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Contract 30652
CITY SFORETARY CITY OF FORT WORTH, TEXAS 'DONTRACT NO. STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and RJN Group, Inc., (the "ENGINEER"), for a PROJECT generally described as: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Griggs Avenue (Panola Avenue to S. Dead End), Martha Lane (Montclair Drive to Junius Street), Martha Lane (Junius Street to Queen Court), San Jose Drive (Meadowbrook Drive to Jewell Avenue), View Street (Barron Lane to 3312 View Street), Marion Avenue (S. Jones Street to South Freeway) and E. Robert Street (S. Jones Street to South Freeway). Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article II Compensation A. The ENGINEER's compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A. Invoice and Payment (1) The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) The ENGINEER will issue monthly invoices for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving 7 days' written notice to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the CITY suspension of services. Tdrf ' ORIGINAL Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and 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 CONTRACT Page 2 of 14 E. Engineers Personnel at Construction Site (1) The presence or duties of the ENGINEER's personnel at a construction site, whether as on-site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The ENGINEER and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. (2) Except to the extent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, when completed, will be in accordance with the Contract Documents, nor shall anything in the Contract Documents or the agreement between CITY and ENGINEER be construed as requiring ENGINEER to make exhaustive or continuous on-site inspections to discover latent defects in the work or otherwise check the quality or quantity of the work on the PROJECT. If, for any reason, the ENGINEER should make an on-site observation(s), on the basis of such on-site observations, if any, the ENGINEER shall endeavor to keep the CITY informed of any deviation from the Contract Documents coming to the actual notice of ENGINEER regarding the PROJECT. (3) When professional certification of performance or characteristics of materials, systems or equipment is reasonably required to perform the services set forth in the Scope of Services, the ENGINEER shall be entitled to rely upon such certification to establish materials, systems or equipment and performance criteria to be required in the Contract Documents, F. Opinions of Probable Cost, Financial Considerations, and Schedules (1) The ENGINEER shall provide opinions of probable costs based on the current available information at the time of preparation, in accordance with Attachment A. (2) In providing opinions of cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, the ENGINEER has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market conditions; time or quality ENGINEERING CONTRACT Page 3 of 14 of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the -final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information compiled and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. I. Minority and Woman Business Enterprise (M/WBE) participation In accord with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this agreement and debarment from participating in City contracts for a period of time of not less than three (3) years. J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years 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 ENGINEERING CONTRACT Page 4 of 14 and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give sub-consultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident (or reasonably equivalent limits of coverage if written on a split limits basis). Coverage shall be on any vehicle used in the course of the PROJECT. Worker's Compensation Coverage A: statutory limits Coverage B: $100,000 each accident $500,000 disease - policy limit $100,000 disease -each employee Professional Liability $1,000,000 each claim/annual aggregate ENGINEERING CONTRACT Page 5 of 14 . . ... . . .. (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified 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 or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of nori-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) Insurers for all policies must be authorized to do business in the state of Texas or be otherwise approved by the CITY; and, such insurers shall be acceptable to the CITY in terms of their financial strength and solvency. (f) Deductible limits, or self-insured retentions, affecting insurance required herein shall be acceptable to the CITY in its sole discretion; and, in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY'S discretion, the ENGINEER may be required to provide proof of insurance premium payments. (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless the CITY approves such exclusions. ENGINEERING CONTRACT Page 6 of 14 (j) The Professional Liability insurance policy, if written on a claims made basis shall be maintained by the ENGINEER for a minimum two (2) year period subsequent to the term of the respective PROJECT contract with the CITY unless such coverage is provided the ENGINEER on an occurrence basis. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement. It is understood that insurance cost is an allowable component of ENGINEER's overhead. (1) All insurance required in section K., except for the Professional Liability insurance policy, shall be written on an occurrence basis in order to be approved by the CITY. (m) Subconsultants to the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When subconsultants maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. Notwithstanding anything to the contrary contained herein, in the event a subconsultant's insurance coverage is canceled or terminated, such cancellation or termination shall not constitute a breach by ENGINEER of the Agreement. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. ENGINEERING CONTRACT Page 7 of 14 O. Permitting Authorities - Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the permitting authorities' published design criteria and/or practice standards criteria which are published after the date of this Agreement which the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City-Furnished Data The CITY will make available to the ENGINEER all technical data in the CITY's possession relating to the ENGINEER's services on the PROJECT. The ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's performance of its services and will provide labor and safety equipment as required by the ENGINEER for such access. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights-of-way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other ENGINEERING CONTRACT Page 8 of 14 consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances and Indemnification (1) To the maximum extent permitted by law, the CITY will indemnify and release ENGINEER and its officers, employees, and subcontractors from all claims, damages, losses, and costs, including, but not limited to, attomey's fees and litigation expenses arising out of or relating to the presence, discharge, release, or escape of hazardous substances, contaminants, or asbestos on or from the PROJECT. Nothing contained herein shall be construed to require the CITY to levy, assess or collect any tax to fund this indemnification. (2) The indemnification and release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER'S negligence or if such hazardous substance, contaminant or asbestos is brought onto the PROJECT by ENGINEER. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article N.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." ENGINEERING CONTRACT Page 9 of 14 Off (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third-party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third-party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (3) The CITY will specify that the Builders Risk/Installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. Changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. ENGINEERING CONTRACT Page 10 of 14 B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The final designs, drawings, specifications and documents shall be owned by the CITY. C. Force Majeure The ENGINEER is not responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the ENGINEER. D. Termination (1) This AGREEMENT may be terminated only by the City for convenience on 30 days' written notice. This AGREEMENT may be terminated by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and does not commence correction of such nonperformance with 5 days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a.) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b.) Out-0f-pocket expenses for purchasing storage containers, microfilm, electronic data files, and other data storage supplies or services, c.) The time requirements for the ENGINEER'S personnel to document the work underway at the time the CITY'S termination for convenience so that the work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. ENGINEERING CONTRACT Page 11 of 14 J'MOM kEr- , F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996). G. Assignment Neither party shall assign all or any part of this AGREEMENT without the prior written consent of the other party. H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for inderrmification. Parties mean the CITY and the ENGINEER, and their officers, erriployees, agents, and subcontractors. I. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas, J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the arriount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than ENGINEERING CONTRACT Page 12 of 14 $50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment may be entered thereon in any court having jurisdiction, and will not be subject to appeal or modification except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and 11). (2) Any award greater than $50,000, exclusive of attorney's fees, costs and expenses, may be litigated by either party on a de novo basis. The award shall become final ninety (90) days from the date same is issued. If litigation is filed by either party within said ninety (90) day period, the award shall become null and void and shall not be used by either party for any purpose in the litigation. K. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision, and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. L. Observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances and regulations which in any way affect this AGREEMENT and the work hereunder, and shall observe and comply with all orders, laws ordinances and regulations which may exist or may be enacted later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its officers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. ENGINEERING CONTRACT Page 13 of 14 Article VII Attachments, Schedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The following attachments and schedules are hereby made a part of this AGREEMENT: Attachment A- Scope of Services Attachment B - Compensation Attachment C -Amendments to Standard Agreement for Engineering Services Attachment D - Project Schedule Attachment E - Location Map Executed this the 'day ofLL 2004. ATTEST: CITY OF FORT W T Marty Hendrix Marc. Ott City Secretary Assists t City Manager APPROVAL RECOMMENDED C r.tra ` authorizatiox - 1 -(",,,4- h1 �- cA. Douglas Rademaker, P.E. Date Director, Engineering Department APPROVED AS TO FORM AND LEGALITY Assistant City Attorney R.IN GRQlJP INC- ENGINEER NC-ENGINEER By: * /"1 lL4-7" Hugh . Kelso Regional Vice President ENGINEERING CONTRACT Page 14 of 14 ATTACHMENT "A" General Scopeof 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." nFNFRAI 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 � u � permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. 