,592 CONTINGENCY 10% TOTAL FOR PAVING & DRAINAGE IMPROVEMENTS $ 946,000 Page 4 of 4 ` ATTACHMENT "C" AMENDMENTS T0STANDARD AGREEMENT &ATTACHMENT "A' B|RCHMAINSTREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving 8^Drainage DOE No3S13 Water NoPVV53-O8053U17G210 & Sewer NoPS58-U7O58017553O Items and services which have been, at this time, excluded from BHB's scope of work: Standard Agreement for Engineering Services Article IV, Paragraph 8. Construction Progress Payments Article N. Paragraph H. Record Drawings Attachment^Y\''. General Scope nfServices Phase 4. 22\Site Visits (during construction toreport onprogress) Phase 4. 28) Record Drawings ATTACHMENT "D" PROJECT SCHEDULE BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer Na PS58-070580175530 N z u. O Q LO O O �(f N Q �C a Z __ N O o o x E '— z a � E U a � � o --- ami C: aUi 2— U) U) Cl. Z Qlll U C) W O - ny N 04 co Ln LLI co r'a' 3: Q C XN O _0) ............ O.ca � o tiu) v tr sv v �t v v v 1 v a o 0 0 0 0 o a Q„ Cl O O O 6 O O O 6 O _ C 0rM w nv 0 � N N Cl N ;r soL . YQ °Qo v70 .o .o m Lib b .0 a) a) a) as v a) a) -o a) oN _ 0ti o m3 3 � � z > CL n n v 3 m ,eco E 10 T — a C M Z _._....._....... . 4„ ,, ....... :3O 75 O �. Q' d' '�t' �t 4 'qt t1' ,�' "�. "�' I.s'Y_, V 1 V' IT RY' �v r O O O 4 O O O OO O O 4 O O O O O O 4 �_ In Ln c7 c rn rn rn c�a C;5 rn ca * `v � a5 rn � r' r .^ N N N N N N N f� N � Ln c3 cr) � r ao rn rn GOA (/� v s v �r v 3 O ca c3 L. a a) :3 :3I L I— CIO ui �' - i ...._� - i V) to N N o ro m m m m m m I m m m m m ro m m m m m m o 0 o a o t7 ' ='a {= o '0 i o 'a -0 ,-0 'D -o v o ) 4f7 i3! p LO 1 LC) ]O O O O Lf') In In j vC 1 U)u) O U') tr 4'J O r N Z p v ......0O (a cu_ CM a) a m a) c r u� E U) a) In •� m m o T) E d �a c w N " o o I m E Q m l ro 0 o o F in a n E c v a a U ° T� o a w E w � 0 C-5 � �_, o) o Q) > `° 17, cz w a U �! a c c m N O v 1 C m c - dS O f 0 O C p c �U ,a3 0) m 3 U IU C N m C i 1' Q 0- a) O �, yL,, 3 ci ° 0 �` a_ S o �' 1_ >, 1111,0 4) c co 0 �-) U o a- f CL m rn m j� c c w U N l In .� c I c {.4u'' 1 0. ( tU m f9 c EL o 1�d y a U I U f%) fJ U a CL CL rn o o. m ro 70 E c Q U IQ m a CLQI E a a �� C/) _L a)N t7. E 0 IL = mai N M v LC) CU r O O N M V tf) CO r O ST7 '2 t9 m ao 0 CD z U- 0 04 LL 0 r) ca E F- E L) Z W) 0 10 E 0 2 w 0- z < 0 w CN C14 I LLJ t*-C"t a x 0 0 i::� �T 'It q 'T �T LO ko u-) 'o a) CL Q Q !R !R Q 0 0 0 (n U') m CD 0 06 — — 0 x lz — U- m cc LL -0 0 a) 'o -a 0) *0 �a 0 Cj or� 0 U- a) am CL CL a) Lo r- w 04 c E 10 a. E -9? -T R d -d c M UJ ri) "q v �r It LO LO CD 2 Q C> 0 a a o :3 r- =3 �c '0 =3 :3 =3 C 0 M �c z -C ............ .............. cu ca > m co 0 M, m m m m cu m m m 10 'D V '0 'D .0 0 C C) LO 0 Q C) LO to LO ul LU o6 E a) ui a) o6 0 CL 0 C: E m cu 4) C: 0. a) r- :3 0- m ca ") (n CL E CL E E 8 �a? u� E V; 0 c: z 0 o m c 0 .0 0 E a 00 0 t =. 0- < E -6 .0 LU 2 m 0 < - w �.o �E LL 2 o 0 LL E 0 m I m -�V- o6 co L 0 a c 'c 0 E - c T 0 U) U- LL (n 0 0 m 10 '0 m u CL 5 - 2 2 3m: CL IL 0- < CL E E z z (D 2 (D, E LL 2 co N co 2—m co I CL 0 ATTACHMENT "E" PROJECT LOCATION MAPS BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Q F'AS f-4 z ry T-1-1 7, z z 0 4 C) LIJ c n m w Lj 0 i Li 7 77 Z F_ re L.5- _j C -7, F=- 0 L 1 -1 - co C) 01) C) 7T, ul Q, UJ to 12 L L p. �'p n co 0 u Z, in ul Vw z .......... 0 06 0 ca ,nu w > IV, LU 0 4) 4 0 _-Jul 1% U. 0 to CL U. : . F a _ p Ic _0 o CD- ;IT � f4 —, .._, ,e _. m �r I Ez _ I — — 0 LL J �Cy � ry LJ x .-ZJoe- . oea �� ` .... 4 0 t r " Qo IN _ W n r _ _ s — 00 00 "x o m r cv x m, 0 , Qc) �: 6fLµ"..Y... uj IJ I _ G I �t z o L M m _ +gyLnm o z c, .. _ .. a ra ,meq z 4 p � ao W - ` ' N Z3c F zL t _ - axe W Cc Z " � � :�: � r � ' z - 0 a � uj t �r�— d 7�IM1 1 l! f Z DIYuj V o � y � rn� 7' x as C 0 91 3c IN 0 q LAJ .. f 1 ...... L C/1) _ o r F C� NOMA F� 0 mw .: x _ 0 ry oo � z m QD r _ 711 0 « _ _, 0_ Cl) — �_. 00 r 00 a� cn C V " C7 « a co ai R 04 .. . --,y . a Ln UJ ... 