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HomeMy WebLinkAboutContract 37717CITY SECRETARY CITY OF FORT WORTH, TEXAS CONTHAC] I\fO STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and Dannenbaum Engineering Corporation, (the "ENGINEER"), for a PROJECT generally described as: Engineering Design Services: 2007 Critical Capital Project, Council District 5 — CD 5A: Project No. 00946, DOE No. 5876; CD 5B: Project No. 00947; DOE No. 5877; CD 5C: Project No. 00950, DOE No. 5878 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 STANDARD ENGINEERING AGREEMENT (REV 10/06/05) ORIGINAL ENGINEER shall have no liability to CITY for delays or damages caused the CITY because of such suspension of services. Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, or as otherwise approved by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 2 of 20 described herein. E. Engineer's Personnel at Construction Site (1) The presence or duties of the ENGINEER'S personnel at a construction site, whether as on -site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The ENGINEER and its personnel have - - no authority to exercise any control over any construction contractororother -- -- 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 STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 3 of 20 conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market conditions; time or quality of performance by third parties; quality, type, management, 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. STANDARD ENGINEERING AGREEMENT (REV 10/06l05) Page 4 of 20 J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give subcon-sultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificates) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $2,000,000 aggregate Automobile Liability $1,000,000 each accident on a combined single limit or $250,000 Property Damage STANDARD ENGINEERING AGREEMENT (REV 10/06l05) Page 5 of 20 $5001000 Bodily Injury per person per occurrence A commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned when said vehicle is used in the course of the PROJECT. Worker's Compensation Coverage A: Statutory limits Coverage B: Employer's Liability $100,000 each accident $500,000 disease - policy limit $100,000 disease - each employee Professional Liability $1,000,000 each claim $2,000,000 aggregate Professional liability shall be written on a claims -made basis and shall contain a retroactive date prior to the date of the contract or the first date of services to be performed, whichever is earlier. Coverage shall be maintained for a period of 5 years following the completion of the contract. An annual certificate of insurance specifically referencing this project shall be submitted to the City for each year following completion of the contract. (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified in this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of forty-five (45) days notice of cancellation or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 6 of 20 Throckmorton, Fort Worth, Texas 76102. (e) Insurers for all policies must be authorized to do business in the State of Texas and have a minimum rating of A: VII in the current A.M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. (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. (j) For all lines of coverage underwritten on a claims -made basis, other than Professional Liability, the retroactive date shall be coincident with or prior to the date of the contractual agreement. The certificate of insurance shall state both the retroactive date and that the coverage is claims. made. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement and all insurance required in this section, with the exception of Professional Liability, shall be written on an occurrence basis. (I) Sub consultants and subcontractors to/of the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When sub consultants/subcontractors maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 7 of 20 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. O. Permitting Authorities -Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the permitting authorities' published design criteria and/or practice standards criteria which are published after the date of this Agreement which the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City -Furnished Data ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 8 of 20 B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's performance of its services and will provide labor and safety equipment as required by the ENGINEER for such access. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights -of -way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER'S studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 9 of 20 hazardous substance, contaminant or asbestos onto the project. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. H. Contractor Claims and Third -Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third -party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third -party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/[nstallation 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 STANDARD ENGINEERING AGREEMENT (REV 10/O6/05) Page 10 of 20 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. MC. Changes The CITY may make or approve changes wn 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 !!I General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The CITY shall own the final designs, drawings, specifications and documents. C. Force jeure 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 11 of 20 (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a.) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b.) Out-of-pocket expenses for purchasing storage containers, microfilm, electronic data files, and other data storage supplies or services; c.) The time requirements for the ENGINEER'S personnel to document the work underway at the time the CITY'S termination for convenience so ' that the work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 12 of 20 H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for indemnification. Parties mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. I. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than $50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment may be entered thereon in any court having jurisdiction, and will not be subject to appeal or modification except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and 11). (2) Any award greater than $50,000, exclusive of attorneys fees, costs and expensesI 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 STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 13 of 20 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 during the term of this AGREEMENT by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its officers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. STANDARD ENGINEERING AGREEMENT (REV 10l06/05) Page 14 of 20 Article wn 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 i - day of O F , 2008. ATTEST: Marty Hendrix City Secretary Contract AuthOrizatiOA I Le b� Datect� APPROZAS TOIFAND LEGALITY Assistant Ci STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 15 of 20 CITY OF FORT WORTH Fernando Costa Assistant City Manager APPf$OVAL RECOMMENDED P.E i Dannenbaum Engineering Corporation ENr=inl��Q By: NAME: Wayne G. Ahrens, P.E. TITLE: Principal ATTACHMENT "A" General Scope of Services "Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall have precedence over the General Scope of Services." GENERAL 1) Preliminary Conference with City The Engineer shall attend preliminary conferences with authorized representatives of the City regarding the scope of project so that the plans and specifications which are to be developed hereunder by the Engineer will result in providing facilities which are economical in design and conform to the City's requirements and budgetary constraints. 