6) Plan Submittal Copies of the original plans shall be provided on reproducible mylar or approved plastic film sheets, or as otherwise approved by the Department of Engineering and shall become the property of the City. City may use such drawings in any manner it desires; provided, however that the Engineer shall not be liable for the use of such drawings for any project other than the project described herein; and further provided, that the Engineer shall not be liable for the consequences of any changes that are made to the drawings or changes that are made in the implementation of the drawings without the written approval of the Engineer. PHASE 1 7) Right-of-Way, Easement and Land Acquisition Needs The Engineer shall determine the rights-of-way, easement needs for the construction of the project. Engineer shall determine ownership of such land and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights-of-way and/or easements for the construction of this project. Sketches and easement descriptions are to be presented in form suitable for direct use by the Department of Engineering in obtaining rights-of-way, easements, permits and licensing agreements. All materials shall be furnished on the appropriate City forms in a minimum of four(4) copies each. 8) Design Survey The Engineer shall provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies of the field data. 9) Utility Coordination The Engineer shall coordinate with all utilities, including utilities owned by the City, as to any proposed utility liens or adjustment to existing utility lines within the project limits. The information obtained shall be shown on the conceptual plans. The Engineer shall show on the preliminary and final plans the location of the proposed utility lines, existing utility lines, based on the information provided by the utility, and any adjustments and/or relocation of the existing lines within the project limits. The Engineer shall also evaluate the phasing of the water, wastewater, street and drainage work, and shall submit such evaluation in writing to the City as part of this phase of the project. 10) Conceptual Plans The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and preliminary estimates of probable construction costs for the Engineer's recommended plan. For all submittals, the Engineer shall submit plans and documents for street/storm drain and water/wastewater facilities. The Engineer shall receive written approval of the Phase 1 Plans from the City's project manager before proceeding with Phase 2. PHASE 2 11) Design Data The Engineer shall provide design data, reports, cross-sections, profiles, drainage calculations, and preliminary estimates of probable construction cost. 12) Preliminary Construction Plans and Technical Specifications The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans and five (5) copies of the preliminary technical specifications for review by the City and for submission to utility companies and other agencies for the purposes of coordinating work with existing and proposed utilities. The preliminary construction plans shall indicate location of existing/proposed utilities and storm drain lines. The Engineer shall receive written approval of the Phase 2 plans from the City's project manager before proceeding with Phase 3. PHASE 3 13) Final Construction Plans The Engineer shall furnish five (5) copies of the final construction plans and contract specifications for review by the City. 14) Detailed Cost Estimate The Engineer shall furnish four (4) copies of detailed estimates of probable construction costs for the authorized construction project, which shall include summaries of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover mylar for the signatures of authorized City officials. The Contract Documents shall comply with applicable local, state and federal laws and with applicable rules and regulations promulgated by local, state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project manager before proceeding with Phase 4. -3 "v f �e,11 ^� FYI RTH, TEX. PHASE 4 16) Final Approved Construction Plans The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans and contract specifications. The approved plans and contract specifications shall be used as authorized by the City for use in obtaining bids, awarding contracts, and constructing the project. 17) Bidding Assistance The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the bidding documents, and assist the owner in determining the qualifications and acceptability of prospective constructors, subcontractors, and suppliers. When substitu- tion prior to the award of contracts is allowed by the bidding documents, the Engineer will advise the owner as to the acceptability of alternate materials and equipment proposed by the prospective constructors. 18) Recommendation of Award The Engineer shall assist in the tabulation and review of all bids received for the construction of the project and shall make a recommendation of award to the City. 19) Prebid Conference The Engineer shall attend the prebid conference and the bid opening, prepare bid tabulation sheets and provide assistance to the owner in evaluating bids or proposals and in assembling and awarding contracts for construction, materials, equipment, and services. PHASE 5 20) Preconstruction Conference The Engineer shall attend the preconstruction conference. 21) Construction Survey The Engineer shall be available to the City on matters concerning the layout of the project during its construction and will set control points in the field to allow City survey crews to stake the project. The setting of line and grade stakes and route inspection of construction will be performed by the City. 22) Site Visits The Engineer shall visit the project site at appropriate intervals as construction proceeds to observe and report on the progress and the quality of the executed work. -4- 23) Shop Drawing Review The Engineer shall review shop and erection drawings submitted by the contractor for compliance with design concepts. The Engineer shall review laboratory, shop, and mill test reports on materials and equipment. 24) Instructions to Contractor The Engineer shall provide necessary interpretations and clarifications of contract documents, review change orders and make recommendations as to the acceptability of the work, at the request of the City. 25) Differing Site Conditions The Engineer shall prepare sketches required to resolve problems due to actual field conditions encountered. 26) Record Drawings The Engineer shall prepare record drawings from information submitted by the contractor. I W.O10, YES" EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") YEAR ONE 2004 CAPITAL IMPROVEMENTS PROJECTS DESIGN SERVICES: WATER AND SANITARY SEWER IMPROVEMENTS FOR THE FOLLOWING: GRIGGS AVENIIF (Panola St. to South Dead End); MARTHA LANE (Montclair St. to Junius St.); MARTHA ANE (Junius St. to Queen St.); SAN JOSE DRIVE (Meadowbrook Dr. to Jewell Ave.); VIEW STREET (Barron St. to 280' West of Tandy Dr.); MARION STREET (S Jones St. to South Freeway Frontage Road); E_ ROBERT STREET (S Jones St. to South Freeway Frontage Road) 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 storm drain improvements for the following: Contract No. 12 Project No. 00025 SUMMARY OF IMPROVEMENTS STREET COUNCIL Water Exist. Prop. Replacement Sewer Exist. Prop. Replacement NAME DISTRICT Map No. Pipe Pipe Length Map No. Pipe Pipe Length (In) (In) (LF) (In) (In) (LF) GRIGGS AVE. W-2072- S-2072- (Panola to S. 8 388 6 8 1,385 388 6 8 940 Dead End) MARTHA LN. W-2072- S-2072- (Montclaire to 8 392 6 8 365 392 6 8 253 Junius) MARTHA LN. (Junius to 8 W-2072- 6 8 365 S-2072- 6 8 768 Queen) 392 392 SAN JOSE DR. W-2078- S-2078- (Meadowbrook 8 392 4 8 370 392 N/A N/A N/A to Jewell) VIEW ST. W-2066- S-2066- (Barron to W.of 8 392 6 8 1,300 392 6 8 354 Tandy) MARION ST. W-2054- S-2054- (S Jones to S 8 380 6 8 600 380 6 8 -672 Freeway) E.ROBERT ST. W-2054- S-2054- (S Jones to S 8 380 6 8 600 380 6 8 568 Freeway) TOTAL 4,985 3,555 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A— PRE-ENGINEERING w E1-1 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 Assessor's office. The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing sanitary sewer lateral or main: The CITY shall furnish the Engineer with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the Engineer will obtain the flow line elevation and design the service prior to advertising the project for bid. If the service flow line information cannot be obtained during the design survey, the Engineer shall delay the design of the sewer service line until after the start of construction. The CITY will then direct the Contractor to de-hole the service line at the clean-out location of all buildings or structures so that the Engineer's surveyor can determine the flow line of the sewer service line. The Engineer shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. EAl-2 C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report 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. 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 of 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, existing utilities, trees, fences, walls, etc.,. Tie improvements, trees, fences, walls, etc. horizontally along rear lines in an approximately 50' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. Compile base plan from survey field data at 1"=40' scale. When conducting design survey at any location on the project, 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. 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 coordinates on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. 4. No less than two bench marks per plan/profile sheet. S. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. l�N EA1-4 . o-TH, TEX 7. Obtain the "footprint" of all structures where the sanitary sewer service eline is to be relocated. ii. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name limits DOE project no., Consultant's Project Manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. iii. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 45 days after Notice to Proceed Letter is issued. b. The ENGINEER shall perform conceptual design of the proposed improvements and furnish four (4) copies of the concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. ENGINEER shall perform remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedures for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan, other pertinent design information and provide a summary of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part B, Paragraph iii (b), ENGINEER will prepare construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets on 22" x 34" sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes etc., related appurtenances and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. EAI-5 C. For sewer lines, pipelines schedule for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph b. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open-cut and trenchless technology construction is anticipated, below and above ground utilities will be located and shown on the base sheets. d. Existing utilities and utility easements will be shown on the plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to determine if any future improvements are planned that may impact the project. e. The design for sewer service line reroute/relocation will be provided if the flow line elevation of the sewer service can be determined from the cleanout location. If this elevation cannot be determined during design survey, the design shall be provided after award of the construction contract as specified in Part A, Paragraph 1 b. f. The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. g. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-Section of the City's specifications. These may include connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless details, and special service lateral reconnections. h. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary an eirrnanen - easements will be appropriated based on available inf rig Mi 6h-�anl^1'. recommendations will be made for approval by the City. r . .. _, . n, J_s EA1-6 i. 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 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. k. Preliminary Construction Plan Submittal i. Preliminary construction plans and specifications shall be submitted to CITY 212 days after approval of Part B, Paragraph iii (b). ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized.as follows: Cover Sheet General Notes/Legand Easement layout (if applicable) Abandonment Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or Eai-7 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, M. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 3. Final Engineering Plan Submittal a. Final Construction Documents shall be submitted to CITY QQ days after approval of Part B, Paragraph 2 k. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic EAi-s format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. EA1-9 EXHIBIT "A-2" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT T0. ATTACHMENT "A") YEAR ONE 2004 CAPITAL IMPROVEMENTS PROJECTS DESIGN SERVICES: WATER AND SANITARY SEWER IMPROVEMENTS FOR THE FOLLOWING: ,RI , ,S AV N I (Panola St. to South Dead End); MARTHA LANE (Montclair St. to Junius St.); MARTHA LANE (Junius St. to Queen St.); SAN JOSE DRIVE (Meadowbrook Dr. to Jewell Ave.); VIEW STREET (Barron St. to 280' West of Tandy Dr.); MARION STREET (S Jones St. to South Freeway Frontage Road); E. ROBERT STR T (S Jones St. to South Freeway Frontage Road) The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT Work under this attachment includes engineering services for paving and storm drain improvements for the following: Contract No. 12 Project No. 00025 SUMMARY OF IMPROVEMENTS 6" HMAC Pavement on 8" Stabilized Sub rade PAVEMENT STORM DRAIN 6" 4" STREET NAME COUNCIL 8"Lime 6"HMAC 7"Concrete Reinforced Reinforced DISTRICT Stabilized Pavement Curb with Concrete Concrete 10'CURB Subgrade 18"Gutter Driveway Sidewalk 18"RCP INLET (SY) (SY) (LF) (SF) (SF) (LF) (EA) GRIGGS AVE. (Panola to S. 8 4,833 4,027 2,800 5,100 6,100 N/A 1 Dead End) MARTHA LN. (Montclair to 8 1,333 1,112 800 60 0 WA N/A Junius) MARTHA IJV. (Junius to Queen) 8 1,334 1,113 800 60 0 30 2 SAN JOSE DR. (Meadowbrook to 8 1,333 1,112 800 940 40 N/A WA Jewell) VIEW ST. (Barron to W.of 8 4,333 3,611 2,600 2,612 3,700 30 2 Tandy) MARION ST. (S Jones to S 8 2,033 1,694 1,220 2,720 4,880 N/A N/A Freeway) E.ROBERT ST. (S Jones to S 8 2,033 1,694 1,220 2,620 4,980 N/A N/A Freeway) TOTALS 17,232 14,363 10,240 14,112 19,700 60 5 EA2-1 6" Reinforced Concrete Pavement on 6" Stabilized Sub rade PAVEMENT STORM DRAIN 6" 6" 4" STREET NAME COUNCIL 6"Lime Reinforced 7"Integral Reinforced Reinforced DISTRICT Stabilized Concrete Concrete Concrete Concrete 10'CURB Subgrade Pavement Curb Driveway Sidewalk 18"RCP INLET (SY) (SY) (LF) (SF) (SF) (LF) (EA) GRIGGS AVE. (Panola to S. 8 4,833 4,672 2,800 5,100 6,100 N/A 1 Dead End) MARTHA LN. (Montclair to 8 1,333 1,289 800 60 0 N/A N/A Junius) MARTHA LN. (Junius to Queen) 8 1,334 1,289 800 - 60 0 30 2 SAN JOSE DR. (Meadowbrook to 8 1,333 1,289 800 940 40 N/A WA Jewell) VIEW ST. (Barron to W.of 8 4,333 4,189 2,600 2,612 3,700 30 2 Tandy) MARION ST. (S Jones to S 8 2,033 1,966 1,220 2,720 4,880 WA WA Freeway) E. ROBERT ST. (S Jones to S 8 2,033 1,966 1,220 2,620 4,980 N/A N/A Freeway) TOTALS 17,232 16,660 10,240 14,112 19,700 60 5 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 an e oro j .. ✓1'. i:t u�G�: 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 Assessor's office. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report 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. 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. 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 EA2-3 (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 coordinates on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. 4. No less than two horizontal control points, per location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. ii. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name limits DOE project no., Consultant's Project Manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. Drainage Computations ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer EA2-4 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 Notice to Proceed Letter is issued. b. The ENGINEER shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's 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 1.b. for proposed condition. b. Preliminary project plans and profile sheets which will show the following and shall be on 22"x34" sheets: Property Ownership Curb Lines Driveways Medians (if applicable) Sidewalks Existing and proposed water and sanitary sewer mains. C. Proposed roadway profile grades and elevations along each curb line; elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right 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 EA2-5 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 notes, at intervals not-to-exceed 50 foot along the project length and will extend 10' past the right of way line on both sides of the street. Additional cross-sections at important features including driveways, pJ.'s of intersecting streets, (minimum distance of 100' along cross-street at each P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be 1" = 10' horizontal and 1" = 2' vertical. f. Street and intersection layouts. g. Proposed plan/profile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall be provided on the plan sheets to locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. h. Furnish as a function of final plans, six (6) copies of the final cross-sections on 22" x 34" sheets. Information on these sheets will include centerline station, profile grades and centerline elevations, roadway section (existing and proposed), right- of-way limits. Scale will be 1" = 20' horizontal and 1" = 2' vertical with cross sections plotted with stationing from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintained. Excavation and embankment volumes and end area computations shall also be provided. I. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. j. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property Division for Acquisition of Property". k. Utility Clearance Phase The ENGINEER will consult with the City's Transportation and Public Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities and government agencies to EA2-6 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 2Q days after approval of Part B, Paragraph iv ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary pians 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. 3. Final Engineering Plan Submittal a. Final Construction Documents shall be submitted to CITY 34 days after approval of Part B, Paragraph 2 (b). Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. EA2-7 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 fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during 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 develop bid tabulations in hard copy and electronic format and submit four (4) copies of the bid tabulation, along with the contract documents within three (3) working days after bid opening. 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. EA2-8 VY,L tl J ,[V-eye'�',�3 f. i��•V IHN � LVA ATTACHMENT"B" COMPENSATION AND PAYMENT SCHEDULE Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St.to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St.to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barren St.to 280'West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 i. Compensation A. The Engineer shall be compensated a total lump sum fee of $145,571.65 as summarized in Exhibit "B-3". Payment of total lump sum fee shall be considered full compensation for the services described in Attachment "A" and Exhibits "A-1" and "A-2" for all labor, materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid monthly as described in Exhibit "13-1", Section 1 — Method of Payment. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. II. Schedule Final Plans and Contract Documents for bid advertisement shall be submitted within 215 calendar days after the "Notice to Proceed" letter is issued. A. Conceptual Engineering Plans - 63 calendar days B. Preliminary Engineering Plans and Contract Documents- 105 calendar days C. Final Engineering Plans and Contract Documents- 38 calendar days D. Final Plans and Contract Documents for Bid Advertisement- 9 calendar days (Durations shown include review time) EXHIBIT "B-1" (SUPPLEMENT TO ATTACHMENT B) Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 I. Method of Payment Partial payments shall be made to the Engineer monthly upon City's approval of an invoice from the Engineer outlining the estimated current percent complete of the total project. The aggregate of such monthly partial fee payments shall not exceed the following: Until satisfactory completion of Exhibits "A-1" and "A-2", Conceptual Engineering Plan submittal and approval by the City, a sum not to exceed 40 percent of the total lump sum fee. Until satisfactory completion of Exhibits "A-1" and "A-2", Preliminary Construction Plan submittal and approval by the City, a sum not to exceed 75 percent of the total lump sum fee, less previous payments. Until satisfactory completion of Exhibits "A-1" and "A-2", Final Construction Plan submittal and approval by the City, a sum not to exceed 90 percent of the total lump sum fee, less previous payments. The balance of fees, less previous payments, shall be payable after all of the pre- construction meetings for the project have been conducted. II. Progress Reports A. The Engineer shall submit to the designated representative of the Director of the Department of Engineering monthly progress reports covering all phases of design by the 151h of every month in the format required by the City. B. If the Engineer determines in the course of making design drawings and specifications that the opinion of probable construction cost of $1,625,138 (as estimated in Exhibit "B- 4") will be exceeded, whether by change in the scope of the project, increased cost 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 Department of Engineering shall suspend all work hereunder. B1-1 EXHIBIT "B-2" (SUPPLEMENT TO ATTACHMENT B) Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 Employee Classification Rate/Hour Project Director $145 Project Manager $125 Project Engineer $105 CAD Designer $70 Draftsman $60 Clerical $48 Reimbursables Cost + 10% B2-1 EXHIBIT "B-3A" (SUPPLEMENT TO ATTACHMENT `B') SUMMARY OF TOTAL PROJECT FEES Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 Consulting Firm Prime Responsibility Amount Percent Prime Consultant RJN Group, Inc. Engineering and Proj. Mgmt. $111,206.34 76.39% M/WBE Consultants Gorrondona &Assoc. Surveying Services $26,601.30 18.27% LA Blueline Reproduction $4,264.00 2.93% Stream Water Group Engineering and QA/QC $3,500.00 2.40% $34,365.30 23.61% Non M/WBE Consultants None Total for Professional Services $145,572 100.00% Prosect Description Scope of Services Total Fee M/WBE Fee Percent Engineering Services Water, Sewer, Paving $145,571.64 $34,365.30 23.61% & Drainage EB-3A-1 9/8/2004 EXHIBIT "13-313" (SUPPLEMENT TO ATTACHMENT `B') PROFESSIONAL SERVICES FEE SUMMARY Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 PART A- CONCEPTUAL DESIGN, and PART B - PRELIMINARY PLANS AND SPECIFICATIONS BASIC SERVICES: Transportation and Public Works (Construction Cost X ASCE Curve "A") Paving and Drainage: Design Phase $860,856.70 X 7.30% X 85% _ $53,416.16 T&PW Basic Services Subtotal: $53,416.16 Water Department (Construction Cost X ASCE Curve "A") Water Improvements: Design Phase $356,112.63 X 7.30% X 85% _ $22,096.79 Water Basic Services Subtotal: $22,096.79 Sewer Improvements: Design Phase $408,168.75 X 7.30% X 85% _ $25,326.87 Sewer Basic Services Subtotal: $25,326.87 Water Department Basic Services Subtotal: $47,423.66 T&PW and Water: Basic Services Total $100,839.82 ADDITIONAL SERVICES: Transportation and Public Works Topographic Surveying Services (By M/WBE) $11,732.85 Erosion Control Plans and SWPPP (By M/WBE) $1,854.00 Meetings and Reports $1,059.43 Printing and Reproduction (By M/WBE) $2,258.70 Bidding and Construction Assistance $3,200.00 Administrative Fee (10%) on Subconsultants $1,690.50 Additional Services Subtotal = $21,795.46 Water Department SEWER WATER Topographic Surveying Services (By M/WBE) $10,598.08 $4,270.37 Erosion Control Plans and SWPPP (By M/WBE) $879.06 $766.95 Meetings and Reports $502.32 $438.26 Printing and Reproduction (By M/WBE) $1,070.94 $934.36 Bidding and Construction Assistance $210.00 $1,320.00 Administrative Fee (10%) on Subconsultants $1,305.04 $640.99 Additional Services Subtotal = $14,565.44 $8,370.92 T&PW and Water: Additional Services Total $44,731.83 EB-313-1 9/8/2004 EXHIBIT "13-313" (SUPPLEMENT TO ATTACHMENT `B') PROFESSIONAL SERVICES FEE SUMMARY Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) TOTAL CONTRACT AMOUNT $145,572 SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE) A. SUMMARY OF TOTAL FEE Service Description Water Sewer Paving Total Engineering Design $22,096.79 $25,326.87 $53,416.16 $100,839.82 Additional Services $4,100.56 $3,967.36 $10,062.61 $18,130.53 Surveying Services $4,270.37 $10,598.08 $11,732.85 $26,601.30 Total $30,467.71 $39,892.31 $75,211.62 $145,571.65 B. BREAKDOWN OF WATER, SEWER AND PAVING FEES(LESS SURVEY FEES) 1. Total Water Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design a. Concept (30%) = (Total Water Fee-Water Survey Fee)x(0.30) _ $7,859.20 b. Preliminary (60%)= (Total Water Fee-Water Survey Fee)x(0.60) _ $15,718.41 C. Final (10%) _ (Total Water Fee-Water Survey Fee)x(0.10) _ $2,619.73 $26,197.34 2. Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design a. Concept (30%) = (Total Water Fee-Water Survey Fee)x(0.30) _ $8,788.27 b. Preliminary (60%)= (Total Water Fee-Water Survey Fee)x(0.60) _ $17,576.54 C. Final (10%) = (Total Water Fee-Water Survey Fee)x(0.10) _ $2,929.42 $29,294.23 3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary and Final Design a. Concept (30%) = (Total Water Fee-Water Survey Fee)x(0.30) _ $19,043.63 b. Preliminary(60%)= (Total Water Fee-Water Survey Fee)x(0.60) _ $38,087.26 C. Final (10%) = (Total Water Fee-Water Survey Fee)x(0.10) _ $6,347.88 $63,478.77 Total Fee (less survey feEAl-, - EB-3B-2 EXHIBIT "B-3C" (SUPPLEMENT TO ATTACHNIENT `B') FEES FOR SURVEYING SERVICES Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 SURVEY SERVICES Total Anticipated Pavement Replacement Length =5,170 L.F. Topographic Survey Services for Pavement at $3.30 per LF 5,170 LF x$3.30 = $17,061.00 (Paving, Sewer&Water in Streets) 68.77% of Design Fee alotted to Paving $11,732.85 (68.77% of Pav't Survey Fee) 25.03% of Design Fee alotted to Water $4,270.37 (25.03% of Pav't Survey Fee) 6.20% of Design Fee alotted to Sewer $1,057.78 (6.20% of Pav't Survey Fee) Total Anticipated Sanitary Sewer Replacement in Alleys and Easements =2,891 L.F. Topographic Survey Services for Sewers in Alleys and Easements at$3.30 per LF 2,891 LF x$3.30= $9,540.30 Surveying Services for PAVING = $11,732.85 Surveying Services for WATER = $4,270.37 Surveying Services for SEWER =$1,058+$9,540= $10,598.08 T&PW and Water Department: Total for Surveying Services $26,601.30 EB-3C-1 9/8/2004 EXHIBIT "B-3D" (SUPPLEMENT TO ATTACHMENT `B') FEE FOR REPRODUCTION SERVICES Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 Transportation & Public Works and Water Department: Conceptual Design Report 4 Sets of Report $0.10/Pg x 50 Pg/Report x 4 = $20.00 Preliminary and Utility Clearance Plans 16 Sets of Construction Plans $0.90/Sht x 24Sht/Plan x 20 = $480.00 2 Sets of Specifications $0.12/Pg x 300 Pg/Spec x 2 = $72.00 Final Plans 5 Sets of Construction Plans $0.90/Sht x 24 Sht/Plan x 5 = $120.00 5 Sets of Specifications $0.12/Pg x 300 Pg/Spec x 5 = $180.00 Final Cross Sections 2 Sets of Documents $0.90/Sht x 20 Sht/Set x 2 = $40.00 Bid Documents 50 Sets of Construction Plans $0.90/Sht x 24 Sht/Plan x 50 = $1,200.00 50 Sets of Specifications $0.12/Pg x 300 Pg/Spec x 50 = $1,800.00 Exhibits for Public Meetings 2 Drawings (Mounted) $25.00/Board x 2 = $50.00 SW PPP 6 Sets of Plans $0.90/Sht x 6 Sht/Set x 6 = $36.00 6 SW PPP Books $0.10/Pg x 150 Sht/Book x 6 = $90.00 Final Mylars for Record Purposes 1 Set of Plans $4.00/Sht x 24 Sht/Plan x 1 = $96.00 1 Set of Cross Sections $4.00/Sht x 20 Sht/Set x 1 = $80.00 $4,264.00 BREAKDOWN OF REPRODUCTION FEES FOR WATER, SEWER,PAVING AND DRAINAGE Estimated Number of Water Plan Sheets = 4 (21.05% of Fee) Fee = $897.57 Estimated Number of Sewer Plan Sheets = 2 (10.53% of Fee) Fee = $449.00 Estimated Number of Paving and Drainage Plan Sheets = 13 (68.42% of Fee) Fee = $2,917.43 TOTAL REPRODUCTION FEE = $4,264.00 EB-3D-1 9/8/2004 EXHIBIT "B-3E" (SUPPLEMENT TO ATTACHMENT `B') ADDITIONAL SERVICES Engineering Design Services Associated With Street Reconstruction, Water and Sanitary Sewer Replacements on: Griggs Avenue (Panola St. to South Dead End); Martha Lane (Montclair St. to Junius St.); Martha Lane (Junius St. to Queen St.); San Jose Drive (Meadowbrook Dr. to Jewell Ave.); View Street (Barron St. to 280' West of Tandy Drive); Marion Street (S. Jones St. to S. Freeway); E. Robert Street (S. Jones St. to S. Freeway) Contract No. 12 Project No. 00025 Additional Services: Transportation and Public Works and Water Department: Prepare SW PPP w/NOI and NOT (6 Locations) _ $3,500 Bidding and Construction Phase Services $4,730 Attend Pre-Bid Meeting Review,and Tabulate Bids Attend Pre-Construction Meeting Attend Final Inspection Attend Public/Neighborhood Meetings (2 Anticipated) _ $2,000 Total for Additional Services = $10,230 7� :- EB-3E-1 f�3 a'E312004 EXHIBIT "B-4" SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST Asphalt Pavement YEAR ONE 2004 CAPITAL IMPROVEMENTS PROJECTS Contract No. 12 Project No. 00025 A: Griggs Street ( Panola Street to Railroad) (1450 LF Project Length) 1 Paving and Drainage $220,310.75 53.42% 2 Water $88,515.63 21.46% 3 Sewer $103,559.50 25.11% Subtotal $412,385.88 100.00% B: Martha Street (Montclair Street to Queen Street) (800 LF Project Length) 1 Paving and Drainage $93,101.25 37.72% 2 Water $51,048.25 20.68% 3 Sewer $102,675.65 41.60% Subtotal $246,825.15 100.00% C: San Jose Drive (Meadowbrook Drive to Jewell Avenue) (400 LF Project Lenth) 1 Paving and Drainage $51,933.75 62.00% 2 Water $31,834.00 38.00% 3 Sewer $0.00 0.00% Subtotal $83,767.75 100.00% D: View Street (Ben Street to 280' East of Tandy Lane) (1,300 LF Project Length) 1 Paving and Drainage $181,896.55 65.23% 2 Water $69,610.75 24.96% 3 Sewer $27,330.60 9.80% Subtotal $278,837.90 100.00% E: Marion Street (Interstate 35W to Jones Street) (610 LF Project Length) 1 Paving and Drainage $109,986.25 42.64% 2 Water $57,552.00 22.31% 3 Sewer $90,373.80 35.04% Subtotal $257,912.05 100.00% F: E. Robert Street (Interstate 35W to Jones Street) (610 LF Project Length) 1 Paving and Drainage $109,766.25 43.64% 2 Water $57,552.00 22.88% 3 Sewer $84,229.20 33.48% Subtotal $251,547.45 100.00% PROJECT TOTALS (5,170 LF TOTAL LENGTH) 1 Paving and Drainage $766,994.80 50.09% 2 Water $356,112.63 23.26% 3 Sewer $408,168.75 26.66% OVERALL PROJECT TOTAL 1,531,276.18 100.00% ESTIMATED COST PER 13' WIDE LANE-MILE Assume 28' Face-Face of Curb 28' Width/13' Lane 5170 Total Length)/5280 FT/Mile = 2.11 Lane-Miles 13' Wide) Total Paving Cost per Lane-Mile as h. pavement) =($766,994.80/2., $363,504.64 EB-4-1 9/8/2004 EXHIBIT "B-4" SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST Concrete Pavement YEAR ONE 2004 CAPITAL IMPROVEMENTS PROJECTS Contract No. 12 Project No. 00025 A: Griggs Street ( Panola Street to Railroad) (1450 LF Project Length) 1 Paving and Drainage $246,435.20 56.20% 2 Water $88,515.63 20.19% 3 Sewer $103,559.50 23.62% Subtotal $438,510.33 100.00% B: Martha Street (Montclair Street to Queen Street) (800 LF Project Length) 1 Paving and Drainage $106,736.30 40.98% 2 Water $51,048.25 19.60% 3 Sewer $102,675.65 39.42% Subtotal $260,460.20 100.00% C: San Jose Drive (Meadowbrook Drive to Jewell Avenue) (400 LF Project Lenth) 1 Paving and Drainage $59,958.80 65.32% 2 Water $31,834.00 34.68% 3 Sewer $0.00 0.00% Subtotal $91,792.80 100.00% D: View Street (Ben Street to 280' East of Tandy Lane) (1,300 LF Project Length) 1 Paving and Drainage $202,934.60 67.67% 2 Water $69,610.75 23.21% 3 Sewer $27,330.60 9.11% Subtotal $299,875.95 100.00% E: Marion Street (Interstate 35W to Jones Street) (610 LF Project Length) 1 Paving and Drainage $122,175.90 45.23% 2 Water $57,552.00 21.31% 3 Sewer $90,373.80 33.46% Subtotal $270,101.70 100.00% F: E. Robert Street (Interstate 35W to Jones Street) ((610 LF Project Length) 1 Paving and Drainage $122,615.90 46.38% 2 Water $57,552.00 21.77% 3 Sewer $84,229.20 31.86% Subtotal $264,397.10 100.00% PROJECT TOTALS (5,170 LF TOTAL LENGTH) 1 Paving and Drainage $860,856.70 52.97% 2 Water $356,112.63 21.91% 3 Sewer $408,168.75 25.12% OVERALL PROJECT TOTAL 1,625,138.08 100.00% ESTIMATED COST PER 13' WIDE LANE-MILE Assume 28' Face-Face of Curb 28'Width/13' Lane '5170 Total Length)/5280 FT/Mile = 2.11 Lane-Miles (13' Wide) Tota[Paving Cost per Lane-Mile conc. pavement) =($860,856.70/2.; $407,988.96 EB-4-2 EXHIBIT"134" CITY OF FORT WORTH, 2004 CIP-Griggs Street(Panola St.to S Dead End) Engineer's Opinion of Probable Construction Cost ASPHALT PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Ot Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD) LF 20 $23.50 $470.00 2 8"WATER PIPE IN PLACE INC.REM/ABAND. EX WATER PIPE LF 1385 $24.25 $33,586.25 3 8"MJ GATE VALVE WITH BOX AND LID EACH 3 $775.04 $2,325.00 4 CAST/DUCTILE IRON FITTINGS TON 1 53,000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIO1 LS 1 51,000.00 $1,000.x0 6 1"SERVICE TAP TO MAIN EACH 25 $400.00 $10,000.00 7 1"COPPER SERVICE MAIN TO METER LF 500 $10.00 $5,000.00 8 2"SERVICE TAP TO MAIN EACH 2 $450.00 $900.00 9 2"COPPER SERVICE MAIN TO METER LF 50 $18.00 $900.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 50 $10.00 $500.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 4 $175.00 $700.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 25 $150.00 $3,750.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY S-6"BURY DEPTH EACH 1 $2,500.00 $2,5500.00 14 FIRE HYDRANT BARREL EXTENSION VF 1 $200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 $275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 55 $27.50 $1,512.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINE LF 1385 $1.00 $1,385.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 1385 $9.00 $12.465.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT 580,468.75 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 415, $30.00 $12,450.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 525 $80.00 $42,000.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 10 $425.00 $4,250.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 12 $600.00 $7,200.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 22 $230.00 $5.060.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 7 52,200.00 $15,400.00 7 WATERTIGHT MANHOLE INSERT EACH 7 $150.00 $1,050.00 8 IVACUUM TEST SANITARY SEWER MANHOLE EACH 7 $110.00 $770.00 9 IREMOVE EXISTING SS MANHOLE EACH 4 $650.00 $2,600.00 10 POST CONSTRUCTION TV INSPECTION LF 9401 $1.50 $1,410.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 415 $1.00 $415.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 0 59.00 $0.00 13 SOD SURFACE RESTORATION LF 220 $7.00 $1,540.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $94,145.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE Cy 100 $12.00 $1,200.00 4 8"STABILIZED SUBGRADE Sy 4833 $2.50 $12,082.50 5 LIME/CEMENT FOR CEMENT STABILIZED SUBGRADE TON 97 $115.00 $11,155.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 11200 $1.50 $16,800.00 7 REMOVE EXISTING CURB AND GUTTER LF 28001 $2.50 $7,000.00 8 6"SUBDRAIN LF 100 $15.04 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 25 $35.00 $875.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 3 $250.00 $750.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350.00 50.00 12 6"ASPHALT TRANSITION-TYPE"D" Sy 80 $15.00 $1,200.00. 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 6100 $3.00 $18,300.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 5100 $5.00 $25,500.00 15 CONSTRUCT STANDARD 10'INLET EACH 1 $2,415.00 $2,415.00 16 6"HMAC PAVEMENT Sy 4027 S15.00 $60,405.00 17 7"CONCRETE CURB WITH 18"GUTTER LF 2800 $12.50 $35,000.00 18 UNCLASSIFIED STREET EXCAVATION Cy 300 $15.00 $4,500.00: SUB-TOTAL UNIT 2-PAVING&DRAINAGE 200,282.54 SUB-TOTAL $374,896.25 10%CONTINGENCY $37,489.63 TOTAL 5412,385.88 EB-4-3 CC,Ir L&iC1 Pi h iv EXHIBIT"134" CITY OF FORT WORTH,2004 CIP -Griggs Street(Panola St.to S Dead End) Engineer's Opinion of Probable Construction Cost CONCRETE PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Qty Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 20 $23.50 $470.00 2 8"WATER PIPE IN PLACE INC. REWABAND. EX WATER PIPE LF 1385 $24.25 S33,586.25 3 8"MJ GATE VALVE WITH BOX AND LID EACH 3 $775-00 $2.325.00 4 CAST/DUCTILE IRON FITTINGS TON 1 $3.000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTICI LS 1 $1,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 25 $400.00 $10,000.00 7 1"COPPER SERVICE MAIN TO METER LF 500 $10.00 $5,000.00 8 2"SERVICE TAP TO MAIN EACH 2 $450.00 $900.00 9 2"COPPER SERVICE MAIN TO METER LF 50 $18.00 $900.