7, , co 3: M/ s IL CL IL e ^"6+ U. Z co := C O co w w cc — N , z o W woG u�. ov� Hu0. '0312412003 10:43 8173359 A N A CONSLL.Tk PAGE 01 -A.N.A. CONSULTANTS, L.L.C. 1701 River Run Suite#610 Fort Worth Texas 76107 FAX: (817)335-9955 PH:(817)-335-9940 to: Konstantine Bakintas, P.E. BHB falx: 817-338-9245 from: Jake ArrottA.P.L.S. date: 103/24/03 re: Topcx,}ra Ale survey for Birchman Street, pages: 2, INCLUDING THIS PAGE Konstantine, Thank you very much! Jake 1"d A N A CONSLLT� PAGE 02 ' 43 8173359 14 P. /Onj 03/24/2003 MaImpton brown mm A E - Baird,Hn Vain & brovm4 11M. Envingering & Survoy1fag Mauch 24,2M Mr.Jolts Arrall. RPW AM Cw=ftrft 1 T0 IOVW".Ste 010 R"WoM,Tx TO 107 TOK101 TP364m,Tax(Si MIS."m 1111MCKMAN STRIEV(AS KALMOTO CAMP SOWN4 RECOMTWCT*N 0019 No 3913,Webs No M53-06005 M21 0.Sevver No P6311,4705801753110 No 03.11300 Mr.Mott P*"*be tfftffned ftw we have been sehWed to assist the City of Fort Worth wtM the obov*referenced protect.We will U pnwiding the civil engineering deftn services end request your assistance in prep&*Q the movesmy topographic sury". The project wcww%mppmtrmatoly 5,250 liner feet from Ashland to Camp Bowle,and abuts approxtrnately ISO(pftaftly rosk*ftl)properties. In line With ptajaels;of INS",We've negOtlatw a toWl surveying verAces,fee of$24.085.This fee Includes the topographic;surveying and pmetatlotl of the necessary right-cf-or"documentation. The project J%*mtWpsW W begin within,30-days; If your firm Is avallable to SaWst us WMI this PT0104:1. plome"n below#19nif&V your commtor*nt and comourreme with the praise%schadule fee Owturs. In Canmnvnom. Isms F."gl"W"g i surveying ANA Can"*rft AAr,Joke Arran RPLS Viae Pmkient Vke PrealdsM W.TUI U*K SM 5M FortWarft Ts=o 713102 TAI:G1M FS—x:617-M&GUSF-44rL mWebhbfti6m MW-24-2003 13:54 1Trevino&Assoctates 8176495727 P.02 Hugo C. Trevino & Associates 2500 E Randol Mill Road Suite 105 Arrington,Texas 76011 817-649-5191 817-649-5727 www. Hctrevino.com Sendto: Fron�? Mzm-� Attention: Date: Office Location: Office Location: Fox Number: :, Phone Number: - 9, 0 Urgent 13 Reply ASAP 13 Please comment 13 Please.Review 13 For your Information Total pages,including cover Comments: 1 24-20k73 13 54 1 )Trevino8Associates 8176495727 P.01 R.LS';GUDJ 10:5b Cl/JJtlSIL9a J Baird,HampWn& Brgwn, Inc. ' r� Lngineering Surveying March 24,2003 Mr.Hugo C.Trevino Trevino&A"OGIsiet 1818 WW Vickery Port Woeth.Tx M33 Tei(817932.4M Fax(81?MZ-6621 RE: BiRCHURM STREM WHALNd TO CAMP B WE)RECOUBTRUC i M DOE No 3913.Wow No PW$34)60S 'x$210,Sewer No PSSI-CYON0175M 8H8 No 03A 13.ta0 Mr,Trevino: Please be informed risen we have been seie cW to assist the city of Fort Worth with the above mfsmmco�d project.We Wr11 be providing the"engineerfig 40saign services and request your mulatence with the Piaru reproduction for roviewtubmIttals.bidding and construction. Ttw Project extends approx m dely 5A50 linear feet Wom Ashland to 0"Bowie surd abuts approxbro ly 130(p*narily rssidontial)properties. In roe with projects of this type,wolm neeodded a fatal reproduction swvicss fee of$7,533. Reproduction of kris are artticipaftd begin WMIn eppr 6meete ly 80-days; if your flim vA bi Avaitable to aasist us wtlh this pro*M pisses sign blow slanNng your commitment. sincerely. In Concurrence, BMS tr4onsering&Sury qbV TYV% no ctstss Konsstembrie 8akk tas.Pi= o C.Trevino Vice President Vice president 6r— ,5Aet� t�5 /?,arF`C?c•* e,,aaasooaooc�oaz„a. �cne*suuerr.00c ��. C �G�c�ra.-o t' Y�a'�.,-�.. 3t�W.7'ifs Alreat SLiO YYa1+,Y�78to2 e-817�{8-1777 >`eoc 17-33b-91+{5 C�MaI�mMl oom rt h ATTACHMENTS, EXHBITS, ESTIMATES, & FEE SUMMARY ATTACHMENT "A-1"—SUPPLEMENTAL SCOPE OF SERVICES ATTACHMENT"B"-COMPENSATION & SCHEDULE EXHIBIT"B-1" (Supplement to Exhibit B) - METHOD OF PAYMENT EXHIBIT"B-2" (Supplement to Exhibit B)— HOURLY RATE SCHEDULE EXHIBIT"B-3A" (Supplement to Attachment B) - SUMMARY OF TOTAL PROJECT FEES EXHIBIT"13-313 (Supplement to Attachment B)- FEE SUMMARY EXHIBIT"B-3C" (Supplement to Attachment B) - FEE FOR SURVEY &ADDITIONAL SERVICES EXHIBIT"B-3D" (Supplement to Attachment B)- FEE FOR REPRODUCTION SERVICES EXHIBIT"B-4" (Supplement to Attachment B) - BIRCHMAN STREET COST ESTIMATE ATTACHMENT"C" -AMENDMENTS TO STANDARD AGREEMENT &ATTACHMENT"A" ATTACHMENT"D" PROJECT SCHEDULE