2) Coordination with Outside Agencies/Public Entities The Engineer shall coordinate with officials of other outside agencies as may be necessary for the design of the proposed street, and storm drain and/or water and wastewater facili. ties/improvements. It shall be the Engineer's duty hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Geotechnicallnvestigations The Engineer shall advise the City of test borings, and other subsurface investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain any and all agreements and/or permits normally required for a project of this size and type. The Engineer will be responsible for negotiating and coordinating to obtain approval of the agency issuing the agreement and/or permits and will make any revisions necessary to bring the plans into compliance with the requirements of said agency, including but not limited to highways, railroads, water authorities, Corps of Engineers and other utilities. 5) Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 16 of 20 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 wn 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/O5) Page 17 of 20 t 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. 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. STANDARD ENGINEERING AGREEMENT (REV 10/O6/05) Page 18 of 20 10) 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 substitution 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/OS) Page 19 of 20 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 20 of 20 EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: WATER AND/OR SANITARY SEWER IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for water and/or sanitary sewer improvements for the following: 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER & SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLRY VISTA DRIVE (SH 10 TO 100' SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 SUMMARY OF IMPROVEMENTS WATER AND SANITARY SEWER REPLACEMENT WATER SANITARY SEWER STREET COUNCIL Water map Exist Pipe Prop. Pipe Replacement Sewer Map Exist. Pipe Prop. Pipe Replacement NAME DISTRICT No. (In) (In) Length (LF) No. (In) (In) Length (LF) CITY PROJECT No. 00946 Bideker Ave. 5 2066-380 6 8 31390 2066-380 6 8 330 MLK Fwy to E. Dead End Bright St. 5 2066-380 6 8 11350 2066-380 6 8 525 Bent' to Reed Burton Ave. 5 2066-380 6 8 21140 2066-380 12 12 50 Vaughn to Campbell CITY PROJECT No. 00947 Avenue M 5 2072-384 6 8 13440 2072-384 6 8 11230 Miller to Hughes Edgewood Terrace 5 2072-388 2 / 16 8 / 16 1,530 2072-388 6/12 8/12 200 Judy to Hampshire Valley View Dr. 5 2108-416 8 8 150 2108-416 0 0 0 SH 10 to 100' South EAl-1 Rev 11/30/04 G:\1210\0043-97 COEW CIP\Admin\Agreement\0043-97 Exhibit A-l.doc WATER SANITARY SEWER STREET COUNCIL Water map Exist, Pipe Prop. Pipe Replacement Sewer Map Exist. Pipe Prop. Pipe Replacement NAME DISTRICT No. (In) (In) Length (LF) No. (In) (In) Length (LF) CITY PROJECT No. 00950 Capers. 5 2078-384 6 8 735 2078-384 0 0 0 Stalcup to Farrel Osborne Ln. 2078-388 2078-388 5 & 6 8 770 & 0 0 0 Hampshire to 2078-384 2078-384 Old Handle Ransom Ten-. 5 2078-384 6 8 690 2078-384 6 8 435 Maceo to Truman Plant Ave. 2078-388 2078-388 5 & 4 8 1,550 & 6 8 11625 Craig to 2084-388 2084-388 Cravens TOTAL= 13,745 413951 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A —PRE-ENGINEERING 1. Initial Data Collection a. Pre -Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre -design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data EA1-2 Rev 11/30/04 G: \1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-l.doc for existing conditions that may impact the project including; utilities, City Master plans, property ownership as available from the Tax Assessor's office. The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish the Engineer with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the Engineer will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the Engineer shall delay the design of the sewer service line until after the start of construction. The CITY will then direct the Contractor to de -hole the service line at the clean -out location of all buildings or structures so that the Engineer's surveyor can determine the flow line of the sewer service line. The Engineer shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. c. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a progress schedule after the design contract is fully EAl-3 Rev 11/30/04 G:\1210\0043-97 COEW CIP\Admin\Agreement\0043-97 Exhibit A-l. doc 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 a. Surveys for Design ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: Obtain permission for surveying through private properly. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 50' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. Compile base plan from field survey data at 1 "-40' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines, existing utilities, trees, fences, walls, etc., horizontally along rear lot lines in an approximately 20' wide strip. In addition, locate all rear house corners and building corners in backyards. Compile base plan from field survey data at 1" = 40' horizontal and 1" = 4' vertical scale. When conducting design survey at any location on the project, the consultant or its sub -consultant shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identified. b. Engineer will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the CITY Department of Engineering. All EAl-4 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Agin\Agreement\0043-97 Exhibit A-l. doc text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, all drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), or as otherwise approved in writing by the CITY, and all data colleted generated during the course of the project shall become the property of the CITY. The minimum information to be provided in the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control Points. 4. No less than two bench marks plan/profile sheet. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. 7. Obtain the "foot print" of all properties where the sanitary sewer service line is to be relocated or rerouted. EAl-5 Rev 11/30J04 G:\1210\0043-97 COEW CIP\Admin\Agreement\0043-97 Exhibit A-l.doc c. 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. d. Conceptual Engineering Plan Submittal i. Conceptual plans shall be submitted to City 40 days after Notice to Proceed Letter is issued. ii. The ENGINEER shall perform conceptual design of the proposed improvements and furnish four (4) copies of the concept engineering plans which includes layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. ENGINEER shall perform remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan, other pertinent design information and provide a summary of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part B, Paragraph d (ii), ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets on 22" x 34" sheets, which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes etc., related appurtenances and all pertinent information needed EAl-6 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-l.doc to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. c. For sewer lines, pipelines schedule for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, 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. EAl-7 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-l.doc h. Right -of --Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open -cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on_ available information and recommendations will be made for approval by the City. i. 