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 50 $10.00 $500.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 4 $175.00 $700.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 25 $150.00 $3,750.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY T-6"BURY DEPTH EACH 1 $2,500.00 $2,500.00 14 FIRE HYDRANT BARREL EXTENSION VF 1 $200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 5275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 55 $27.50 $1,512.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER SAS DIRECTED BY ENGINEE LF 1385 $1.00 51.385.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 1385 $9,00 $12,465.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT $80,468.75 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 415 $30.00 $12,450.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 525 $80.00 $42,000.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 10 $425.00 $4,250.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 12 5600.00 $7,200.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 22 $230.00 $5,060.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 7 $2,200.00 $15,400.00 7 WATERTIGHT MANHOLE INSERT EACH 7 $150.00 $1,050.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 7 $110.00 $770.00 9 REMOVE EXISTING SS MANHOLE EACH 4 $650.00 $2,600.00 10 POST CONSTRUCTION TV INSPECTION LF 940 $1.50 $1,410.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 415 $1.00 5415.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 0 $9.00 $0.00 13 SOD SURFACE RESTORATION LF 220 $7.00 $1,540.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT 594,145.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE Cy 100 $12.00 $1,200.00 4 6"STABILIZED SUBGRADE Sy 4833 $2.00 $9,666.00 5 LIME/CEMENT FOR STABILIZED SUBGRADE TON 68 $115.00 $7,820.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 11200 $1.50 $16,800.00 7 REMOVE EXISTING CURB AND GUTTER LF 28001 $2.50 $7,000.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 25 $35.00 $875.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 3 $250.00 $750.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350.00 $0.00 12 6"ASPHALT TRANSITION-TYPE"D" Sy 80 $15.00 $1,200.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 6100 $3.00 $18,300.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 5100 $5.00 $25,500.00 15 CONSTRUCT STANDARD 10'INLET EACH 1 $2,415.00 $2,415.00 16 6"REINFORCED CONCRETE PAVEMENT Sy 4672 $23.00 $107,456.00 17 7"INTEGRAL CONCRETE CURB LF 2800 $3.00 $8,400.00 18 SILICONE JOINT SEALANT LF 4700 $1.50 $7,050.00 19 7"CONCRETE CURB WITH 18"GUTTER LF 100 $20.00 $2,000.00 20 UNCLASSIFIED STREET EXCAVATION Cy 300 $15.00 $4.500.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 224.032.00 SUB-TOTAL $398,645.75 10%CONTINGENCY $39,864.58 TOTAL $438,510.33 EB-4-4 EXHIBIT"134" CITY OF FORT WORTH,2004 CIP- Martha Street(Montclair St.to Queen St.) Engineer's Opinion of Probable Construction Cost ASPHALT PAVEMENT ENGINEER"S ESTIMATE Item Unit No. Description of Items Unit Ot Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 20 $23.50 $470.00 2 8"WATER PIPE IN PLACE INC.REM/ABAND.EX WATER PIPE LF 730 $24.25 $17,702.50 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.00 $1,550.00 4 CAST/DUCTILE IRON FITTINGS TON 11 $3,000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECT101 LS 1 $1,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 10 $400.00 $4.000.00 7 1"COPPER SERVICE MAIN TO METER LF 500 $10.00 $5,000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 $18.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 50 $10.00 $500.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 10 $150.00 $1,500.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 1 $2,500.00 $2,500.00 14 IFIRE HYDRANT BARREL EXTENSION VF 1 $200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 $275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 32 $27.50 $880.00 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER FAS DIRECTED BY ENGINE LF 730 $1.00 $730.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE I LF 730 $9.00 $6,57000 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT 546,407.50 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 378 $30.00 $11,340.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 643 $80.00 $51,440.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 4 $425.00 $1.700.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 9 $600.00 $5,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 13 $230.00 $2,990.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 5 $2,200.00 $11,000.00 7 WATERTIGHT MANHOLE INSERT EACH 51, $150.00 $750.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 5 $110.00 $550.00 9 REMOVE EXISTING SS MANHOLE EACH 3 $650.00 $1,950.00 10 POST CONSTRUCTION TV INSPECTION LF 1021 $1.50 $1,531.50 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 378, $1.00 $378.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 378 $9.00 $3,402.00 13 SOD SURFACE RESTORATION LF 130 $7.00 $910.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $93,341.50 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE Cy 75 $12.00 $900.00 4 8"STABILIZED SUBGRADE Sy 2667 $2.50 $6,667.50 5 LIME/CEMENT FOR CEMENT STABILIZED SUBGRADE TON 53 $115.00 $6,095.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 120 0 $1.50 $180.0 7 REMOVE EXISTING CURB AND GUTTER LF 1600 $2.50 $4,000.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 11 $35.00 $385.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 2 $250.00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 3 $350.00 $1,050.00 12 6"ASPHALT TRANSITION-TYPE"D" Sy 47 $15.00 $705.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 0 $3.00 $0.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 120 $5.00 $600.00 15 CONSTRUCT STANDARD 10'INLET EACH 2 $2,415.00 $4,830-00 16 6"HMAC PAVEMENT Sy 2225 $15.00 $33,375.00 17 7"CONCRETE CURB WITH 18"GUTTER LF 1600 $12.50 $20,000.00 18 UNCLASSIFIED STREET EXCAVATION Cy 150 $15.00 $2.250.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 84,637.50 SUB-TOTAL $224,386-50 10%CONTINGENCY $22.438.65 TOTAL $246,825-15 ■ EB-4-5 EXHIBIT"B-4" CITY OF FORT WORTH,2004 CIP -Martha Street(Montclair St.to Queen St.) Engineer's Opinion of Probable Construction Cost CONCRETE PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Ot Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 20 $23.50 $470.00 2 8"WATER PIPE IN PLACE INC. REWABAND.EX WATER PIPE LF 730 $24.25 $17,702.50 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.00 $1,550.00 4 CAST/DUCTILE IRON FITTINGS TON 1 53,000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIOf LS 1 $1.000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 10 3400.00 $4,000.00 7 1"COPPER SERVICE MAIN TO METER LF 500 $10.00 $5,000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 $18.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 50 $10.00 $500.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 10 $150.00 $1,500.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 1 $2,500.00 $2,500.00 14 FIRE HYDRANT BARREL EXTENSION VF 1 3200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 $275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 32 $27.50 $880.00 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINEE LF 730 $1.00 $730.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 730 $9.00 $6,570.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT S46,407.50 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 378 $30.00 $11,340.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 643 $80.00 $51,440.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 4 $425.00 $1.700.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 9 $600.00 $5,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 13 $230.00 $2,990.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 5 $2,200.00 $11,000.00 7 WATERTIGHT MANHOLE INSERT EACH 5 $150.00 $750.00 8 IVACUUM TEST SANITARY SEWER MANHOLE EACH 5 $110.00 $550.00 9 IREMOVE EXISTING SS MANHOLE EACH 3 $650.00 $1,950.00 10 POST CONSTRUCTION TV INSPECTION LF 10211 $1.50 $1,531.50 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 3781 $1.00 $378.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 3781 $9.00 $3,402.00 13 SOD SURFACE RESTORATION LF 130 $7.00 $910.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $93,341.50 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 5300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE Cy 75 $12.00 $900.00 4 6"STABILIZED SUBGRADE SY 2667 $2.00 $5,334.00 5 LIME/CEMENT FOR STABILIZED SUBGRADE TON 37 $115.00 $4,255.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 120 $1.50 $180.00 7 REMOVE EXISTING CURB AND GUTTER LF 1600 $2.50 $4,000.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 IWATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 11 $35.00 $385.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 2 $250.00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 3 $350.00 $1,050.00 12 6"ASPHALT TRANSITION-TYPE"D" Sy 47 $15.00 $705.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 0 $3.00 $0.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 120 $5.00 $600.00 15 CONSTRUCT STANDARD 10'INLET EACH 2 52,415.00 $4,830.00 16 6"REINFORCED CONCRETE PAVEMENT Sy 2578 $23.00 $59,294.00 17 7"INTEGRAL CONCRETE CURB LF 1600 $3.00 $4,800.00 18 SILICONE JOINT SEALANT LF 1900 $1.50 $2,850.00 19 7"CONCRETE CURB WITH 18"GUTTER LF 100 $20.00 $2,000.00 20 UNCLASSIFIED STREET EXCAVATION CY 150 $15.00 $2,250.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 97,033.00 SUB-TOTAL _ $236,782.00 10%CONTINGENCY $23,678.20 TOTAL $260,460.20 EB-4-6 EXHIBIT"13-4" CITY OF FORT WORTH, 2004 CIP-San Jose Drive(Meadowbrook Drive to Jewell Ave.) Engineer's Opinion of Probable Construction Cost ASPHALT PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit aty Price Total UNIT 1-WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 0 $23.50 $0.00 2 8"WATER PIPE IN PLACE INC.REM/ABAND.EX WATER PIPE LF 370 $24.25 $8.972.50 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.G0 $1.550.00 4 CAST/DUCTILE IRON FITTINGS TON 1 $3.000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIOI LS 1 $1.000.GO $1,000.00 6 1"SERVICE TAP TO MAIN EACH 12 $400.00 $4,800.00 7 1"COPPER SERVICE MAIN TO METER LF 240 $10.00 $2,400.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 $18.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 50 510.00 $50000 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 12 $150.00 $1,800.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 0 $2,500.00 $0.00 14 FIRE HYDRANT BARREL EXTENSION VF 0 $200.00 $0.00 15 REMOVE EXISTING FIRE HYDRANT EACH 0 $275.00 $0.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 25 $27.50 $687.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5AS DIRECTED BY ENGINEE LF 370 $1.00 $370.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 370 $9.00 53.330.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT $28,940.00 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 0 $30.00 $0.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 0 $80.00 $0.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 0 $425.00 $0.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 0 $600.00 $0.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 0 $230.00 $0.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 0 $2,200.00 $0.00: 7 WATERTIGHT MANHOLE INSERT EACH 0 $150.00 $0.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 0 $110.00 $0.00 9 REMOVE EXISTING SS MANHOLE EACH 0 $650.00 $0.00 10 POST CONSTRUCTION TV INSPECTION LF 0 .$1.50 $0.00 11 TRENCH SAFETY SYSTEMS OVER 5DEEP LF 0 $1.00 $0.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 0 $9.00 $0.00 13 SOD SURFACE RESTORATION LF $7.00 $0.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $0.00 UNIT 2-PAVING AND DRAIN. BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE CY 25 $12.00 $300.00 4 8"STABILIZED SUBGRADE SY 1333 $2.50 $3,332.50 5 LIME/CEMENT FOR CEMENT STABILIZED SUBGRADE TON 27 $115.00 $3,105.