ATTACHMENT"E" PROJECT LOCATION MAPS MNVBE SUB-CONSULTANT AGREEMENT— HUGO TREVINO &ASSOCIATES for Reproduction M/\NBE SUB-CONSULTANT AGREEMENT—ANA CONSULTANTS for Surveying .. _. t I ATTACHMENT "A-11" SUPPLEMENTAL SCOPE OF SERVICES BIRCHMAN STREET (ASHALND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 The PROJECT generally described as 2004 CIP: Birchman Street Reconstruction,consists of the following: CITY MAP 2030-388 Roadway Reconstruction of Birchman Street, from Ashland Street(on the East) to Camp Bowie (on the West).This is a Total Project Length of Approximately 5,000 Linear Feet of Roadway Reconstruction WATER MAP 2030-388 Replace Existing 6-Inch Water Line with 8-Inch Water Line Along the Entire Length of the Project.This is a Total Water Line Replacement of Approximately 5,000 Linear Feet. SEWER MAP 2030-388 Replace Sewer Later L-2576 from Sta 1+50 to 6+40. This is a Total Sewer Line Replacement of Approximately 500 Linear Feet. ATTACHMENT "B" COMPENSATkON & SCHEDULE B|RCHK8AN STREET (A8HALm0TOCAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Dnaina8m DOE Nn3913 Water NoPVV53'O8053017G21O & Sewer NoPS58-O7O58O17553O ) Compensation A. The Engineer shall be compensated atotal lump sum fee of$123,115 as summarized in Exhibit ''B-3" Payment ofthe total lump sum fee shall beconsidered full compensation of the *arv|oea described inExhibit "A-1". for all labor materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid in four partial payments as described in Exhibit ''B-1" upon receipt of four individual invoices from the Engineer. U Schedule A. Design Services for this project ohu|| be completed within 150 calendar days (which includes CITY review time of 30 calendar days) after receiving a "Notice to Proceed" letter from City. Ui Construction Cost A. If the Engineer determines in the course of making design drawings and specifications that the construction cost eahnlote of $1,31{0,1K00 (as estimated on Exhibit ^13'3^) will be exCemdeU, whether bychange in the scope ofthe pro/ant' increased costs or other conditions, the Engineer ohoU 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. EXM|B|T "B4" (Supplement to Exhibit B) METHOD QFPAYMENT B|RCHMANSTREET (ASHLAND TO CAMP BOWIE) RECONSTRUCT/ON Water, Sanitary Sewer, Paving & Drainage DOE No3S13 Water NoPVV53-OS853O17G21O & Sewer NnpS58-870580i75530 |. Method of Payment The Engineer shall bepaid the four partial payments aooutlined below: The Engineer shall be paid o total offour partial payments upon receipt of invoice for each partial pay request from the Engineer. Part/m| Payment number 1 . vvhiohohall boequivalent to45% nfthetotal lump aum fee, shall be payable after completion and submittal ofExhibit"A+1^. Part B, Section 1 (Concept Design). Partial Payment number 2. vvhiohnhall boequivalent to8{y% ofthetota| lump num fee, mhall be payable after completion and submittal of Exhibit"A-1", Part B, Section 2 (Preliminary Engineering). Partial Payment number 3. vvhichshall boequivalent toA5% nfthetotal lump num fee, ahall be payable after completion and submittal of Exhibit"A-1", Part B, Section 3 (Final Engineering). Partial Payment number 4, which shall represent the balance of the earnings, \eom previous payments, shall be payable after the successful completion of Exhibit "A-1", Part C (Pre-Construction EXHIBIT "B-2" (Supplement to Exhibit B) HOURLY RATE SCHEDULE BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 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 at 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 BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Consulting Firm Prime Responsibility Amount Percent Prime Consultant: 131-113 Engineering & Surveying Engineering & Proj. Mgmt. $ 91,474 74.30% MANBE Consultants: ANA Consultants Surveying Services $ 24,088 19.57% Trevino & Associates Reproduction Services $ 7,553 6.13% Non-M/WBE Consultants: NONE Total for Professional Services $123,115 100.0% Project Description Scope of Services Total Fee MANBE Fee Percent Engineering Services Water, Sewer, Paving & Drainage $123,115 $31,641 