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 plans and specifications shall be submitted to City 50 after approval of Part B, Paragraph iii (b). ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) sets of specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Notes/Legand Easement layout (if applicable) Abandonment Plan & Profile Sheets Standard Construction Details Special Details (If applicable) EA1-8 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Adxain\Agreement\0043-97 Exhibit A-l.doc The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary, plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. I. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. 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. n. Storm Water Pollution Prevention Plan (SWPPP) For projects that disturb an area greater than one (1) acre, ENGINEER will prepare the Storm Water Pollution Prevention Plan (SWPPP) required for the project for use by the Contractor during construction. Engineer will prepare drawings and details for proposed SWPPP improvement that the Contractor must use during construction. Contractor shall be responsible for filing the SWPPP with appropriate regulatory agencies. o. Traffic Control Plan The ENGINEER may utilize standard traffic reroute configurations posted as "Typicals" on the City's Buzzsaw website. The typicals need not be sealed individually if included in the sealed contract documents. In the event that the "typicals" Inc described above) cannot be utilized on the project, the ENGINEER shall prepare a signed and sealed Traffic Control Plan for rMew and approval by the Traffic Division of the Transportation and Public Works Department. EAl-9 Rev 11/30/04 G:\1210\0043-97 COFF7 CIP\Admin\Agreement\0043-97 Exhibit A-l.doc 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 40 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. c. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Water and sanitary sewer plans shall be submitted as one set of plans. Water and sanitary sewer plans shall be separate from paving and drainage plans. All sheets shall be standard size (22" x 34") with all project numbers (Water/Sanitary Sewer and TPW) prominently displayed. 2. For projects where paving/grating/drainage improvements occur on a Water Department funded project with no T&PW funding involved, a separate set of mylars with cover sheet shall be submitted for TPW. 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the Water plan set and a separate PDF file for the TPW plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: EAl-10 Rev 11/30/04 G: \1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-l.doc 1. Water and Sewer file name example — "X- 35667_org36.pdf" where "X-35667" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_org18.pdf II. TPW file name example — "W-1956_org47.pdf' where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf Both PDF files shall be submitted on one (1) Compact Disk, which will become property of and remain with the City of Fort Worth. Floppy disks, zip disks, e-mail flash media will not be accepted. 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number (817) 392-8426. File numbers will not be issued to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. EAl-11 Rev 11/30/04 G:\1210\0043-97 COEW CIP\Admin\Agreement\0043-97 Exhibit A-l. doc PART C - PRE -CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre -bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. c. Assistance During Construction The ENGINEER shall attend the pre -construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. EAl-12 Rev 11/30/04 G: \1210\0043-97 COFW CIP\Admin\Agreement\0043-97 E�chibit A-l.doc EXHIBIT "A-2" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS The following is a clarcation of the tasks that the ENGINEER will perform under ATTACHMENT 'A". Work under this attachment includes engineering services for paving and/or storm drain improvements for the following: 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER & SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLEY VISTA DRIVE (SH 10 TO 100' SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN) AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 SUMMARY OF IMPROVEMENTS STREET RECONSTRUCTION PAVEMENT STORM DRAIN 6" Lime 6" Reinforced 7" Internal 6" Reinforced STREET COUNCIL Stabilized Concrete Curb Concrete RCP RCP Box Culvert CURB NAME DISTRICT Subgrade Pavement (LF) Driveway (LF) (LF) (LF) INLET S S Approach SF EA CITY PROJECT No. 00946 Bideker Ave. 5 121540 11,780 61840 15,340 0 0 0 0 MLK Fwy to E. Dead End Bright St. 5 41800 45510 21620 51200 0 0 0 0 Berry to Reed Burton Ave. 5 7,810 71340 4,260 91620 0 0 0 0 Vaughn to Campbell CITY PROJECT No. 00947 Avenue M 5 47990 4,680 27720 31640 0 0 0 0 Miller to Hughes Edgewood Terrace 5 2,440 2,290 11330 21080 0 0 0 0 Judy to Hampshire Valley View, 5 550 517 300 260 0 0 0 0 SH 10 to 100' South FA7-1 Rev 11/30/04 G:\1210\0093-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc PAVEMENT STORM DRAIN 6" Lime 6" Reinforced 7" Internal 6" Reinforced STREET COUNCIL Stabilized Concrete Curb Concrete RCP RCP Box Culvert CURB NAME DISTRICT Subgrade Pavement (LF) Driveway (LF) (LF) (LF) INLET S S Approach SF EA CITY PROJECT No. 00950 Capers. 5 21440 2,290 1,330 21860 0 0 0 0 Stalcup to Farrel Osborne Ln. 5 3,700 31480 21020 35120 0 0 0 0 Hampshire to Old Handle Ransom Terr. 5 21380 21240 15300 1,820 0 0 0 0 Maceo to Truman Plant Ave. 5 51280 45960 2,880 3,900 0 0 0 0 Craig to Cravens TOTAL = 46,930 44,087 241430 47,840 0 0 0 0 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. EA2-2 Rev 11/30/04 G:\1210\0093-97 COE'W CIP\Admin\Agreement\0093-97 Exhibit A-2.doc 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. c. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a project schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering a. Surveys for Design i. 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. EA2-3 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0093-97 Exhibit A-2.doc ii. ENGINEER will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF) format (currently Release 12), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. The minimum survey information to be provided on the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing. City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 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 bench marks, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. EA2-4 Rev 11/30/04 G:\1210\0093-97 COFW CIP\Admin\Agreement\0093-97 Exhibit A-2.doc b. 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. c. Drainage Computations ENGINEER will review and document the storm water watershed drainage runoff area and existing street, rigWof-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. d. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 40 days after Notice to Proceed Letter is issued. b. The ENGINEER shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary rigWof--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. EA2-5 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc 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" x 341$ 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-of-way lines shall be shown. Existing found property corners (e.g. Iron pins) , along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm drain mains and leads shall be provided. d. Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. EA2-6 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc 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, p.i.'s of intersecting streets, (minimum distance of 100' along cross -street at each P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be 1" = 10' horizontal and 1" = 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". EA2-7 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc k. Utility Clearance Phase The ENGINEER will consult with the Citys Transportation and Publci Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. I. Preliminary Construction Plan Submittal i. Preliminary construction plans and specifications shalt be submitted to CITY 50 days after approval of Part B, Paragraph iv. ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. Preliminary estimate shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical solutions to be pursued. EA2-8 Rev 11/30/0Q G:\1210\0043-97 COFW CIP\Admin\Agreement\0093-97 Exhibit A-2.doc m. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. n. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. o. Storm Water Pollution Prevention Plan (SWPPP) For projects that disturb an area greater than one (1) acre, ENGINEER will prepare the Storm Water Pollution Prevention Plan (SWPPP) required for the project for use by the Contractor during construction. Engineer will prepare drawings and details for proposed SWPPP improvement that the Contractor must use during construction. Contractor shall be responsible for filing the SWPPP with appropriate regulatory agencies. p. Traffic Control Plan The ENGINEER may utilize standard traffic reroute configurations posted as " I ypicals" on the City's Buzzsaw website. The typicals need not be sealed individually if included in the sealed contract documents. In the event that the "typicals" (as described above) cannot be utilized on the project, the ENGINEER shall prepare a signed and sealed Traffic Control Plan for review and approval by the Traffic Division of the Transportation and Public Works Department. EA2-9 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 40 days after approval of Part B, Paragraph 2 (b). Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. c. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Street and storm drain plans shall be submitted as one set of plans. Street and storm drain plans shall be separate from water and sanitary sewer plans. All sheets shall be standard size (22" x 34") with all project numbers (TPW and water/sanitary sewer) prominently displayed. 2. For projects where water/sanitary sewer improvements occur on a TPW Department funded project with no Water funding involved, a separate set of mylars with cover sheet shall be submitted for Water Department. 3. Signed plans sets shalt also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the TPW plan set and a separate PDF file for the Water plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: EA2-10 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc 1. TPW file name example — "W-1956_org47.pdF where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf II. Water and Sewer file name example — "X- 35667_org36.pdf' where "X-35667" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_org18.pdf Both PDF files shall be submitted on one (1) Compact Disk, which will become property of and remain with the City of Fort Worth. Floppy disks, zip disks, e-mail flash media will not be accepted. 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number (817) 392-8426. File numbers will not be issued to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C -PRE-CONSTRUCTION ASSISTANCE Administration a. Bid Documents Submittal The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. EA2-11 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc 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 aA accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. c. Assistance During Construction The ENGINEER shall attend the pre -construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. EA2-12 Rev 11/30/04 G:\1210\0043-97 COFW CIP\Admin\Agreement\0043-97 Exhibit A-2.doc ATTACHMENT COMPENSATION AND SCHEDULE 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLEY VISTA DRIVE (SH 10 TO 100' SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 I. Compensation: A. The Engineer shall be compensated a total lump sum fee of $ 451,313.00 as summarized in Exhibit "B-3B". Payment of the total lump sum fee shall be considered full compensation for the services described in Exhibit "A4" and Exhibit "A-2" for all labor materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid monthly as described in Exhibit "B-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: A. Phases 1 and 2 shall be completed 180 days after the "Notice to Proceed" letter is issued. The Scope of Services is outlined in Attachment "A", Exhibit "A-1" and Exhibit "A-2". III. Project Lane Mile: " A. The lane mileage for this project is summarized as follows: • Bideker Avenue1.51 Lane Miles • Bright Street = 1,310 LF = 0.57 Lane Miles • Burton Avenue = 2,130 LF = 0.94 Lane Miles • Avenue M = 1,360 LF = 0.60 Lane Miles • Edgewood Terrace Street = 665 LF = 0.29 Lane Miles • Valley Vista Drive = 100 LF = 0.05 Lane Miles • Caspers Avenue = 665 LF = 0.29 Lane Miles • Osborne Lane = 13010 LF = 0.47 Lane Miles • Ransom Terrace = 650 LF = 0.28 Lane Miles • Plant Avenue = 15440 LF = 0.64 Lane Miles • TOTAL=12,800 LF = 5.66 Lane Miles EXHIBIT "1:5-1" (SUPPLEMENTAL TO ATTACHMENT B) METHOD OF PAYMENT 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLEY VIEW DRIVE (SH 10 TO 100' SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 I. Method of Payment Partial payment 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 proj ect. 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 30 percent of the total lump sum fee. Until satisfactory completion of Exhibits "A-1" and "A-2", Preliminary Construction Plan submittal to City, a sum not to exceed 60 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. II. Progress Reports A. The Engineer shall submit to the designated representative of Director of Department of Engineering monthly progress reports covering all phases of design by the 15"' 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 construction cost estimate of $ 4,812,400.00 (as estimated on Exhibit 13 4) will be exceeded, whether by change in the scope of the project, increased costs or other conditions, the Engineer shall immediately report such fact to the City's Director of the Department of Engineering and, if so instructed by Director of the Engineering Department, shall suspend all work hereunder. EXHIBIT 1>-2 (SUPPLEMENT TO ATTACHMENT B) HOURLY RATE SCHEDULE 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLEY VISTA DRIVE (SH 10 TO 1005 SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 Employee Classification Rate/Hour Principal $258.00 Project Manager/Planner $175.00 Senior Engineer/QA-QC $1�5.00 RPLS $100.00 Project Engineer $120.00 Design Tech. $90.00 CADD Tech. $ 65.00 Clerical $ 64.50 2-Man Survey Crew $100.00 3-Man Survey Crew $120.00 4-Man Survey Crew $150.00 Reimbursables Cost + 10% Mileage $0.585 Per Mile Reproduction work will be at current commercial rates. Subcontractors will be paid for at actual invoice cost plus ten percent (10%). EXHIBIT "B-3A" SUMMARY OF TOTAL PROJECT FEES 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLEY VISTA DRIVE (SH 10 TO 100' SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 Exhibit Exhibit Scone of Services Total Fee M/WBE A-1 Design Pavement Improvements A-2 Sanitary Sewer Design A-2 Water Design TOTAL $ 293,956.00 $ 80,890.00 $ 39,527.00 $ 8,973.00 $ 117,476.00 $ 26,777.00 $ 451,313.00 116,640.00 27.5 22.7 22.7 25.8 CITY M/WBE GOAL = 24% of Proposed M/WBE Sub -Consultants Services Fees Total Fee ANA Consultants, LLC ANA Consultants, LLC ANA Consultants, LLC STL Engineers TOTAL Field Survey It 65000.00 14.4 , Traffic Control It 11,200.00 2.5 SW3P It 6,500.00 1.4 Geotechnical $ 33,940.00 7.5 Proposed Non-M/WBE Sub -Consultants None 116 ,640.00 25.8 A 0 Juiu�_. 