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 980 $1.50 $1.470.00 7 REMOVE EXISTING CURB AND GUTTER LF 800 $2.50 $2,000.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 12 $35.00 $420.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 2 $250.00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350.00 $0.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 25 $15.00 $375.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 401 $3.00 $120.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 940 $5.00 $4,700.00 15 CONSTRUCT STANDARD 10'INLET EACH 0 $2,415.00 $0.00 16 6"HMAC PAVEMENT SY 1111 $15.00 $16,665.00 17 7"CONCRETE CURB WITH 18"GUTTER LF 800 $12.50 510,000.00 18 UNCLASSIFIED STREET EXCAVATION CY 75 $15.00 $1,125.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 47,212.50 SUB-TOTAL S76,152.50 10%CONTINGENCY S7.615.25 TOTAL $83,767.75 �� � � UYL EXHIBIT"B-4" CITY OF FORT WORTH, 2004 CIP -San Jose Drive(Meadowbrook Drive to Jewell Ave.) Engineer's Opinion of Probable Construction Cost CONCRETE PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Oty Pnce Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 0 $23.50 $0.00 2 8"WATER PIPE IN PLACE INC.REWABAND. EX WATER PIPE LF 370 $24-25 $8,972.50 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.00 $1,550.00 4 CAST/DUCTILE IRON FITTINGS TON 1 $3,000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECT101 IS 1 $1,000.00 $1,000A0 6 1"SERVICE TAP TO MAIN EACH 12 $400.00 $4,800.00 7 1"COPPER SERVICE MAIN TO METER LF 240 $10.00 $2,400.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 $18.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 50 $10.00 $500.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 12 $150.00 $1,800.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 0 $2,500.00 $0.00 14 FIRE HYDRANT BARREL-EXTENSION VF 0 $200.00 $0.00 15 REMOVE EXISTING FIRE HYDRANT EACH 0 $275.00 $0.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 25 $27.50 $687.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER FAS DIRECTED BY ENGINEE LF 370 $1.00 $370.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 370 $9.00 $3,330.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT l 528,940.00 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 0 $30.00 $0.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 0 $80.00 $0.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 0 $425.00 $0.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 0 $600.00 $0.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP,LINE EACH 0 $230.00 $0.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 0 $2,200.00 $0.00 7 WATERTIGHT MANHOLE INSERT EACH 0 $150.00 $0.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 0 $110.00 $0.00 9 REMOVE EXISTING SS MANHOLE EACH 0 $650.00 $0.00 10 POST CONSTRUCTION TV INSPECTION LF 0 $1-50 $0.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 0 $1.00 $0.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 0 $9,00 $0.00 13 SOD SURFACE RESTORATION LF 0 $7.00 $0.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $0.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE Cy 25 $12.00 $300.00 4 6"STABILIZED SUBGRADE SY 1333 $2.00 $2,666.00 5 LIME/CEMENT FOR STABILIZED SUBGRADE TON 19 $115,00 $2,185.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 980 $1.50 $1,470.00 7 REMOVE EXISTING CURB AND GUTTER LF 800 $2.50 $2,000.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 12' $35.00 $420.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 2 $250,00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350-00 $0.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 25 $15.00 $375.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 40 $3.00 $120.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 940 $5.00 $4,700.00 15 CONSTRUCT STANDARD 10'INLET EACH 0 $2,415.00 $0.00 16 6"REINFORCED CONCRETE PAVEMENT SY 1289 $23.00 $29,647.00 17 7"INTEGRAL CONCRETE CURB LF 800 $3.00 $2,400.00 18 SILICONE JOINT SEALANT LF 1000 $1.50 $1,500.00 19 7"CONCRETE CURB WITH 18"GUTTER LF 100 $20.00 $2,000.00 20 UNCLASSIFIED STREET EXCAVATION CY 75 $15.00 $1,125.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 54,508.00 SUB-TOTAL $83.448.00 10%CONTINGENCY S8,344.80 TOTAL 591,752.80 EB-4-8 EXHIBIT"134" CITY OF FORT WORTH,2004 CIP-View Street(Barron St.to 280'West of Tandy Dr. Engineer's Opinion of Probable Construction Cost ASPHALT PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Qty Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 0 $23.50 $0.00 2 8"WATER PIPE IN PLACE INC. REM/ABAND. EX WATER PIPE LF 1300 $24.25 $31,525.00 3 8"MJ GATE VALVE WITH BOX AND LID EACH 0 $775.00 S0.00 4 CAST/DUCTILE IRON FITTINGS TON 21 $3.000.00 $6,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIOf LS 11 $1,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 16 $400.00 $6,400.00. 7 1"COPPER SERVICE MAIN TO METER LF 400 $10.00 $4.000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 0 $18.00 $0.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 32 $10.00 $320.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 0 $150.00 $0.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 0 $2,500.00 50.00 14 FIRE HYDRANT BARREL EXTENSION VF 0 $200.00 $0.00. 15 REMOVE EXISTING FIRE HYDRANT EACH 0 $275.00 $0.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 25 $27.50 $687.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER SAS DIRECTED BY ENGINEE LF 1300 $1.00 $1,300.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 1300 $9.00 $11,700.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT j $63,282.50 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 354 $30.00 $10,620.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 0 $80.00 $0.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 7 $425.00 $2,975.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 0 $600.00 $0.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 7 $230.00 $1,610.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 2 52,200.00 $4,400.00 7 WATERTIGHT MANHOLE INSERT EACH 2 $150.00 $300.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 2 $110.00 $220.00 9 REMOVE EXISTING SS MANHOLE EACH 1 $650.00 $650.00 10 POST CONSTRUCTION TV INSPECTION LF 354 $1.50 $531.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 354 $1.00 $354.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 354 $9.00 $3,186.00 13 SOD SURFACE RESTORATION LF 0 $7.00 $0.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT 1 $24,846.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 1PROJECT DESIGNATION SIGN EA 2 5300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE CY 125 $12.00 51,500.00 4 8"STABILIZED SUBGRADE SY 4333 $2.50 $10,832.50 5 LIME/CEMENT FOR CEMENT STABILIZED SUBGRADE TON 87 $115.00 $10,005.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 6312 $1.50 $9,468.00 7 REMOVE EXISTING CURB AND GUTTER LF 1800 $2.50 $4,500.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 25 $35.00 $875.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 5 $250.00, $1,250.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 6 $350.00 $2,100.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 155 $15.00 $2,325.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 3700 $3.00 $11,100.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 2612 $5.00 $13,060.00 15 CONSTRUCT STANDARD 10'INLET EACH 2 $2,415.00 $4,830.00 16 6"HMAC PAVEMENT SY 3611 $15.00 554.165.00 17 7"CONCRETE CURB WITH 18"GUTTER LF 2600 $12.50 $32,500.00 18 UNCLASSIFIED STREET EXCAVATION CY 250 $15.00 $3.750.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 165,360.50 SUB-TOTAL $253,489.00 10%CONTINGENCY $25,348.90 TOTAL $278,837.90 c - - EB-4-9 V�I[Z ;&'�,-L2 Lk: ti1 EXHIBIT"134" CITY OF FORT WORTH,2004 CIP-View Street(Barron St.to 280' West of Tandy Dr.} Engineer's Opinion of Probable Construction Cost CONCRETE PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Q Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 0 $23.50 $0.00 2 8"WATER PIPE IN PLACE INC.REM/ABAND. EX WATER PIPE LF 1300 $24.25 $31,525.00 3 8"MJ GATE VALVE WITH BOX AND LID EACH 0 $775.00 $0.00 4 CAST/DUCTILE IRON FITTINGS TON 2 $3,000.00 $6,000,00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIOI LS 1 $1,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 16 $400.00 $6,400.00 7 1"COPPER SERVICE MAIN TO METER LF 400 $10.00 $4,000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 0 $18.00 $0.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 32 $10.00 $320.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 0 $150.00 $0.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY T-6"BURY DEPTH EACH 0 $2.500.00 50.00 14 FIRE HYDRANT BARREL EXTENSION VF 0 $200.00 $0.00 15 REMOVE EXISTING FIRE HYDRANT EACH 0 $275.00 $0.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 25 $27.50 $687.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINE LF 1300 $1.00 $1.300.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 1300 $9.00 $11,700.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT $63,282.50 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 354 $30.00 $10,620.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 0 $80.00 $0.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 7 $425.00 $2,975.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 0 $600.00 $0.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP. LINE EACH 7 $230.00 $1,610.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 2 $2,200.00 $4,400.00 7 WATERTIGHT MANHOLE INSERT EACH 2 $150.00 $300.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 2 $110.00 $220.00 9 REMOVE EXISTING SS MANHOLE EACH 1 $650.00 $650.00 10 POST CONSTRUCTION TV INSPECTION LF 354 $1.50 $531.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 354 $1.00 $354.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 354 $9.00 $3,186.00 13 SOD SURFACE RESTORATION LF 0 57.00 $0.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $24,846.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 1PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1.000.00 3 BORROW IN PLACE CY 125 $12.00 $1,500.00 4 6"STABILIZED SUBGRADE SY 4333 $2.00 58,666.00 5 LIME/CEMENT FOR STABILIZED SUBGRADE TON 61 $115.00 $7,015.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 6312 $1.50 $9,468.00 7 REMOVE EXISTING CURB AND GUTTER LF 1800 $2.50 $4,500.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 25 $35.00 $875.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 5 $250.00 $1,250.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 6 '$350.00 $2,100.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 155 $15.00 $2,325.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 3700 $3.00 $11,100.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 26121 $5.00 513,060.00 15 CONSTRUCT STANDARD 10'INLET EACH 2 $2,415.00 $4,830.00 16 6"REINFORCED CONCRETE PAVEMENT SY 4189 $23.00 $96,347.00 17 7"INTEGRAL CONCRETE CURB LF 2600 S3.00 $7,800.00 18 SILICONE JOINT SEALANT LF 3200 $1.50 $4,800.00 19 7"CONCRETE CURB WITH 18"GUTTER LF 100 $20.00 $2,000.00 20 UNCLASSIFIED STREET EXCAVATION CY 250 $15.00 $3,750.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 184,486.00 SUB-TOTAL $272,614.50 10%CONTINGENCY $27,261.45 TOTAL $299,875.95 EB-4-10 4" EXHIBIT"B CITY OF FORT WORTH, 2004 CIP-Marion Street(Interstate 35W to Jones St,) Engineer's Opinion of Probable Construction Cost ASPHALT PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Qty Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 20 $23.50 5470.00 2 8"WATER PIPE IN PLACE INC.REM(ABAND.EX WATER PIPE LF 600 $24.25 $14,550.00 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.00 $1,550.00 4 CAST/DUCTILE IRON FITTINGS TON 1 $3,000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIOI LS 1 $1,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 24 $400.00 $9,600.00 7 1"COPPER SERVICE MAIN TO METER LF 800 $10.00 $8,000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 $18.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 33 $10.00 $330.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 24 $150.00 $3,600.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 1 $2,500.00 $2,500.00 14 FIRE HYDRANT BARREL EXTENSION VF 1 $200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 $275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 26 $27.50 $715.00 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINEE LF 600 $1.00 $600.