25.7% Service Description Water Sewer P2vin2 Total Engineering Services 19,316 3,276 58,699 81,291 Surveying Services 10,297 1,747 12,044 24,088 Additional/Other 4,354 738 5,091 10,183 Reproduction 3,228 549 3376 7 553 37,195 6,310 79,610 123,115 , EXHIBIT "B-313" (Supplement boAttachment B) FEE SUMMARY B|RCHK8AN STREET (ASHLAND TOCAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No3813 Water NoPVV53'OG053O17S21U & Sewer NVPS58-O7858O17S53O Basic Services: Prnfeasiono| fensfor0aeioServiceamredeterminedperthapnocedunesout|inein ''Ak4anuo| ufPranhnefor Engaging the Services of Consulting EnQineer", published in 1982 by the Consulting Engineers Council and the Texas Society nfProfessional 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 drivowoys, parkway enhancements, intersecting streeta, etc.) associated with a reconstruction project justify the use of Curve^/Y' over Curve''B" Part A- Conceptual Design, and Part B- Plans & Specifications Transportation & Public Works: (Construction Cost}(ASCE Curve "A, X 8596) Paving & Drainage 946.000X7.30% X85Y6 = 58.699 VVabor Department (Construction Cost XASCE Curve"A''X85%) Water Improvements 311.300X7.30Y6X8596 = 19.318 Sanitary Sewer Improvements 52.800X7.3096X8596 _3,276 22,592 T&PVV and Water: Basic Services Total $ 81.2Q1 Additional Services: Transportation & Public Works: Topographic Surveying Services (by MAN8E> =$ 12,O44 Erosion Control Plans & SVV3P = $ 2.180 Meetings & Reports = $ 1.330 Printing & Reproduction Subtotal (by yN/WBE) = & 3.776 Administrative (10%) Fee onK4/WBEFirms =-$_-i'582 Additional Services Subtotal = $ 20.912 Water Department: Topographic Surveying Services (by K48WBE) = $ 12.U44 Erosion Control Plans &GVV3P = $ 2.180 Meetings & Reports = $ 1.330 Printing & Reproduction Subtotal (by M8NBE) = $ 3,776 Administrative (10%) Fee onM&V8EFirms =<$_1,58[Z Additional Services Subtotal = $ 20'912 71 T&PVVand Water: Additional Services Total = $ 41.824 EXHIBIT "B-3C" (Supplement to Attachment B) FEES FOR SURVEYING SERVICES BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Surveying Services: Transportation & Public Works Topographic Surveys 5,250 LF X $1.93 =10,144 Right-of-Entry Agreements 76 Ea X$25/Ea = 1,900 $ 12,044 Water Department Topographic Surveys 5,250 LF X $1.93 =10,144 Right-of-Entry Agreements 76 Ea X $25/Ea = 1,900 $12,044 T&PW and Water Department: Total for Surveying Services $24,088 R, EXHIBIT "B-31)" (Supplement to Attachment B) ADDITIONAL SERVICES BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Additional Services: Transportation & Public Works and Water Department: Prepare SW3P W/NOI & NOT $120/Hr X 8 Hrs = $ 960 $85/Hr X 40 Hrs = 3,400 $4,360 Prepare Monthly Progress Reports $85/Hr X 2 Hrs X 10 =$ 1,700 Attend Pubiic/Neighborhood Meetings $120/Hr X 8 Hrs = 960 $ 2,660 Total for Additional Services $7,020 Transportation & Public Works: = $3,510 Water Department (Water & Sanitary Sewer): = $3,510 EXHIBIT "B-3E" (Supplement to Attachment B) FEE FOR REPRODUCTION SERVICES BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water,Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Printing & Reproduction Transportation & Public Works and Water Department: Conceptual Design Report 4 Sets of Report $0.20/Pg X 26 Pg/Report X 4 = $ 21 Preliminary& Utility Clearance Plans 20 Sets of Constr. Plans $2.00/Sht X 36 Sht/Plan X 20 = $1,440 2 Sets of Specifications $0.20/Sht X 250 Pg/Spec X 2 = $ 100 Final Plans 5 Sets of Constr. Plans $2.00/Sht X 36 Sht/Plan X 5 = $ 630 5 Sets of Specifications $0.20/Sht X 250 Pg/Spec X 5 = $ 250 Bid Documents 45 Sets of Constr. Plans $2.00/Sht X 26 Sht/Plan X 45 = $2,340 45 Sets of Specifications $0.20/ShtX 250Pg/Spec X 45 = $2,250 Mounted Exhibits for Public Meetings 1 Drawings $50.00/Board X 5 Each = $ 250 Miscellaneous Reproduction Costs 6 Sets of Plans $2.00/Sht X 26 Sht/Plan X 6 = $ 312 Final Mylars for Record Purposes 1 Set of Plans $10/Sht X 26 Sht/Plan X 1 = $ 260 Printing & Reproduction Subtotal = $7,553 Transportation & Public Works = $3,776 Water Department (Water & Sanitary Sewer): = $3,776 .,........... .... 6 d �4J ad N t, 4 m 1 EXHIBIT "B-4" (Supplement to Attachment B) BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 TOTAL FOR PROJECT $1,310,100 See Detailed Budgetary Construction Cast Estimate on the Following Pages Budgetary Cost Estimate.xls BHB Engineering Surveying 3/30/2004 6300 Ridglea Place,Suite 700,Fort Worth,Tx 76116 Tel(817)338-1277, Fax(817)338-9245 Birchman Street Reconstruction: Ashland to Camp Bowie UNIT I -WATER LINE IMPROVEMENTS $ 311,300 UNIT II - SANITARY SEWER IMPROVEMENTS $ 52,800 UNIT III - PAVING & DRAINAGE IMPROVEMENTS $ 946,000 BIRCHMAN STREET RECONSTRUCTION TOTAL. $ 1,310,100 7 uW� Page 1 of 4 ' Budgetary Cost Estimab*.xis BHB Engineering &Sun/eying 3/30/2004 §3OORidglemPlaoe.Suite 70O.Fort Worth,Txr0116 Tel(O1T)3mO-1277.Fax(817)nOO'8245 Birch0Man Street Reconstruction: Ashland to Camp Bowie UNIT | - B|RCHKHm`N STREET: WATER LINE IMPROVEMENTS PAY UNIT ITEM QTY UNIT ITEM DESCRIPTION PR/CE AMOUNT 1 5050 LF 8"WATER PIPE |NPLACE (|NC. REK4OVAL/ABANOON) 24 $ 121.200 2 14 EA 8" GATE VALVE NV8OXAND LID 075 $ 9.450 3 O LF EXTRA DEPTH FOR WATER MAINS OVER i' BELDVVDESIGNED ELEV, 275 $ ' 4 1 TN C.|/O.|. FITTINGS PER TON 3250 $ 3.250 5 1 LS FURNISH & LAY 2" PIPE AND FITTINGS FOR TEMP SERVICE 3250 $ 3.250 6 8 EA FIRE HYDRANT 1500 $ 9,000 7 6 EA G"GATE VALVE NV0OXAND LID 525 $ 3.150 8 77 LF S^WATER PIPE |NPLACE (|NC. REMOVAL/ABANDON) 23 $ 1.771 0 0 EA 3/4" SERVICE TAP T{} MAIN 150 $ ' 10 40 LF 3/4" COPPER SERVICE LINE FROM MAIN TO K4EFEF< 7 $ 280 11 102 EA i" SERVICE TAP TOMAIN 175 $ 17.850 12 2100 LF 1" COPPER SERVICE LINE 13 $ 27.300 13 146 EA RELOCATE EX. METER BOX&WATER METER (CLASS B) 175 $ 25.550 14 1 EA WATER K4ETERBOX(CLASS B) 125 $ 125 15 3 EA 2-\NCHSERVICE TAP TOMAIN 500 $ 1.500 18 70 LF 2-|NCHCOPPER SERVICE LINE FROM MAIN T{) METER 19 $ 1.330 17 2 EA 1 1/2" SERVICE TAP TOMAIN 425 $ 850 18 20 EA 1 1/2" BULLHEAD SERVICE TAP T0 MAIN 425 $ 8.500 19 420 LF 1 1/2" COPPER SERVICE LINE FROM MAIN TOMETER 17 $ 7.140 20 5 EA WATER METER BOX (CLASS A) 75 $ 375 21 20 LF CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER 25 $ 500 22 O LF TRENCH SAFETY FOR DEPTHOF5' & OVER AS D|R. BY ENGINEER 175 $ - 33 80 LF ASPHALT PAVEMENT REPAIR FIG. 2000-1. 4B. 4VV 32 $ 1.920 24 0 SY 2" HK8AC OVERLAYVV/VVEDGE MILLING 28 $ - 25 300 SF CONC. PAVEMENT REPAIR FIG. 2000-2 9 $ 2.700.00 25 5050 LF TEMPORARY ASPHALT PVW4T, REPAIR (0" FLEXIBLE BASE & 2^ HK4AC. 7 $ 35.350 26 10 CY BALLAST STONE FOR MISCELLANEOUS PLACEMENT 7 $ 70 27 10 CY CRUSHED LIMESTONE FOR MISCELLANEOUS PLACEMENT 7 $ 70 28 10 CY TYPE B (25OO#) CONCRETE 25 $ 250 29 10 CY TYPE E (1500#) CONCRETE 25 $ 250 30 50 LF 3/4-INCH COPPER SERVICE ON PRIVATE PROPERTY BY LICENSED P| 10 $ 500 SUB-TOTAL FOR B|RCH/NAN STREET WATER IMPROVEMENTS $ 283.481 CONTINGENCY 1096 TOTAL FOR WATER IMPROVEMENTS $ 311.300 Page 2of4 Budgetary ComtEoUmaba.xis 13H13 Engineering & Surveying 3/30/2004 08O0RidgleaPlace,Suite 70U. Fort Worth,Tx78110 Tel(817)338-1277,Fax(817)338-9245 BYrchman Street Reconstruction: Ashland N0Camp Bowie UNIT || - B)RCHK8AN STREET: SANITARY SEWER IMPROVEMENTS PAY UNIT ITEM QTY UNIT ITEM DESCRIPTION PRICE AK4DU114T 1 570 LF PRE-CONSTRUCTION TV |NSEPCT|{}NASD|R. BY ENGINEER 4 $ 2.280.00 2 1 EA REMOVE EX. SANITARY SEWER MANHOLE 275 $ 275.00 3 570 LF 0"SANITARY SEWER PIPE (ALL DEPTHS) 32 $ 18.240.00 4 1 EA 4' DIA. STD. SANITARY SEWER MANHOLE(TO 0' DEPTH\ 1650 $ 1.650.00 5 0 VF EXTRA DEPTH FOR SANITARY SEWER MANHOLE 140 $ - O 1 EA CONCRETE COLLAR FOR SANITARY SEWER MANHOLE 185 G 185.00 7 1 EA WATER TIGHT MANHOLE INSERT 70 $ 70.00 8 19 EA 4" SANITARY SEWER SERVICE TAP 200 $ 3.880.00 0 90 LF 4^ PVC SANITARY SEWER SERVICE LINE 20 $ 1.800.00 10 300 LF 4" D.