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 600 $9.00 $5,400.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT 2,320.00 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 150 $30.00 $4,500.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 522 $80.00 $41,760.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 0 $425.00 $0.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 24 $600.00 $14,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 24 $230.00 $5,520.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 4 $2.200.00 $8,800.00 7 WATERTIGHT MANHOLE INSERT EACH 4 $150.00 $600.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 4 5110.00 $440.00 9 REMOVE EXISTING SS MANHOLE EACH 3 $650.00 $1,950.00 10 POST CONSTRUCTION TV INSPECTION LF 672 $1.50 $1,008.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 150 $1.00 $150.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 150 $9.00 $1,350.00 13 SOD SURFACE RESTORATION LF 240 $7.00 $1,680.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT 82,158.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1.000.00. 3 BORROW IN PLACE Cy 50 $12.00 $600.00 4 8"STABILIZED SUBGRADE Sy 2033 $2.50 $5,082.50 5 LIME/CEMENT FOR CEMENT STABILIZED SUBGRADE TON 41 $115.00 $4,715.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 7600 $1.50 $11,400.00 7 REMOVE EXISTING CURB AND GUTTER LF 1220 $2-50 $3,050.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 24 $35.00 $840.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 2 $250.00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350.00 $0.00 12 6"ASPHALT TRANSITION-TYPE"D" Sy 0 $15.00 $0.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 4880 $3.00 $14,640.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 2720 $5.00 $13,600.00 15 CONSTRUCT STANDARD 10'INLET EACH 0 $2,415.00 $0.00 16 6"HMAC PAVEMENT Sy 1694 $15-00 $25,410.00 17 7"CONCRETE CURB WITH 18"GUTTER LF 1220 $12.50 $15,250.00 18 UNCLASSIFIED STREET EXCAVATION Cy 120 $15.00 $1,800.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 99,987.50 SUB-TOTAL S234.465.50 10%CONTINGENCY $23,446.55 TOTAL 5257,912.05 will EB-4-11 1 ��u� EXHIBIT"B-4" CITY OF FORT WORTH, 2004 CIP-Marion Street(Interstate 35W to Jones St.) Engineer's Opinion of Probable Construction Cost CONCRETE PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit aty Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 20 $23.50 $470.00 2 8"WATER PIPE IN PLACE INC. REM/ABAND. EX WATER PIPE LF 600 $24.25 $14,550.00 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.00 $1,550.00 4 CAST/DUCTILE IRON FITTINGS TON 1 $3,000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIO LS 1 51,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 24 5400.00 $9,600.00 7 1"COPPER SERVICE,MAIN TO METER LF 800 $10.00 $8,000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 518.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 33 $10.00 $330.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 24 $150.00 $3,600.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 1 $2,500.00 $2,500.00 14 FIRE HYDRANT BARREL EXTENSION VF 1 $200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 $275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 26 $27.50 $715.00 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINEd LF 600 $1.00 $600.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE 1LF 600 $9.00 $5,400.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT $52,320.00 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 150 $30.00 $4,500.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 522. $80.00 $41,760.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 0 $425.00 $0.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 24 $600.00 $14,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 24 $230.00 $5,520.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 4 $2,200.00 $8,800.00 7 WATERTIGHT MANHOLE INSERT EACH 4 $150.00 $600.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 4 $110.00 $440.00 9 REMOVE EXISTING SS MANHOLE EACH 3'. $650.00 $1,950.00 10 POST CONSTRUCTION TV INSPECTION LF 672 $1.50 $1,008.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 150 $1.00 $150.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 150 $9.00 $1,350.00 13 SOD SURFACE RESTORATION I LF 240 $7.00 $1,680.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT S82,158.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE CY 50 $12.00 $600.00 4 6"STABILIZED SUBGRADE SY 2033 $2.00 $4.066.00 5 LIMEICEMENT FOR STABILIZED SUBGRADE TON 28 $115.00 $3.220,00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 7600 $1.50 $11,400.00 7 REMOVE EXISTING CURB AND GUTTER LF 12201 $2.50 $3,050.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 241 $35.00 $840.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 2 $250.00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350.00 $0.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 0 $15.00 $0.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 4880 $3-00 $14,640.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 27201 $5.00 $13,600.00 15 CONSTRUCT STANDARD 10'INLET EACH 0 $2,415.00 $0.00 16 6"REINFORCED CONCRETE PAVEMENT SY 19661 $23.00 $45,218.00 17 7"INTEGRAL CONCRETE CURB LF 12201 $3.00 $3,660,00 18 SILICONE JOINT SEALANT LF 2250 $1.50 $3,375.00 19 7"CONCRETE CURB WITH 18"GUTTER LF 100 $20.00 $2,000.00 20 UNCLASSIFIED STREET EXCAVATION CY 120 $15.00 $1,800.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 111,069.00 SUB-TOTAL $245.547.00 10%CONTINGENCY S24,554.70 TOTAL $270,101.70 EB-4-12 EXHIBIT"B-4" CITY OF FORT WORTH,2004 CIP- E. Robert Street(Interstate 35W to Jones Street) Engineer's Opinion of Probable Construction Cost ASPHALT PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit 0 Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 20 $23.50 $470.00 2 8"WATER PIPE IN PLACE INC.REM/ABAND. EX WATER PIPE LF 600 $24.25 $14,550.00 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.00 $1,550.00 4 CAST/DUCTILE IRON FITTINGS TON 1 $3,000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTICI LS 1 $1,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 24 $400.00 59,600.00 7 1"COPPER SERVICE MAIN TO METER LF 800 $10.00 58,000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 $18.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 33 $10.00 $330.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 24 5150.00 $3,600.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 1 $2,500.00 $2,500.00 14 FIRE HYDRANT BARREL EXTENSION VF 1 $200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 $275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 26 $27.50 $715.00 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINEE LF 600 $1.00 $600.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6" FLEX BASE LF 600 $9.00 $5,400.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT $52,320.00 UNIT 1-SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 0 $30.00 $0.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 568 $80.00 $45,440.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 0 $425.00 $0.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 24 $600.00 $14,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 24 $230.00 $5,520.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 3 $2,200.00 $6,600.00 7 WATERTIGHT MANHOLE INSERT EACH 3 $150.00 $450.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 3 $110.00 $330.00 9 REMOVE EXISTING SS MANHOLE EACH 2 $650.00 $1,300.00 10 POST CONSTRUCTION TV INSPECTION LF 568 $1.50 $852.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 0 $1.00 $0.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 0 59.00 $0.00 13 SOD SURFACE RESTORATION LF 240 $7.00 $1,680.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $76,572.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1,000.00 3 BORROW IN PLACE Cy 50 $12.00 $600.00 4 8"STABILIZED SUBGRADE Sy 2033 $2.50 $5,082,50 5 LIME/CEMENT FOR CEMENT STABILIZED SUBGRADE TON 41 $115.00 $4,715.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 7600 $1.50 $11,400.00 7 REMOVE EXISTING CURB AND GUTTER LF 1220 $2.50 $3,050.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 24 $35.00 $840.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 2 $250.00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350.00 50.00 12 6"ASPHALT TRANSITION-TYPE"D" Sy 0 $15.00 $0.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 4980 $3.00 $14,940.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 2620 $5.00 $13,100.00 15 CONSTRUCT STANDARD 10'INLET EACH 0 $2,415.00 $0.00 16 6"HMAC PAVEMENT Sy 1694 $15.00 $25,410.00 17 7"CONCRETE CURB WITH 18"GUTTER LF 1220 $12-50 $15,250.00 18 UNCLASSIFIED STREET EXCAVATION Cy 120 $15.00 $1.800.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 99,787.50 SUB-TOTAL $228,679.50 10%CONTINGENCY $22,867.95 TOTAL 5251,547.45 EB-4-13 EXHIBIT"B-4" CITY OF FORT WORTH,2004 CIP- E. Robert Street(Interstate 35W to Jones Street) Engineer's Opinion of Probable Construction Cost CONCRETE PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit 0 Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 20 $23.50 $470.00 2 8"WATER PIPE IN PLACE INC. REWABAND.EX WATER PIPE LF 600 $24.25 $14,550.00 3 8"MJ GATE VALVE WITH BOX AND LID EACH 2 $775.00 $1,550.00 4 CAST/DUCTILE IRON FITTINGS TON 1 $3.000.00 $3,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIOI LS 1 $1,000.00 $1,000.00 6 1"SERVICE TAP TO MAIN EACH 24 $400.00 59,600.00 7 1"COPPER SERVICE MAIN TO METER LF 800 $10.00 $8,000.00 8 2"SERVICE TAP TO MAIN EACH 0 $450.00 $0.00 9 2"COPPER SERVICE MAIN TO METER LF 10 $18.00 $180.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 33 $10.00 $330.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 2 $175.00 $350.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 24 $150.00 $3,600.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY T-6"BURY DEPTH EACH 1 $2,500.00 $2,500.00 14 FIRE HYDRANT BARREL EXTENSION VF 1 $200.00 $200.00 15 REMOVE EXISTING FIRE HYDRANT EACH 1 $275.00 $275.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 26 $27.50 $715.00 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINEE LF 600 $1.00 $600.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 600 $9.00 $5,400.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT $52,320.00 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 0 $30.00 $0.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 568 $80.00 $45.440.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 0 $425.00 $0.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 24 $600.00 $14,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 24 $230.00 $5,520.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 3 $2,200.00 $6,600.00 7 WATERTIGHT MANHOLE INSERT EACH 3 $150.00 $450.00 8 VACUUM TEST SANITARY SEWER MANHOLE EACH 3 $110.00 $330.00 9 REMOVE EXISTING SS MANHOLE EACH 2 $650.00 $1,300.00 10 POST CONSTRUCTION TV INSPECTION LF 568 $1.50 $852.00 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 0 $1.00 $0.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 0 $9.00 $0.00 13 SOD SURFACE RESTORATION 1 LF 240 $7.00 $1,680.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT 576,572.00 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 2 $300.00 $600.00 2 UTILITY ADJUSTMENTS LS 1 $1,000.00 $1.000.00 3 BORROW IN PLACE CY 50 '$12.00 $600.00 4 6"STABILIZED SUBGRADE SY 2033 $2.00 $4,066.00 5 LIME/CEMENT FOR STABILIZED SUBGRADE TON 28 $115.00 $3,220.00 6 REMOVE EXISTING CONCRETE DRWY,SIDEWALKS ETC. SF 7600 $1.50 $11,400.00 7 REMOVE EXISTING CURB AND GUTTER LF 12201 $2.50 $3,050.00 8 6"SUBDRAIN LF 100 $15.00 $1,500.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 24 $35.00 $840.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 21 5250.00 $500.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 0 $350.00 $0.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 40 $15.00 $600.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 49801 $3.00 $14,940.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 2620 $5.00 $13,100.04 15 CONSTRUCT STANDARD 10'INLET EACH 0 $2,415.00 $0.00 16 6"REINFORCED CONCRETE PAVEMENT SY 1966 $23.00 $45,218.00 17 7"INTEGRAL CONCRETE CURB LF 1220 $3.00 $3.660.00 18 SILICONE JOINT SEALANT LF 2250 $1.50 $3,375.00 19 7"CONCRETE CURB WITH 18"GUTTER LF 100 $20.0052.000.00 20 JUNCLASS11FIED STREET EXCAVATION CY 120 $15.00 $1.800.