|. SANITARY SEWER SERVICE LINE 30 $ 0.000.00 11 10 EA TWO WAY SERVICE CLEAN OUT (|NC. REMOVAL OFEX. CLEAN OUT 150 $ 2.850.00 12 100 LF TRENCH SAFETY FOR DEPTH OF5' & OVER AG D|R. BY ENGINEER 1 $ 100.00 13 1 EA VACUUM TEST SANITARY SEWER MANHOLE 140 $ 140.00 14 570 LF POST CONSTRUCTION TVINSPECTION 1.5 $ 855.00 15 O LF ASPHALT PAVEMENT REPAIR FIG. 2000'1 38 $ - 16 O SY 2" HyWACOVERLAY VV/VVEDGEMILLING PER FIG. 200O-1 30 $ - 17 388 SF CONC. PAVEMENT REPAIR FIG. 2000-2 8 $ 2.700,00 18 570 LF TEMPORARY ASPHALT pVyWT. REPAIR /8" FLEXIBLE BASE & 2" HK4A[ 7 $ 3.890.00 10 10 CY CRUSHED LIMESTONE FDRM|SC. PLACEMENT ASDIRECTED 8YEN 7 $ 70.00 20 10 CY BALLAST STONE FOR MISC. PLACEMENT A@D|R. BYENGINEER 10 $ 100.00 21 10 CY TYPE B (2S0O#) CONCRETE 25 $ 250.00 22 10 CY TYPE E /150O#\ CONCRETE 25 $ 250.80 SUBTOTAL FOR B|RCHK4/\NSTREET SANITARY SEWER IMPROVEMENTS $ 48.805.00 CONTINGENCY 0% TOTAL FOR SANITARY SEWER IMPROVEMENTS $ 52.800 - Page 3 of 4 ` ' Budgetary Cost Estimate.xis BHB Engineering &Surveying 3/30/2004 6300 Ridglea Place, Suite 700, Fort Worth,Tx 76116 Tel(817)338-1277, Fax(817)338-9245 Birchman Street Reconstruction: Ashland to Camp Bowie UNIT III - BIRCHMAN STREET: PAVING & DRAINAGE IMPROVEMENTS PAY UNIT ITEM QTY UNIT ITEM DESCRIPTION PRICE AMOUNT 1 2 EA PROJECT DESIGNATION SIGN 250 $ 500 2 1 LS MISC. UTILITY ADJUSTMENT 4500 $ 4,500 3 1 LS PROVIDE TRAFFIC CONTROL PER PLANS 2500 $ 2,500 4 9,350 LF REMOVE CURB AND GUTTER 1 $ 9,350 5 4000 SY REMV EX.CONC. DRVWY, VALLEY,SLABS,SDWLKS,LDWLKS&WHLCHR RMF 9 $ 36,000 6 650 LF SAWCUT EXSTING PAVEMENT 1.85 $ 1,203 7 3500 CY UNCLASSIFIED STREET EXCAVATION 12 $ 42,000 8 0 CY BORROW (IN PLACE) 15 $ - 9 21000 SY 8" LIME STABILIZED SUBGRADE 2 $ 42,000 10 367.5 TN HYDRATED LIME FOR LIME STABILIZED SUBGRADE(35 LBS LIME/SY SUBG 90 $ 33,075 11 9350 LF 7"CONC. CURB & 18" GUTTER 10 $ 93,500 12 550 SY 7" REINFORCED CONCRETE VALLEY GUTTER 45 $ 24,750 13 19820 SY 6" HMAC PAVEMENT(4" Base Course& 2" Surface Course) 10 $ 198,200 14 5702.4 SF 4"CONCRETE SIDEWALK 4 $ 22,810 15 6 EA REMOVE & DISPOSE OF EXIST CURB INLET(5-10') 400 $ 2,400 16 1490 LF REMOVE & DISPOSE OF EXIST STORM DRAIN (18"-36") 6 $ 8,940 17 5 EA REMOVE & DISPOSE OF EXIST STORM DRAIN MANHOLE 300 $ 1,500 18 6 EA 10' CURB INLET COMPLETE IN-PLACE 3000 $ 18,000 19 125 LF 21" RCP STORM DRAIN LATERAL 38 $ 4,750 20 40 LF 24" RCP STORM DRAIN LATERAL 42 $ 1,680 21 525 LF 30" REP STORM DRAIN LINE 52 $ 27,300 22 800 LF 36" RCP STORM DRAIN LINE 63 $ 50,400 23 5 EA 4' SQ. STORM DRAIN MANHOLE w/FRAME & COVER 2500 $ 12,500 24 500 LF 6-INCH SUBSOIL DRAIN AS DIRECTED BY ENGINEER 10 $ 5,000 25 151 EA WATER METER BOX ADJUSTMENT TO PROPOSED GRADE 35 $ 5,285 26 20 EA WATER VALVE ADJUSTMENT TO PROPOSED GRADE 300 $ 6,000 27 1 EA SANITARY SEWER MANHOLE ADJUSTMENT TO PROPOSED GRADE 350 $ 350 28 2400 CY TOP SOIL BACKFILL 11 $ 26,400 29 6600 SY ASPHALTIC PAVEMENT TRANSITION 25 $ 165,000 30 3200 SF 6" CONC. DRIVEWAYS 4.5 $ 14,400 31 10 CY 6" FLEXIBLE BASE FOR DRIVEWAY TRANSITION AS DIRECTED BY ENGINEI 30 $ 300 SUBTOTAL FOR BIRCHMAN STREET PAVING & DRAINAGE IMPROVEMENTS $ 860,592 CONTINGENCY 10% TOTAL FOR PAVING & DRAINAGE IMPROVEMENTS $ 946,000 Page 4 of 4 ATTACHMENT "C" AMENDMENTS TO STANDARD AGREEMENT &ATTACHMENT "A" BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 Items and services which have been, at this time, excluded from 131-113's scope of work: Standard Agreement for Engineering Services Article IV, Paragraph G. Construction Progress Payments Article IV, Paragraph H. Record Drawings Attachment"A", General Scope of Services Phase 4, 22) Site Visits (during construction to report on progress) Phase 4, 26) Record Drawings ............. 7 no ATTACHMENT "D" PROJECT SCHEDULE BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 77aa IIyryI F AY. fFrll19fiY� 7 ��bl^ c �rrr sale�;u fiF( Ir, o Cl) U- .i= LL 0 E co E OL (D .(D _o -S� ff w CL T I ME'IT 0 "'A ul 0- C14 Li nL w (0'o LSt P I X CN C� o ------- ......................... CO T-i7 I 1 0 CL !R Cl) Im Z6 0 (a uaC\l I U) 0 X CD -v= ZB 8) LL m 'a "a 'D -a L) U- 6 1 U) 0 r.- LL U')r� 0 0- 4� :D Z) Z) .2 CN 'D *0 -D d- co U) co '5 -6 ' v v -1 1 u) CK uj M U2) N 6'i m 6 't .1 co 4 C—D a =3 :3 :3 CO co (D co < =3 :3 :; :3 z X- 10 :3 X- :3 a X- (3) = 's- r_ F- -r- wc F- F- F-F- Cl) uj ujor- . . . . . . Li >� >1 >1 >1 >1 >1 >1 >1 , >1 >1 m co m cc m m m (10 m m cc m m m I m m 70 10 ID 'a '0 I'D *0 '0 'D V '0 'a -0 'D "a -0 Lo 0 LO 07 U) 0 0 LO 10 to 0 �D 0 0 i In I LO LO U') T m to m U) :3 m LO W) CN z .0 cu m (D m co Q- CD E a) U) c m 0 w co = 2 a) co 'co o m CL 0 0 0 0 E m - 0 F- m 0 = OL E c m cL (D rz a) co (D E ul 0- -o 0 < wCL c 0 Q. CY) m C CL �c 2 -T 0 cJ 0 4) m § D 0 < a. o C 0 (n m m L) :3 L) 'd 0 d) C� CL m r- E I.E 0 C: w co c cc cc S 0 0 0 0 0 CL () % m a) CD 0 0 0 id r-CL CL E m t t: co cc c Y E E Q� ,F- M CL cc E LL CD 6 2 U2 ff co m a. 0 r! ml�7", c� (D Z LL. 0 V) LO O U- z Z Oil W) 0-- Z < 0 0 W 0— CN O W SO LO m�Iq - r x m Z Cl00 ) 0 CL �er g I Q c C) Qm C3 Q co 0 0 x U- m cn CD m N (n U- 'D r r 'a v cc 'a V 'a a) 0 (00- �' C, 2� C14 a r.� 0 U- 0 LO t� m D D D c E CL C, C, 0 0 0 Lu �5 (0 W W 1,. 0 C> C) 00 to ED N m V-— x �2 Q Q N M U) cp C) (D C) . . . w ....... ... V) U) 0) (1) w m m cc m m m m m m m m 0 70 v - a '0 '0 'a 0 a 0 LO LO CD 0 W) LO 0 Lo f 0 Lo V Cl) q 00 C4 — in cd ui CL U) to CL 0 co c m ca E W E OD CL F- IL E u m E c z ry 0 0 0 C) Im 2 C) E 9) c t :;_- CL m E ui 2 < w 0 E 0) =3 CL c in > 0 0 U- > LL 0 o = E 0 m r_ C:'Ft Z�i m 0 4) M .— .— :3 r_ CD U- LL U- cn 0 CL -C m tf) CL > '0 CL 2 2 E a. (D z m E in N CL a) 2 C m E 2 0 r CN M C LO rl C14 cli C14 (o (n CIJ C'14 'CMIJ ATTACHMENT "E" PROJECT LOCATION MAPS BIRCHMAN STREET (ASHLAND TO CAMP BOWIE) RECONSTRUCTION Water, Sanitary Sewer, Paving & Drainage DOE No 3913 Water No PW53-060530176210 & Sewer No PS58-070580175530 V , C: I F7� 0 L m F— 46 E L C) 10 (D!s L bi w FF m Wor 0 El < ry r) K3-tm cD 'IS 120100" 1 --7 co 0 st-> 00 ro U) —,4 v C4 e, -7, 3T" W4� W to 7- 0 Ln M Lr) Ln hO LL. z w Ln w < C6 oho ca z z 0 0 w w w 0 0 0 1 C7 LU w u. a u) cC w c :-- -LL m V) -mom ub �4 z A - c U = Of LiJ ry mw LL- 0 oo 0 LLJ .t—A '0 Cfl 7" -7: co 00 U) 77- C) �7— N 0 7tr a . 0 N UA uj Ln 0 Ul 10 ......... 0 Lf) CL IC4, U. z co 7' ol 0w , UJ co LU J z 0 0 zQo7,14 z UA x 0 z 0 o ui uj ce 0 0 WM U. a U. w m �' •u .. w+wsr V) ��•� TT '� t_� ._ W `fie C/) 2: c O 0 �= CL _P e� ... _ t c 71 A �_ cnQ rmzsau p All, •u C/) { ..IP . o wct� 0Q C/) b J J •u sr es A21{b r = w k„ 0 n _ o I� cmuoo co ....... o Cn -- _ O O _ ccs J� u n isoouxaa ujo Z 7T" W O d W a Ln O _ w r._. V co 3: � I a a r• _ m a V Z co !fly d O iG z o � W co Oi O 41 . ... L LMl-N a M �a. � r �� aca 0 a 14 �. � 0 OW 3ZW. a cc (D40 I% u6 0 v) to L6 03/24/2003 10:43 8173359 A N A CONSILLTA PAGE 01 A.N,A, CONSULTANTS, L.L,C. 1701 River Run Suite*610 Fart Worth Texas 76107 FAX: (817)335-9955 PES: (817)-335-940© r A C S I M 1 L E to: Konstanthe Bakintas, P.E. BHB' fax: 517-338-9245 from: Jake Arrott,R.P,L.S. date: 03/24/03 re: Topographic survey for Birchman Street, pages: 2, INCLUDING THIS PAGE Konstantine, Thank you very much! Jake 4 Zai :,���'!4�d � �f✓ Y�'�,y, "k G _ A N A CONSULT!•. � .PAGE 02 93124f2003 10:43 8173359 isisa F.an��rai - _. . . .. .�.�". � balta netagtcn & klrown 1 +�.:....I 1_.:..J Surveying 8�tird.H�un�on i•Brown, Inc. �nyltno�trltn�d� �u •y np March 24,6003 Mr,JWA M%M. RPLS ANA Consuttents 1T01 RtvsslK`Rosati,Sts 610 t=W WQM'Tx T$107 TsitblT}s.�.0iitl4,fyoc(61t133Stf436 IRE: 5111tCHMAN MEET{ASHALUD TO CAMP Wfflq RECONSTRUCTION 04E No 3913.Water No M53400=111 T6210,4e+Ner No P6564TOSIMSSS0 NHr No 03-119.00 Mr.AM t+ Please be irrfvrn+rd that we have been s aiected to assiet the Ctty of Fort Worth Mfttfl the above referenced project.We will to providing the cM1 engineering design services end roqu*0 yo%w onistanrq to prape ing the nooessavy topographic surrerya. The prolect extends spPmeftately 5,250 linear fast from Ashland to Camp Bowie and abut>c approximately 150(prfmsrity residential)propeifts, in tine with projects of thi6 type,we've negotiated a tool ss►urveyino serAm fee of 324.00,This fee includes the topographic surveying and preparation of tt»neceawy right-of-srAry documentation. The praj♦wt is antics a d W begin within 30-days;fF yoar firm 4 eva fable to assist us with this project. please sign below signifying your c ommltment and concurrence with the projects aottedula e►nd fee structure. Sincerely. In CoraxTen ar, ems BnQitlaefl"o&Surveying ANA Co cyte / Kortstantlrw BaidntW PE r. Jake Arrott,RPt.S Vice President Vice PrestdeM