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 111,469.00 SUB-TOTAL 5240,361.00 10%CONTINGENCY $24,036-10 TOTAL $264;397.10 EB-4-14 EXHIBIT"B-4" CITY OF FORT WORTH,2004 CIP-Contract 12 Engineer's Opinion of Probable Construction Cost SUMMARY FOR ASPHALT PAVEMENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit O Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 80 $23.50 $1,880.00 2 8"WATER PIPE IN PLACE INC.REM/ABAND.EX WATER PIPE LF 4985 $24.25 $120,886.25 3 8"MJ GATE VALVE WITH BOX AND LID EACH 11 $775.00 $8,525.00 4 CAST/DUCTILE IRON FITTINGS TON 7 $3,000.00 $21,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIOI LS 6 $1,000.00 $6,000.00 6 1"SERVICE TAP TO MAIN EACH 111 $400.00 $44,400.00 7 1"COPPER SERVICE MAIN TO METER LF 3240 $10.00 $32.400.00 8 2"SERVICE TAP TO MAIN EACH 2 $450.00 $900.00 9 2"COPPER SERVICE,MAIN TO METER LF 90 $18.00 $1,620.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 248 $10.00 $2,480A0 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 14 $175.00 $2,450.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 95 $150.00 $14,250.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY T-6"BURY DEPTH EACH 4 $2,500.00 $10,000.00 14 FIRE HYDRANT BARREL EXTENSION VF 4 $200.00 $800.00 15 REMOVE EXISTING FIRE HYDRANT EACH 4 $275.00 $1,100.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 189 $27.50 $5,197.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINEE LF 4985 $1.00 $4,985.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6" FLEX BASE LF 4985 $9.00 $44,865.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT $323,738.75 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 1297 $30.00 $38,910.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 2258 $80.00 $180,640.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 21 $425.00 $8,925.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEME EACH 69 $600.00 $41,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 90 $230.00 $20,700.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 21 $2,200.00 $46,200.00 7 WATERTIGHT MANHOLE INSERT EACH 21 $150.00 $3,150.00 8 IVACUUM TEST SANITARY SEWER MANHOLE EACH 21 $110.00 $2,310.00 9 IREMOVE EXISTING SS MANHOLE EACH 13 $650.00 $8,450.00 10 POST CONSTRUCTION TV INSPECTION LF 35551 $1.50 $5,332.50 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 1297 $1.00 $1,297.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6" FLEX BASE LF 882 $9.00 $7,938.00 13 SOD SURFACE RESTORATION LF 830 $7.00 $5,810.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $371,062.50 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 12 $300.00 $3,600.00 2 UTILITY ADJUSTMENTS LS 6 $1,000.00 $6,000.00 3 BORROW IN PLACE CY 425 $12,00 $5,100.00 4 8"STABILIZED SUBGRADE SY 17232 $2.50 $43,080.00 5 LIMEICEMENT FOR CEMENT STABILIZED SUBGRADE TON 346 $115.00 539,790.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 33812 $1.50 $50,718.00 7 REMOVE EXISTING CURB AND GUTTER LF 9440 $2.50 $23,600.00 8 6"SUBDRAIN LF 600 $15.00 $9,000.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 121 $35.00 $4,235.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 16 $250.00 $4,000.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 9 $350.00 $3,150.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 307 $15.00 $4,605.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 19700 $3.00 559,100.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 141121 $5.00 $70,560.00 15 CONSTRUCT STANDARD 10'INLET EACH 5 $2.415.00 $12,075.00 16 6"HMAC PAVEMENT SY 14362 $15.00 $215,430.00 17 7"CONCRETE CURB WITH 18"GUTTER LF 10240 $12.50 $128,000.00 18 UNCLASSIFIED STREET EXCAVATION CY 1015 $15.00 $15.225.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 697,268.00 SUB-TOTAL $1.392,069.25 10%CONTINGENCY $139,206.93 TOTAL $1,531,276.18 EB•4-15 EXHIBIT"B-4" CITY OF FORT WORTH, 2004 CIP-Contract 12 Engineer's Opinion of Probable Construction Cost SUMMARY FOR CONCRETE PAVENENT ENGINEER'S ESTIMATE Item Unit No. Description of Items Unit Cfty Price Total UNIT 1 -WATER LINE REPLACEMENT 1 6"PVC WATER PIPE IN PLACE FIRE HYDRANT LEAD LF 80 $23.50 $1,880.00 2 8"WATER PIPE IN PLACE INC.REM/ABAND. EX WATER PIPE LF 49851 $24.25 5120,886.25 3 8"MJ GATE VALVE WITH BOX AND LID EACH 11 $775.00 $8,525.00 4 CAST/DUCTILE IRON FITTINGS TON 71 $3.000.00 $21,000.00 5 FURNISH AND LAY 2"PIPE AND FITTINGS FOR TEMP.SERVICE CONNECTIO LS 6 $1,000.00 $6,000.00 6 1"SERVICE TAP TO MAIN EACH 111 $400.00 $44,400.00 7 1"COPPER SERVICE MAIN TO METER LF 3240 $10.00 $32,400.00 8 2"SERVICE TAP TO MAIN EACH 2 $450.00 $900.00 9 2"COPPER SERVICE MAIN TO METER LF 90 $18.00 $1,620.00 10 3/4"COPPER SERVICE LINE BEYOND METER LF 248 510.00 $2,480.00 11 RELOCATE EXISTING WATER METER AND METER BOX EACH 14 $175.00 $2,450.00 12 FURNISH AND INSTALL CLASS A WATER METER BOX EACH 95 $150.00 $14,250.00 13 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY 3'-6"BURY DEPTH EACH 4 $2,500.00 $10,000.00 14 FIRE HYDRANT BARREL EXTENSION VF 4 $200.00 $800.00 15 REMOVE EXISTING FIRE HYDRANT EACH 4 $275.00 $1,100.00 16 CONCRETE ENCASEMENT AS DIRECTED BY ENGINEER LF 189 $27.50 $5.197.50 17 TRENCH SAFETY SYSTEM FOR TRENCH OVER 5'AS DIRECTED BY ENGINEE LF 4985 $1.00 ",x4,985.00 18 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 4985 $9.00 $44,865.00 SUB-TOTAL UNIT 1 -WATER LINE REPLACEMENT T $323,738.75 UNIT 1 -SEWER LINE REPLACEMENT 1 8"PVC SEWER PIPE SDR 35 ALL DEPTHS LF 1297 $30.00 $38,910.00 2 8"HDPE SEWER PIPE INSTALLED BY PIPE ENLARGEMENT SYSTEM LF 2258 $80.00 $180,640.00 3 4"SERVICE CONNECTION TO PVC PIPE INSTALLED BY OPEN CUT EACH 21 $425.00 $8,925.00 4 4"SERVICE CONNECTION ON HDPE PIPE INSTALLED BY PIPE ENLARGEMEN EACH 69 $600.00 $41,400.00 5 2-WAY SEWER SERVICE CLEAN OUT AT PROP.LINE EACH 90 $230.00 $20,700.00 6 STANDARD 48"DIA.SANITARY SEWER MANHOLE 0'-6' EACH 21 $2,200.00 $46,200.00 7 WATERTIGHT MANHOLE INSERT EACH 21 $150.00 $3,150.00 8 IVACUUM TEST SANITARY SEWER MANHOLE EACH 21 $110.00 $2,310.00 9 IREMOVE EXISTING SS MANHOLE EACH 13 $650.40 $8.450.00 10 POST CONSTRUCTION TV INSPECTION LF 3555 $1.50 $5,332.50 11 TRENCH SAFETY SYSTEMS OVER 5'DEEP LF 1297 $1.00 $1,297.00 12 TEMP.ASPHALT PAVEMENT REPAIR 2"HMAC ON 6"FLEX BASE LF 882 $9.00 $7,938.00 13 SOD SURFACE RESTORATION LF 830 $7.00 $5,810.00 SUB-TOTAL UNIT 1 -SEWER LINE REPLACEMENT $371,062.50 UNIT 2-PAVING AND DRAIN.BASE BID 1 PROJECT DESIGNATION SIGN EA 12 $300.00 $3,600.00 2 UTILITY ADJUSTMENTS LS 6 $1,000.00 $6,000.00 3 BORROW IN PLACE Cy 425 $12.00 $5,100.00 4 6"STABILIZED SUBGRADE SY 17232 $2.00 $34,464,00 5 LIME/CEMENT FOR STABILIZED SUBGRADE TON 241 . $115.00 $27,715.00 6 REMOVE EXISTING CONCRETE DRWY SIDEWALKS ETC. SF 33812 $1.50 $50,718.00 7 REMOVE EXISTING CURB AND GUTTER LF 94401 $2.50 $23,600.00 8 6"SUBDRAIN LF 600 $15.00 $9,000.00 9 WATER METER BOX ADJUSTMENT TO PROPOSED GRADE EACH 121 . $35.00 $4,235.00 10 WATER VALVE ADJUSTMENT TO PROPOSED GRADE EACH 16. $250.00 $4,000.00 11 MANHOLE ADJUSTMENT TO PROPOSED GRADE EACH 9 $350.00 $3,150.00 12 6"ASPHALT TRANSITION-TYPE"D" SY 347 $15.00 $5,205.00 13 4"REINFORCED CONCRETE LEADWALK AND SIDEWALK SF 19700 $3.00 $59,100.00 14 6"REINFORCED CONCRETE DRIVEWAY SF 14112 $5.00 $70,560.00 15 CONSTRUCT STANDARD 10'INLET EACH 5 $2,415.00 $12,075.00 16 6"REINFORCED CONCRETE PAVEMENT SY 166601 $23.00 $383,180.00 17 7"INTEGRAL CONCRETE CURB LF 10240 $3.00 $30,720.00 18 SILICONE JOINT SEALANT LF 15300 $1.50 $22,950.00 19 7"CONCRETE CURB WITH 18"GUTTER LF 600 $20.00 $12,000,00 20 UNCLASSIFIED STREET EXCAVATION Cy 1015 $15.00 $15.225.00 SUB-TOTAL UNIT 2-PAVING&DRAINAGE 782,597.00 SUB-TOTAL $1,477,398.25 10%CONTINGENCY $147,739-83 TOTAL 51,625,138.08 EB-4-16 ��6' G � �'- ATTACHMENT "C" AMMENDMENT TO THE STANDARD AGREEMENT 2004 CAPITAL IMPROVEMENTS PROJECTS — Contract 12 1. Section IV, Paragraph G of the Standard Form of Agreement does not apply to this contract. 2. Section IV, Paragraph N of the Standard Form of Agreement does not apply to this contract. 3. The following paragraphs from Attachment "A", Phase 5 do not apply to this contract: a. Paragraph 22) SITE VISITS b. Paragraph 23) SHOP DRAWING REVIEW c. Paragraph 24) INSTRUCTIONS TO CONTRACTOR d. Paragraph 26) RECORD DRAWINGS EC1-1 .. c `m � o C) C7 O a z N c LLL m J m p > F= ❑ a� m a o d o z c z U �t O m (D J O O ` N C, U) j F_ U) Q 7 � Q 3 c � o N c � m Qc O Q toLLJ H U O m co M cm r r N N r r ![� CD O r r r eN- CO co G C r - O N CD (� r O LO io .o N r d W � � � to U) d p Z Z W76 I=— 5; LLI W cn o Q I O > N N LL. O CD LL m V o Lu � m v v v # d m ❑ 0 0 0 0 0 0 0 0 0 0 0 o o � o O �. 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CITY MAP 2072-388 / MAPSCO PG.79 -E,J • CONSULTING ENGINEERS COUNCIL DISTRICT 8 E-/ N \M siuu 'u J-6080 0 9 0 Mo I F, R 2 10 _16.200-4 �15 4 ,' - 6.1?, 7 c 17 '5 ) : s . 13 'R RICE 1 11 LN 1 14 75 ATS N 4 14-33L U-222 7 ;G 101. Q, 'R 5R z 6" 7 4 13 r 7P B I IR?4" R - E 2 4 3 18 6 E 13 19R I 17 11 QR D I . 3 4 9R 1-RC-1 .2 1 10 6., 1:*. -400' A BNETT. 6 L_64 j7 4j7 BARNE rT AR 3.08 6 - I 22.38E • ip 3.93 33. A a 5165 2C 25B 24 'R 29P 2 2R 3-1 05 6 7 2RF 1.49 126-24 303 1. . 31 L 9 1 - : 4RA 30 2 1, - 5 22 29 In 4 I 6 2, N 580D 5 :3 L0 5 M- 26 28 5 1 3PF E 6RC 3 > 7 7 20 68 1.53 1. 6 23F, 7RD 27 6 7 5.11 6C 7 7-22E- BRE 16 sp, ST. 8 8 .9— — 4-96JEE 78 22R 18 25 1-91E 13 9 9 27p cn IORF �4 7 6 14—(Y) 9 4 10 687 BB .07. 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F-07 6"17 4 7 3 10 7 a 9 6" - 9 (- 9 . la Q) 17-j 13+R12P 1 10 0 .1 4 13 19 19 a J 11R H 10-29 i3 LI '_ 9 1 4 20 CC 17 9 F=n — 8" 6" 7 r —7 76 6.00 5� 8" 104.88 17 5 14 3 21 !38 126 FR?URI�GTjb Na 24E AV�. 6 PVT I 21 4 1 23 3 Z pl) I I . 7 SA 88�j 161 3 24 107-75 0 32 •'7 �8!7 Aa 1 A9325 3 7A -GREEN9 5• 7 d 3 2 ST. . 3- E 26 io 2-54 6 fo� 78 7C a 8 ego 6 7 a 1 AI4 BA 91��., , I - = [�I}PEA ' to 3 1.,L i eac 3b L 51 L Np it ATTACHMENT E ITARY SEWER LOCATION MAPS REHABIUTATION WATERLINE REPLACEMENT FORT WORTH 2004 CAPITAL IMPROVEMENTS PROGRAM Rp PAVEMENT IMPROVEMENT A CITY OF FORT WORTH,TEXAS SAN JOSE DRAIE (YEADOWBROOK TO JEWELL) RJN GROUP,INC. CITY MAP 0 2078-392 / mAPSCO PG.79 -C,G CONSULTING ENGINEERS COUNCIL DISTRICT 8 E-3 J ti 11.71 ' L-7584 •82 \�/ 4 I '12 16. 6a � , TR Iii I' ,� � I , / ts" 1''400' 1 — - 8.1a L-s•'vc7584 10- 0 3 4� , IE c I I I I n �CR 353 t 12.58 I / � f I TO.IC I I I 0 ?I __ I 24 2a � rRK I ! VE. 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DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for DOE Project No. 4578. DOE Project No. 4578 consists of pavement reconstruction for Griggs Avenue (Panola Avenue to South Dead End), Martha Lane (Montclair Drive to Junius Street), Martha Lane (Junius Street to Queen Court), San Jose Drive (Meadowbrook Drive to Jewell Avenue), View Street (Barron Street to 3312 View Street), Marion Avenue (South Jones Street to South Freeway), and East Robert Street (South Jones Street to South Freeway). The engineering agreement is for the preparation of plans and specifications for pavement reconstruction and water and sanitary sewer main replacement for the above identified streets. RJN Group, Inc. proposes to perform the necessary design work for a lump sum fee of $145,571.65. City staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $25,600 (water: $7,141; sewer: $8,162; and streets: $10,297) is required for project management by the Engineering Department. RJN Group, Inc. is in compliance with the City's M/WBE Ordinance by committing to 23% M/WBE participation. The City's goal on the project is 23%. This project is located in COUNCIL DISTRICT 8. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Water and Sewer Capital Project Funds and the Street Improvements Fund. TO Fund/Account/C enters FROM Fund/Account/Centers P264 531200-608170002531, $7,859.20 P264 531200 608170002532 $15,718.41 P264 531200 608170002533 $2619.73 P264 531200 608170002551 $4,270.37 P274 531200 7081.70002531 $8,788.27 Logname: 30CfPGRIGGS Page 1 of 2 P274 531200 708170002532 $17,576.54 P274 531240.708170002533 $2,929.42 P274 531200 708170002551 $10,598.08 C200 531200 208400002531 $19.043.63 C200 531200 208400002532 $38.087.26 0200 531200 208400002533 $6,347.88 C200 531200 208400002551 $11.732.85 Submitted for City Manager's Office bv: Marc Ott (8476) f Originating Department_Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) Logname: 30CIPGRIGGS Page 2 of 2