s.,xaoa�coo.00a+:oa�,�to.a�oautocur��rr�cor�rrwcr+�r+�,��rrt:rn.t�eoc iO4 .yah uile orth, tjai T6t R2 Tei:!!1 - Fax:>a17-93R- 4S �:rrrMf�bh Cpm Ml -24-2003 13:54 �Trey ino&Plsscciates 6176495727 P.02 Hugo C. Trevino & Associates 2500 E Randol M11 Road Suite 105 Arrington,Texas 76011 817-649-5191 817-649-5727 www. Hctrevino.com Send to: From. Attention: Dote: Office Location: Office Location: Fax Number; • Phone Number'. C) Urgent U Reply ASAP C3 Please comment C3 Please Review C3 For your Information Total pages,including coyer: Cornmentr. �-24-2003 1354 R.24'zovJ za:ao ntIsavyZqI )TrevinogAssociates 8176495727 0.01 Baird, Hamsftn& Brown, inc. ' ❑ Engineering a SurrraXing Moth 24.200x3 Mr.Hugo C.Trevino Trevina&Auocietea 1919 woo Vioicixy Fort WaRst.Tx 7'E!'M 33 TO(61rAW42 M Fax(817 -MI RE; BiRGIVIMMd STREET(/MALND TO CAMP SOME)RECOU TM M"OW OM No 3M ll3 Wer No FW5.3-d3ti0S M7ti210.Sewer No PS5*4? S Q17.= 13H8 No 03A MOO Mr,Trevino- Please be Informed OW"have been seMeded to sssW the City of Fort Worth witri the above refe"ced project We vilt be ptovb%g the dW eroviertng 40eo*setvlcet:acid vaguest your assidence wish the plane mp`oductiron for review sub mtttats.bidding and construction. The project extends epprorcimaseiy 5,250 tirtear feet from Ashland to Camp Bowie and abuts apprombro tbly 150(pttrrsa residential)prop'ertis& in line with prvolect,s of this type,we'Ve r egotiated a total rgxtducdm services tee of S7,5M Reprodu0m stbrts arcs amkOpanad begirt within eppnud naZety 80-drA 9 your firm vA to avallabie to mW us with this prrrje ct„IMS sign beiow sistnorig your cor natilment. 5incerdy. In Cor mance. SMB Engineering&8urveyWV Z. 0 oclates Korwfartttne Bakintas„ PETrevino We p'tr ident Vim President Of t ecc,7W.". 6r- S Ates c�.►7-.*r'�`C 7 r' tivufi, 309 W.711, 90a Wort%Tsee 7at02 .-917.33&-1 FWc l T,3M. 5 wlto=n C of Fort Worth,, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 5/18/2004 DATE: Tuesday, May 18, 2004 LOG NAME: 30BIRCHMAN REFERENCE NO.: **C-20081 SUBJECT: Engineering Agreement with Baird, Hampton & Brown, Inc., for Design of Pavement Reconstruction, Water and Sanitary Sewer Replacements on Birchman Street (Ashland Avenue to Camp Bowie Boulevard) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreement with Baird, Hampton & Brown, Inc., in the amount of $123,115 for the design of pavement reconstruction, water and sanitary sewer replacements on Birchman Street (Ashland Avenue to Camp Bowie Boulevard). DISCUSSION: The 1998 Capital Improvements Program (CIP) included funds in the amount of$500,000 for the pre-design of capital projects to be considered in the next bond program. Due to the severely deteriorated condition of the segment of Birchman Street from Ashland Avenue to Camp Bowie Boulevard, staff identified this segment for pre-design and the project was included in the 2004 CIP. It is believed that future maintenance efforts on this street will not be cost effective. The water and sanitary sewer lines (L-2576) are scheduled to be replaced prior to pavement reconstruction. Baird, Hampton & Brown, Inc., proposes to perform the design work for a lump sum fee of $123,115 (includes $37,195 for water, $6,310 for sewer and $79,610 for paving design). Staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $3,000 is required for water and sanitary sewer project management by the Department of Engineering. Baird, Hampton & Brown Inc., is in compliance with the City's M/WBE Ordinance by committing to 25% MIWBE participation. The City's goal on this project is 25%. The project is located in COUNCIL DISTRICT 7, Mapsco 75J, K and M. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Water Capital Project Fund, the Sewer Capital Project Fund, and the Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers PW53 531200 060530176210 $37195.00 VoanAme- IORTRCHMAN "- - - , r PS58 531200 070580175530 $6,310.00 0115 531200 020115095502 $79,610.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating-Department Head: A. Douglas Radernaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) Vnannmtr 'IORTR( .T-4MAN 11 -ell