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLEY VISTA DRIVE (SH 10 TO 100' SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMTSIHRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 ***WATER AND SANITARY SEWER*** OPINION OF PROBABLE CONSTRUCTION COSTS PERCENTAGE WATER CONSTRUCTION = PERCENTAGE SEWER CONSTRUCTION = CURVE "A" 6.5% X 0.85 = 5.525% ENGINEERING DESIGN (DEC) DESIGN SURVEY (13,000 LF @ $2.50/1,F) (ANA) EROSION CONTROL PLANS & SW3P (ANA) REPRODUCTION MYLAR PRODUCTION PDF PREPARATION ADDITIONAL SERVICES TOTAL WATER AND SEWER FEE WATER FEE _ 10%FOR SUB TOTAL FEE $ 117,830.00 ***PAVING AND STORM DRAINAGE*** CURVE "A" 6.5% X 0.85 = 5.525% $ 35,750.00 74.9% 25.1% SEWER FEE _ $ 39,527.00 $ 1,712,200.00 $ 94,600.00 $ 321500,00 $ 33250400 $ %290.00 $ 216.00 $ 246.00 $ 133680.00 $ 153,782.00 $ 3,575.00 $ 157,357.00 $ 3,100,100.00 ENGINEERING DESIGN (DEC) $ 171,281.00 DESIGN SURVEY (13,000 LF @ $2.50/LF) (ANA) $ 32,500.00 TEMP, RIGHT OF ENTRY (140 @ $50/EACH) $ 7,000600 EROSION CONTROL PLANS & SW3P (ANA) $ 33250600 GEOTECHNICAL INVESTIGATION / REPORT (STL) $ 33,940.00 TRAFFIC CONTROL PLANS (ANA) $ 11,200.00 TxDOT PERMITTING $ 25000000 REPRODUCTION $ 10,474.00 MYLAR PRODUCTION $ 256.00 PDF PREPARATION $ 286.00 ADDITIONAL SERVICES $ 133680.00 TOTAL WATER AND SEWER FEE $ 285,867.00 10%FOR SUB $ 803890.00 $ 8,089.00 TOTAL FEE $ 293,956.00 ***TOTAL DESIGN COST (WATER, SEWER, PAVING &STORM DRAINAGE)*** WATER DESIGN FEE $ 117,830.00 SEWER DESIGN FEE $ 39,527.00 PAVING & STORM DRAINAGE DESIGN FEE $ 293,956.00 GRAND TOTAL $ 451,313.00 B36 (1) 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) -CONTRACT SA STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), AND BURTON AVENUE (VAUGHN TO CAMPBELL) CITY PROJECT NOs. 00946 ***WATER AND SANITARY SEWER*** OPINION OF PROBABLE CONSTRUCTION COSTS PERCENTAGE WATER CONSTRUCTION = PERCENTAGE SEWER CONSTRUCTION = CURVE "A" 6.5% X 0.85 = 5.525% ENGINEERING DESIGN (DEC) DESIGN SURVEY (6,860 LF @ $2.50/1,F) (ANA) EROSION CONTROL PLANS & SW3P (ANA) REPRODUCTION MYLAR PRODUCTION PDF PREPARATION ADDITIONAL SERVICES TOTAL WATER AND SEWER FEE WATER FEE _ 10%FOR SUB TOTAL FEE $ 64,202.00 ***PAVING AND STORM DRAINAGE*** CURVE "A" 6.5% X 0.85 = 5.525% $ 18,981.00 SEWER FEE _ 87.0% 13.0% $ 9,593.00 $ 809,700.00 $ 44,736.00 $ 175150.00 $ 1,83L00 $ 31442,00 $ 84.00 $ 94.00 $ 45560,00 $ 7107.00 $ 1,898.00 $ 73,795.00 $ 1,643,800.00 ENGINEERING DESIGN (DEC) $ 90,820.00 DESIGN SURVEY (6,860 LF @ $2.50/L.F) (ANA) $ 17,150.00 TEMP. RIGHT OF ENTRY (79 @ $50/EACH) $ 3,950.00 EROSION CONTROL PLANS & SW3P (ANA) $ 1,723.00 GEOTECHNICAL INVESTIGATION / REPORT (STL) $ 18,190.00 TRAFFIC CONTROL PLANS (ANA) $ 2,400.00 TxDOT PERMITTING $ - REPRODUCTION $ 45256,00 MYLAR PRODUCTION $ 112.00 PDF PREPARATION $ 122.00 ADDITIONAL SERVICES $ 4,560.00 TOTAL WATER AND SEWER FEE $ 1435283,00 10%FOR SUB $ 39,463.00 $ 3,946.00 TOTAL FEE $ 147,229.00 ***TOTAL DESIGN COST (WATER, SEWER, PAVING &STORM DRAINAGE)*** WATER DESIGN FEE $ 64,202.00 SEWER DESIGN FEE $ 9,593.00 PAVING & STORM DRAINAGE DESIGN FEE $ 1475229,00 GRAND TOTAL $ 221,024.00 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) -CONTRACT SB STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), AND VALLEY VISTA DRIVE (SH 10 TO 100' SOUTH) CITY PROJECT NOs. 00947 ***WATER AND SANITARY SEWER*** OPINION OF PROBABLE CONSTRUCTION COSTS $ 414,400.00 PERCENTAGE WATER CONSTRUCTION = 64.5% PERCENTAGE SEWER CONSTRUCTION = 35.5% CURVE "A" 6.5% X 0.85 = 5.525% ENGINEERING DESIGN (DEC) $ 22,896.00 DESIGN SURVEY (2,375 LF @ $2.50/LF) (ANA) $ 53938.00 EROSION CONTROL PLANS & SW3P (ANA) $ 79T00 REPRODUCTION $ 33664.00 MYLAR PRODUCTION $ 92.00 PDF PREPARATION $ 102.00 ADDITIONAL SERVICES $ 43560,00 TOTAL WATER AND SEWER FEE $ 38,049.00 10%FOR SUB $ 6,735.00 $ 674.00 TOTAL FEE $ 38,723.00 WATER FEE _ $ 24,976.00 SEWER FEE _ $ 13,747.00 ***PAVING AND STORM DRAINAGE*** CURVE "A" 6.5% X 0.85 = 5.525% $ 545,900.00 ENGINEERING DESIGN (DEC) $ 30,161.00 DESIGN SURVEY (2,375 LF @ $2.50/LF) (ANA) $ 5,938.00 TEMP. RIGHT OF ENTRY (34 @ $50/EACH) $ 1,700.00 EROSION CONTROL PLANS & SW3P (ANA) $ 572.00 GEOTECHNICAL INVESTIGATION / REPORT (STL) $ 5,767.00 TRAFFIC CONTROL PLANS (ANA) $ 41000000 TYDOT PERMITTING $ 1,000.00 REPRODUCTION $ 2,850.00 MYLAR PRODUCTION $ 64.00 PDF PREPARATION $ 74.00 ADDITIONAL SERVICES $ 4,560.00 TOTAL WATER AND SEWER FEE $ 56,686.00 10%FOR SUB $ 163277.00 $ 15628.00 TOTAL FEE $ 58,314.00 ***TOTAL DESIGN COST (WATER, SEWER, PAVING &STORM DRAINAGE)*** WATER DESIGN FEE $ 24,976.00 SEWER DESIGN FEE $ 13,747.00 PAVING & STORM DRAINAGE DESIGN FEE $ 58,314.00 GRAND TOTAL $ 975037.00 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) -CONTRACT SC STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00950 ***WATER AND SANITARY SEWER*** OPINION OF PROBABLE CONSTRUCTION COSTS $ 488,100.00 PERCENTAGE WATER CONSTRUCTION = 63.9% PERCENTAGE SEWER CONSTRUCTION = 36.1% CURVE "A" 6.5% X 0.85 = 5.525% ENGINEERING DESIGN (DEC) $ 26,968.00 DESIGN SURVEY (3,765 LF @ $2.50/1,F) (ANA) $ 9,412.00 EROSION CONTROL PLANS & SW3P (ANA) $ 622.00 REPRODUCTION $ 2,184.00 MYLAR PRODUCTION $ 40.00 PDF PREPARATION $ 50.00 ADDITIONAL SERVICES $ 4,560.00 TOTAL WATER AND SEWER FEE $ 435836,00 10%FOR SUB $ 10,034.00 $ 1,003.00 TOTAL FEE $ 443839.00 WATER FEE _ $ 28,652.00 SEWER FEE _ $ 16,187.00 ***PAVING AND STORM DRAINAGE*** CURVE "A" 6.5% X 0.85 = 5.525% $ 910,400.00 ENGINEERING DESIGN (DEC) $ 50,300.00 DESIGN SURVEY (3,765 LF @ $2.50/LF) (ANA) $ 9,412.00 TEMP, RIGHT OF ENTRY (27 @ $50/EACH) $ 1,350.00 EROSION CONTROL PLANS & SW3P (ANA) $ 955.00 GEOTECHNICAL INVESTIGATION / REPORT (STL) $ %983.00 TRAFFIC CONTROL PLANS (ANA) $ 400.00 TxDOT PERMITTING $ 1,000.00 REPRODUCTION $ 3,368.00 MYLAR PRODUCTION $ 80.00 PDF PREPARATION $ 90.00 ADDITIONAL SERVICES $ 4:560.00 TOTAL WATER AND SEWER FEE $ 855898,00 10%FOR SUB $ 25,150.00 $ 2,515.00 TOTAL FEE $ 88,413.00 ***TOTAL DESIGN COST (WATER, SEWER, PAVING &STORM DRAINAGE)*** WATER DESIGN FEE $ 28,652.00 SEWER DESIGN FEE $ 16,187.00 PAVING & STORM DRAINAGE DESIGN FEE $ 883413600 GRAND TOTAL $ 1339252.00 (INCLUDE THE FOLLOWING ON EXHIBIT "B-3B") SUlv1MARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE) A. SLiTyIIyIARY OF TOTAL FEE CONTRACTS SA, SB, & 5C -DOE Nos. 00946, 00947, & 00950 SERVICE DESCRIPTION CONTRACT SA -DOE No. 00946 SERVICE DESCRIPTION CONTRACT SA -DOE No. 00946 SERVICE DESCRIPTION WATER SEWER PAVING TOTAL ENGINEERING SERVICES $ 49,424.00 $ 7,221.00 $ 130,079.00 $ 1865724.00 SURVEYING SERVICES $ 145778400 $ 25372.00 $ 17,150.00 $ 34,300.00 TOTAL 1 $ 645202.00 $ 9,593.00 $ 147,229.00 $ 2215024.00 CONTRACT SB -DOE No. 00947 SERVICE DESCRIPTION WATER SEWER PAVING TOTAL ENGINEERING SERVICES $ 21,289.00 $ 11,496.00 $ 52,376.00 $ 85,161.00 SURVEYING SERVICES $ 3,687.00 $ 25251.00 $ 5,938.00 $ 115876.00 TOTAL $ 24,976.00 $ 13,747.00 $ 58,314.00 $ 97,037.00 CONTRACT 5C -DOE No. 00950 SERVICE DESCRIPTION WATER SEWER PAVING TOTAL ENGINEERING SERVICES $ 22,781.00 $ 12,646.00 $ 79,001.00 $ 114,428.00 SURVEYING SERVICES $ 55871000 $ 3,541.00 $ 9,412.00 $ 18,824.00 TOTAL $ 283652.00 $ 16,187.00 $ 88,413.00 $ 1335252,00 B-3B(5) (INCLUDE THE FOLLOWING ON EXHIBIT "B-30") SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE) BREAKDOWN OF WATER, SEWER AND PAVING FEES (LESS SURVEY FEES CONTRACTS SA, 5B5Nos. 00946, 009475 & 00950 1. Total Water Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Water Fee — Water Survey Fee) x (0.3) _ $ 28,049.00 b. Preliminary (60%) _ (Total Water Fee — Water Survey Fee) x (0.6) _ $ 563096.00 c. Final (10%) _ (Total Water Fee — Water Survey Fee) x (0.1) _ $ 93349.00 2. Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Sewer Fee — Water Survey Fee) x (0.3) _ $ %409.00 DESI Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ 18,818.00 c. Final (10%) _ (Total Sewer Fee — Water Survey Fee) x (0,1) _ $ 3,136.00 3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Sewer Fee — Water Survey Fee) x (0.3) _ $ 78,436.00 b. Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ 156,874.00 c. Final (10%) _ (Total Sewer Fee — Water Survey Fee) x (0.1) _ $ 265146.00 CONTRACT SA (BIDEKER, BRIGHT, & BURTON) -DOE No. 00946 1. Total Water Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Water Fee — Water Survey Fee) x (0.3) _ $ 14,828.00 b. Preliminary (60%) _ (Total Water Fee — Water Survey Fee) x (0.6) _ $ 295654,00 c. Final (10%) _ (Total Water Fee — Water Survey Fee) x (0.1) _ $ 45942.00 Z. Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Sewer Fee —Water Survey Fee) x (0.3) _ $ 2,166.00 b. Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ 4,333.00 DESI Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ 722.00 3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Sewer Fee —Water Survey Fee) x (0.3) _ $ b. Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ c. Final (10%) _ (Total Sewer Fee — Water Survey Fee) x (0.1) _ $ 39,024.00 78,047.00 13,008000 B-3B(6) CONTRACT 5B (AVENUE M. EDGEWOOD TERRACE, & PANOLA) - DOE No. 00941 1. Total Water Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Water Fee — Water Survey Fee) x (0.3) _ $ 6,386.00 b. Preliminary (60%) _ (Total Water Fee — Water Survey Fee) x (0.6) _ $ 12,774.00 c. Final (10%) _ (Total Water Fee — Water Survey Fee) x (0.1) _ $ 25129.00 0 2. Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Sewer Fee — Water Survey Fee) x (0.3) _ $ 35448,00 b. Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ 6,898.00 c. Final (10%) _ (Total Sewer Fee — Water Survey Fee) x (0.1) _ $ 13150,00 3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Sewer Fee — Water Survey Fee) x (0.3) _ $ 153712,00 b. Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ 315426.00 c. Final (10%) _ (Total Sewer Fee — Water Survey Fee) x (0.1) _ $ 55238.00 CONTRACT 5C (CAPERS, OSBORNE, & RENSOM) -DOE No. 00950 1. Total Water Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Water Fee — Water Survey Fee) x (0.3) _ $ 6,834.00 b. Preliminary (60%) _ (Total Water Fee — Water Survey Fee) x (0.6) _ $ 13,669.00 c. Final (10%) _ (Total Water Fee — Water Survey Fee) x (0.1) _ $ 25278.00 2. Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (301/o) _ (Total Sewer Fee — Water Survey Fee) x (0.3) _ $ b. Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ c. Final (10%) _ (Total Sewer Fee — Water Survey Fee) x (0.1) _ $ 3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept (30%) _ (Total Sewer Fee —Water Survey Fee) x (0.3) _ $ b. Preliminary (60%) _ (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ c. Final (10%) _ (Total Sewer Fee — Water Survey Fee) x (0.1) _ $ 3,793.00 7,588.00 1,265.00 23,700.00 47,401.00 7,900000 B-3B(7) EXHIBIT "15-3C" City Project No. 00946, 00947, & 00950 BREAKDOWN FOR REPRODUCTION FEE AND ADDITIONAL SERVICES FEE FOR: CONTRACT SA — CITYPROJECT No. 009460 WATER AND/OR SANITARY SEWER REPRODUCTION FEE 8 Sets of Plans 16 Sets of Plans 50 Sets of Plans 50 Sets of Specs (8 sets x $33/set) (16 sets x $33/set) (50 sets x $33/set) (50 sets x $20/set) TOTAL = $ 3,442.00 —$ 264 _ $ 528 —$ 1,650 _ $ 1,000 MYLAR PRINTING / .PDF PREPARATION TOTAL = $ 178.00 Mylar Printing (21 sheets x $4/sheet) _ $ 84 .pdf Preparation (21 sheets x $4/sheet + $10) _ $ 94 ADDITONAL SERVICES FEE Public Meeting Mounted Exhibit Pre-constrion Mtg. Construction Phase uct Final Inspection PAVING AND STORM DRAIN REPRODUCTION FEE 8 Sets of Plans 16 Sets of Plans 50 Sets of Plans 50 Sets of Specs TOTAL = $ 4,560.00 (4 hrs. p.m. x $170/hr. p.m.) —$ 680.00 (2 hrs. proj. eng.x $110/hr. proj. eng.) _ $ 220.00 (Lump Sum) —$ 500.00 (2 hrs. p.m. x $170/hr. p.m. x 1 mtg) _ $ 340.00 (12 hrs. p.m. x $170/hr. p.m.) _ $ 2,040.00 (4 hrs. proj. eng. x $110/hr. proj. eng.) _ $ 440.00 (2 hrs. p.m. x $170/hr. p.m.) _ $ 340.00 (8 sets x $44/set) (16 sets x $44/set) (50 sets x $44/set) (50 sets x $20/set) TOTAL = $ 4,256.00 _ $ 704 _ $ 2,200 _ $ 1,000 MYLAR PRINTING / .PDF PREPARATION TOTAL = $ 234.00 Mylar Printing (28 sheets x $4/sheet) _ $ 112 .pdf Preparation (28 sheets x $4/sheet + $10) _ $ 122 ADDITONAL SERVICES FEE TOTAL = $ 45560.00 Public Meeting (4 hrs. p.m. x 170/hr. p.m.) _ $ 680.00 (2 hrs. proj. eng.x 110/hr. proj. eng.) = $ 220.00 Mounted Exhibit (Lump Sum) = $ 500.00 Pre -construction Mtg. (2 hrs. p.m. x 170/hr. p.m. x 1 mtg) = $ 340.00 Construction Phase (12 hrs. p.m. x 170/hr. p.m.) = $ 2,040.00 (4 hrs. proj. eng. x 110/hr. proj. eng.) = $ 440.00 Final Inspection (2 hrs. p.m. x 170/hr. p.m.) = $ 340.00 B3C-1 CONTRACT SB — CITYPROJECTNo. 00947: WATER AND/OR SANITARY SEWER REPRODUCTION FEE 8 Sets of Plans 16 Sets of Plans 50 Sets of Plans 50 Sets of Specs (8 sets x $36/set) (1 5 sets x $36/set) (50 sets x $36/set) (50 sets x $20/set) TOTAL = $ 3,664.00 _ $ 288 _ $ 576 _ $ 1,800 _ $ 1,000 MYLAR PRINTING / .PDF PREPARATION TOTAL = $ 194.00 Mylar Printing (23 sheets x $4/sheet) .$ 92 .pdf Preparation (23 sheets x $4/sheet + $10) = $102 ADDITONAL SERVICES FEE Public Meeting Mounted Exhibit Pre -construction Mtg Construction Phase Final Inspection PAVING AND STORM DRAIN REPRODUCTION FEE 8 Sets of Plans 16 Sets of Plans 50 Sets of Plans 50 Sets of Specs TOTAL = $ 4,560.00 (4 (2 hrs. p.m. x 170/hr. p.m.) _ $ 680.00 hrs. proj. eng.x 110/hr. proj. eng.) _ $ 220.00 (Lump Sum) —$ 500.00 (2 hrs. p.m. x 170/hr. p.m. x 1 mtg) _ $ 340.00 (12 hrs. p.m. x 170/hr. p.m.) _ $ 2,040.00 (4 hrs. proj. eng. x 110/hr. proj. eng.) _ $ 440.00 (2 hrs. p.m. x 170/hr. p.m.) —$ 340.00 (8 sets x $25/set) (16 sets x $25/set) (50 sets x $25/set) (50 sets x $20/set) TOTAL = $ 2,850.00 $ 200 $ 400 _ $ 1,250 _ $ 1,000 MYLAR PRINTING / .PDF PREPARATION TOTAL = $ 138.00 Mylar Printing (16 sheets x $4/sheet) _ $ 64 .pdf Preparation (16 sheets x $4/sheet + $10) = $ 74 ADDITONAL SERVICES FEE TOTAL = $ 4,560.00 Public Meeting (4 hrs. p.m. x 170I1u. p.m.) _ $ 680.00 (2 hrs. proj. eng.x I I0/hr. proj. eng.) _ $ 220.00 Mounted Exhibit (Lump Sum) _ $ 500.00 Pre -construction Mtg. (2 hrs. p.m. x 170/hr. p.m. x 1 mtg) _ $ 340.00 Construction Phase (12 hrs. p.m. x 170/hr. p.m.) _ $ 2,040.00 (4 hrs. proj. eng. x 110/hr. proj. eng.) _ $ 440.00 Final Inspection (2 hrs. p.m. x 170/hr. p.m.) _ $ 340.00 B3C-2 CONTRACT SC — CITYPROJECT No. 00950: WATER AND/OR SANITARY SEWER REPRODUCTION FEE 8 Sets of Plans 16 Sets of Plans 50 Sets of Plans 50 Sets of Specs (8 sets x $16/set) (16 sets x $16/set) (50 sets x $16/set) (50 sets x $20/set) TOTAL = $ 2,184.00 _ $ 128 _ $ 256 _ $ 800 _ $ 1,000 MYLAR PRINTING / .PDF PREPARATION TOTAL = $ 90.00 Mylar Printing (10 sheets x $4/sheet) _ $ 40 .pdf Preparation (10 sheets x $4/sheet + $10) _ $ 50 ADDITONAL SERVICES FEE Public Meeting Mounted Exhibit Pre -construction Mtg. Construction Phase Final Inspection PAVING AND STORM DRAIN REPRODUCTION FEE 8 Sets of Plans 16 Sets of Plans 50 Sets of Plans 50 Sets of Specs TOTAL = $ 4,560.00 (4 (2 hrs. p.m. x 170/hr. p.m.) _ $ 680.00 hrs. proj. eng.x I I0/hr. proj. eng.) _ $ 220.00 (Lump Sum) —$ 500.00 (2 hrs. p.m. x 170/hr. p.m. x 1 mtg) _ $ 340.00 (12 hrs. p.m. x 170/hr. p.m.) _ $ 2,040.00 (4 hrs. proj. eng. x 110/hr. proj. eng.) _ $ 440.00 (2 hrs. p.m. x 170/hr. p.m.) —$ 340.00 (8 sets x $32/set) (16 sets x $32/set) (50 sets x $32/set) (50 sets x $20/set) TOTAL = $ 3,368.00 _ $ 256 _ $ 512 _ $ 1,600 _ $ LOW MYLAR PRINTING / .PDF PREPARATION TOTAL = $ 170.00 Mylar Printing (20 sheets x $4/sheet) _ $ 80 .pdf Preparation (20 sheets x $4/sheet + $10) _ $ 90 ADDITONAL SERVICES FEE TOTAL = $ 4,560.00 Public Meeting (4 hrs. p.m. x 170/hr. p.m.) _ $ 680.00 (2 hrs. proj. eng.x I I0/hr. proj. eng.) _ $ 220.00 Mounted Exhibit (Lump Sum) _ $ 500.00 Pre -construction Mtg. (2 hrs. p.m. x 170/hr. p.m. x 1 mtg) —$ 340.00 Construction Phase (12 hrs. p.m. x 170/hr. p.m.) _ $ 2,040.00 (4 hrs. proj. eng. x 110/hr. proj. eng.) —$ 440.00 Final Inspection (2 hrs. p.m. x 170/hr. p.m.) _ $ 340.00 B3C-3 EXHIBIT "B-4" OPINION OF PROBABLE COST SUMMARY CONCRETE PAVING 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON BIDEKER AVENUE (MLK FRWY TO E. DEAD END), BRIGHT STREET (BERRY TO REED), BURTON AVENUE (VAUGHN TO CAMPBELL), AVENUE M (MILLER TO HUGHES), EDGEWOOD TERRACE SOUTH (JUDY TO HAMPSHIRE), VALLEY VIEW DRIVE (SH 10 TO 100' SOUTH), CAPERS AVENUE (STALCUP TO FARREL), OSBORNE LANE (HAMPSHIRE TO OLD HANDLEY), RANSOM TERRACE (MACEO TO TRUMAN), AND PLANT AVENUE (CRAIG TO CRAVENS) CITY PROJECT NOs. 00946, 00947, & 00950 City Project No. 00946: Bideker Avenue, Bright Street &Burton Water Sewer Paving & Drainage TOTAL $ 704,500.00 $ 105,200.00 $ 15643,800.00 $ 254535500.00 City Project No. 00947: Avenue M, Ed�ewood Terrace, &Valley View Drive Water Sewer Paving & Drainage TOTAL $ 267,400.00 $ 147,000.00 $ 5455600000 $ 960,300.00 Cit�Project No. 00950: Gaspers Avenue, Osborne Lane, Ransom Terrace, & Plant Avenue Water Sewer Total Water Total Sewer Total Paving & Drainage GRAND TOTAL $ 311700.00 $ 1,283,700.00 $ 428,600.00 $ 391005100.00 $ 45812,400.00 Dannenbaum Engineering Corporation ENGINEER'S PRE=DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Bideker Ave., Bright St., Burton Ave., Avenue M, Edgewood Terrace South, Valley Vista Dr., Capers Ave., Osborne Ln., Ransom Ter., Plant Ave. DEC Job No. 0043-97 Project Manager: Dena Johnson, P.E. G:\1210\0043 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Paving Improvements: 00100 Storm Water Pollution Prevention Plan > Than 1 Ac SWPPP - LS 3 $ 7,500.00 $ 223500,00 00119 Pipe -Sub Drain-6 Inch Perforated - Install LF 301 18.00 51418,00 00147 Topsoil - Install CY 2,888 16.50 47,652,00 00181 Traffic Control - Study LS 3 181000,00 55,800,00 00402 Driveway - Remove SF 47,840 1.10 523624,00 00404 Driveway-6 Inch - Install SF 47,840 5.00 239,200.00 00407 Mailbox - Install EA 368 50.00 18,400.00 00408 Mailbox - Remove EA 368 25.00 9,200.00 00411 Retaining Wall - Install CY 60 410.00 24,600,00 00414 Utility Adjustment - Repair LS 3 151000,00 46,500.00 00424 Curb & Gutter - Remove LF 25,600 2.00 51,200,00 00450 Pavement-6 Inch - Install SY 443090 30.00 1,322,700.00 00457 Pavement -Concrete -- Remove SY 41409 6.75 299760,75 00469 Pavement -Silicone Joint Sealant - Install LF 44,801 1.40 62,721,40 00471 Pavement -Transition -Min 6 Inch HMAC - Install TONS 346 92.00 1 31,855,00 00472 Pavement -Unclassified Street Excavation - Remove CY 81296 19.00 1571624,00 00484 Subgrade-6 Inch -Lime Stabilized-28 Ibs/sy - Install SY 46,932 2.50 1171330,00 00496 Subgrade-Lime for Stabilization - Install TONS 657 110.00 721270,00 00504 Sign -Project Designation - Install EA 20 300.00 61000,00 00529 Walk - Remove SF 311646 0.90 281481,40 00530 Walk4 Ft - Install SF 311646 4.00 1263584,00 00532 Walk-ADA Wheelchair Ramp - Install SF 61450 4.75 301637,50 00533 Walk-ADA Wheelchair Ramp - Remove SF 61450 1.10 71095,00 00752 Vault -Vault Adjustment to Grade - Rehab EA 62 250.00 151500,00 00843 Curb-7 Inch - Install LF 251600 3.25 83,200.00 00848 Meter Box -Adjustment - Services EA 370 35.00 12, 950.00 00849 Manhole -Adjustment - Services EA 18 350.00 L 61300,00 Paving Subtotal $ 2,684,103.05 Contingencies (10%) 268,410.31 Paving Total $ 2,9529500.00 Minor Drainage Allowance (5%) $ 147,600.00 TOTAL PAVING DRAINAGE CONSTRUCTION $ 3,100,100.00 -97COFWCIP\Admin\Project\CostEstimate\0043-97 Opinion of Cost Concrete 2008-05-27.x1s Dannenbaum Engineering Corporation ENGINEER'S PRE -DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Bideker Ave., Bright St., Burton Ave., Avenue M, Edgewood Terrace South, Valley Vista Dr., Capers Ave., Osbome Ln., Ransom Ter., Plant Ave. DEC Job No. 0043-97 Project Manager. Dena Johnson, P.E. ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Water Improvements: 00442 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary- Install LF 19 073 $ 9.00 $ 171,657,00 00546 Fire Hydrant - Install FA 21 11930,00 401530.00 00547 FireHydrant- Remove EA 15 250,00 31750,00 00548 Fire Hydrant -Barrel & Stem Extension - Install VF 63 50,00 31150.00 00549 Meter Box - Relocate EA 43 1 150,00 61450.00 00550 Meter Box -Class A - Install EA 329 105.00 341545.00 00568 Pipe Fittings- <Than 16Inch DI Pipe - Install TONS 5.5 4,700.00 251850.00 00587 Pipe -Pressure - Abandon EA 35 5.00 175.00 00594 Pipe-Pressure-16 Inch - Install LF 760 50,00 381000,00 00616 Pipe-Pressure-6 Inch - Install LF 288 31.00 81928.00 00618 Pipe-Pressure-8 Inch - Install LF 12,475 35.00 436,625.00 00713 Valve-1 Inch -Air & Vacuum Release~ Install EA 1 1 31500.00 3,500.00 00719 Valve•16 Inch -Gate Valve w/Vault - Install EA 2 21500.00 5,000.00 00720 Valve-16 Inch -Gate Valve w/Vault - Remove EA 3 500.00 11500.00 00745 Valve-6 Inch -Gate- wNalve Box - Install EA 21 600.00 12,600.00 00749 Valve-8 Inch -Gate- wNalve Box - Install EA 36 800.00 28,800.00 00751 Valve -Gate - Remove EA 32 200,00 61400,00 00758 Water Service-1 Inch - Install LF 91250 12,00 111 000.00 00762 Water Service-1 Inch -Tap to Main - Install EA 370 500.00 185 000.00 00768 Water Service-2 Inch -Temporary - Install LS 3 151000.00 43$00.00 Water Subtotal $ 11166,960,00 Contingencies (10%) 116,696.00 Water Total $ 11283,700.00 Sewer Improvements: 00196 Collar -Manhole ~ Install EA 18 $ 210.00 $ 31780.00 00201 Inspection --Post Construction Cleaning & TV - Study LF 41446 1.50 6,669.00 00202 Inspection-Preconstruction Cleaning & TV - Study LF 200 1.50 300.00 00206 Manhole - Remove EA 15 550.00 81250.00 00213 Manhole-Std 4 Ft Diam-(to 6 Ft Depth) - Install EA 18 2,000.00 36,000.00 00214 Manhole-Std 4 Ft Diam-Added Depth (over 6 Ft Depth) - Install VF 54 115.00 61210.00 00217 Manhole-VacuumTest- Services EA 18 125,00 21250,00 00218 Manhole-Walertighllnsert - Install EA 18 85,00 1,530.00 00258 Pipe-Sewer-12 Inch-SDR26 (AII Depths) - Install LF 31 62,00 11922.00 00259 Pipe-Sewer-12 Inch-SDR35 (AII Depths) - Install LF 120 55,00 61600.00 00350 Pipe-Sewer-8 Inch-SDR26 (All Depths) - Install LF 100 41.00 41100.00 00351 Pipe-Sewer-8 Inch-SDR35 (All Depths) - Install LF 1 47195 36,00 151 020.00 00354 Sewer ServiceA Inch - Install LF 2,325 16.00 37 200.00 00355 Sewer ServiceA Inch Service Tap - Install EA 93 400.00 37 200.00 00356 1 Sewer ServiceA Inch-2 Way Clean Out - Install EA 93 180.00 16,740.00 00372 ITrench Safety System 5 Foot Depth - Install LF 41446 1.00 41446.00 00442 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary- Install LF 61951 9.00 62,559.00 00493 Subgrade-Crushed Limestone For Misc. Placement - Install CY 32 25,00 800,00 00839 Concrete -Type E - Install CY 32 65.00 21080.00 Sewer Subtotal $ 389,656.00 Contingencies (10%) 38,965.60 Sewer Total $ 4283600,00 Total Water & Sanitary Sewer Improvements $ 11712,300.00 Paving Total $ 219529500.o0 Drainage Total $ 147,600,00 TOTAL CONSTRUCTION COST $ 41812,400.00 G:\1210\0043-97 COFW CIPWdmin\Project\Cost Estimate10043-97 Opinion of Cost Concrete 2008-05-27.x1s Dannenbaum Engineering Corporation ENGINEER'S PRE -DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Contract 5A - Bideker Ave., Bright St., & Burton Ave. City Project No, 00946 DEC Job No. 0043-97 Project Manager: Dena Johnson, P.E. ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Paving Improvements: 00100 Storm Water Pollution Prevention Plan > Than 1 Ac SWPPP LS 1 $ 7,500,00 $ 71500400 00119 Pipe -Sub Drain-6 Inch Perforated - Install LF 100 18.00 12800,00 00147 Topsoil - Install CY 13489 16.50 24,568,50 00181 Traffic Control -- Study LS 1 18,000,00 18,000,00 00402 Driveway - Remove SF 30,160 1910 333176,00 00404 Driveway-6 Inch - Install SF 30,160 5.00 150,800,00 00407 Mailbox - Install EA 232 50.00 11,600.00 00408 Mailbox - Remove EA 232 25.00 51800,00 00411 Retaining Wall - Install CY 20 410.00 8,200.00 00414 Utility Adjustment- Repair LS 1 15,000,00 15,000,00 00424 Curb & Gutter - Remove LF 13,720 2000 27,440,00 00450 Pavement-6 Inch - Install SY 23,629 30.00 708,870,00 00457 Pavement -Concrete - Remove SY 23363 6.75 15,949,58 00469 Pavement -Silicone Joint Sealant - Install LF 243010 1.40 33,614,00 00471 Pavement -Transition -Min 6 Inch HMAC - Install TONS 194 92.00 17,802,00 00472 Pavement -Unclassified Street Excavation - Remove CY 41447 19.00 84,493,00 OG484 Subgrade-6 Inch -Lime Stabilized-28 Ibslsy - Install SY 25,153 2.50 62,882,50 00496 Subgrade-Lime for Stabilization -- Install TONS 352 110.00 38,720,00 00504 Sign -Project Designation - Install EA 6 300.00 19800,00 00529 Walk - Remove SF 15,184 0.90 13,665,60 00530 Walk-4 Ft - Install SF 15,184 4.00 60,736.00 00532 Walk-ADA Wheelchair Ramp - Install SF 3,150 4.75 14,962,50 00533 Walk-ADA Wheelchair Ramp -- Remove SF 3,1501 1.10 31465,00 00752 Vault -Vault Adjustment to Grade - Rehab EA 33 250.00 89250.00 00843 Curb-7 Inch ~ Install LF 13,720 3.25 44,590,00 00848 Meter Box -Adjustment - Services EA 232 35.00 81120,00 00849 Manhole -Adjustment - Services EA 4 350.00 1,400.00 Paving Subtotal $ 1,423,204.68 Contingencies (10%) 1429320.47 Paving Total $ 1,5653500.00 Minor Drainage Allowance (5%) $ 78,300.00 TOTAL PAVING DRAINAGE CONSTRUCTION $ 1,643,800.00 G:\1210\0043-97 COFW CIP\Admin\Project\Cost Estimate\0043-97 Opinion of Cost Concrete 2008-05-27.x1s Dannenbaum Engineering Corporation ENGINEER'S PRE -DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Contract 5A - Bideker Ave., Bright St., & Burton Ave. City Project No. 00946 DEC Job No. 0043-97 Project Manager: Dena Johnson, P.E. G:\1210\OD43-97COFWCIP\Admin\Project\CostEstimate\0043-97 17EM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Water Improvements: 00442 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary- Install LF 10,564 $ 9,00 $ 95 076,00 00546 Fire Hydrant - Install EA 12 1,930.00 23 160,00 00547 Fire Hydrant- Remove EA 10 250,00 21500,00 00548 Fire Hydrant -Barrel & Stem Extension - Install VF 36 50,00 11800,00 00549 Meter Box - Relocate EA 24 150,00 31600,00 00550 Meter Box -Class A - Install EA 208 105.00 21 840.00 00568 Pipe Fittings - <Than 161nch DI Pipe - Install TONS 3.2 41700,00 15,040,00 00587 Pipe -Pressure - Abandon EA 20 5,00 100,00 00594 Pipe- Pressure -I 6 Inch - Install LF 0 50,00 00616 Pipe-Pressure-6Inch- Install LF 204 31,00 61324,00 00618 Pipe-Pressure-8Inch -Install LF 6880 35,00 240,800,00 00713 Valve-1 Inch -Air & Vacuum Release - Install EA 0 1 3,500.00 - 00719 Valve-161nch-Gate Valve wNault- install EA 1 21500,00 2,500.00 00720 Valve-16Inch-Gate Valve wNault- Remove EA 1 500,00 500.00 00745 Valve-6lnch-Gate-wNalveBox -Install EA 12 600.00 7200.00 00749 Valve-8 Inch -Gate- wNalve Box - Install EA 19 800.00 15 200.00 00751 Valve -Gate - Remove EA 21 200.00 41200,00 00758 Water Service-1 Inch~ Install LF 5 800 12,00 6%600.00 00762 Water Service-1 inch -Tap to Main - Install EA 232 1 500,00 116 000,00 00768 Water Service-2 Inch -Temporary - Install LS 1 153000,00 15,000,00 Water Subtotal $ 640s440.00 Contingencies (10%) 64,044.00 Water Total $ 704,500.00 11 Improvements: 96 Collar -Manhole - Install EA0142 $ 210,00 $ 840.00 01 Inspection -Post Construction Cleaning & TV - Study LF 1,50 1,432.50 02 i Inspection-Preconstruction Cleaning & TV - Study LF 1,5006 Manhole - Remove EA 550,00 21200,00 13 Manhole-Std 4 Ft Diam-(to 6 Ft Depth) - Install EA 2,000.00 8,000.00 00214 Manhole-Std 4 Ft Diam-Added Depth (over 6 Ft Depth) - Install VF 115.00 1,380.00 00217 Manhole -Vacuum Test - Services EA 4 125.00 500.00 00218 Manhole -Watertight Insert - Install EA 1 4 85,00 340.00 00258 Pipe-Sewer-12 Inch-SDR26 (All Depths) - Install LF 20 62,00 1,240.00 00259 Pipe-Sewer-12 Inch-SDR35 (AII Depths) - Install LF 80 55,00 4,400.00 00350 Pipe-Sewer-8 Inch-SDR26 (All Depths) - Install LF 0 41,00 - 00351 Pipe-Sewer-8 Inch-SDR35 (All Depths) - Install LF 855 36,00 30,780.00 00354 Sewer ServiceA Inch - Install LF 700 16,00 11 *200,00 00355 Sewer ServiceA Inch Service Tap - Install EA 28 400,00 11 200.00 00356 Sewer ServiceA Inch-2 Way Clean Out - Install EA 28 180,00 5 040.00 00372 Trench Safety System 5 Foot Depth - Install LF 1 955 1.00 955,00 00442 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary - Install LF 1 695 9.00 15 255.00 00493 Subgrade-Crushed Limestone For Misc. Placement - Install CY 10 25.00 250.00 00839 Concrete -Type E - Install CY 10 65,00 650,00 Sewer Subtotal $ 95,662450 Contingencies (10%) 9,566.25 Sewer Total $ 105,200.00 Total Water & Sanitary Sewer Improvements $ 809,700.00 Paving Total $ 1,565,500.00 Drainage Total $ 78,300.00 TOTAL CONSTRUCTION COST $ 2,453,500.00 Opinion of Cost Concrete 2006-05-27.x1s Dannenbaum Engineering Corporation ENGINEER'S PRE -DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Contract 5B - Avenue M, Edgewood Terrace South, & Valley Vista Dr. City Project No, 00947 DEC Job No. 0043-97 Project Manager: Dena Johnson, P.E. ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Paving Improvements: 00100 Storm Water Pollution Prevention Plan > Than 1 Ac SWPPP — LS 1 $ 71500,00 $ 7,500.00 00119 Pipe -Sub Drain-6 Inch Perforated — Install LF 101 18.00 11818,00 00147 Topsoil — Install CY 522 16.50 83613,00 00181 Traffic Control -- Study LS 1 18,000400 1 18,000,00 00402 Driveway — Remove SF 51980 1.10 61578,00 00404 Driveway-6 Inch — Install SF 51980 5.00 29,900,00 00407 Mailbox — Install EA 46 50.00 2,300.00 00408 Mailbox — Remove EA 46 25.00 11150,00 00411 Retaining Wall _ Install CY 20 410.00 81200,00 00414 Utility Adjustment -- Repair LS 1 15,000,00 151000400 00424 Curb & Gutter -- Remove LF 49350 2.00 83700,00 00450 Pavement-6 Inch — Install SY 7,492 30.00 2249760,00 00457 Pavement -Concrete -- Remove SY 749 6.75 51057,10 00469 Pavement -Silicone Joint Sealant — Install LF 71613 1.40 10,658,20 00471 Pavement -Transition -Min 6 Inch HMAC — Install TONS 45 92.00 41117,00 00472 Pavement -Unclassified Street Excavation — Remove CY 11409 19.00 263771,00 00484 Subgrade-6 Inch -Lime Stabilized-28 Ibs/sy Install SY 71975 2.50 19,937,50 00496 Subgrade-Lime for Stabilization — Install TONS 112 110.00 12,320,00 00504 Sign -Project Designation -- Install EA 6 300.00 1/800600 00529 Walk — Remove SF 61282 0.90 53653,80 00530 Walk-4Ft—Install SF 61282 4.00 25,128,00 00532 Walk-ADA Wheelchair Ramp — Install SF 11200 4.75 51700,00 00533 Walk-ADA Wheelchair Ramp — Remove SF 11200 1.10 11320,00 00752 Vault -Vault Adjustment to Grade — Rehab EA 14 250.00 31500,00 00843 Curb-7 Inch — Install LF 41350 3.25 14,137,50 00848 Meter Box -Adjustment ~ Services EA 46 35.00 1,610.00 00849 Manhole -Adjustment — Services EA 7 350.00 2,450.00 Paving Subtotal $ 472,679.10 Contingencies (10%) 47,267.91 Paving Total $ 519,900.00 Minor Drainage Allowance (5%) $ 26,000.00 TOTAL PAVING DRAINAGE CONSTRUCTION $ 545,900.00 G:\1210\0043-97 COFW CIPWdmin\Project\Cost Estimate\0043-97 Opinion of Cost Concrete 2008-05-27.x1s Dannenbaum Engineering Corporation ENGINEER'S PRE -DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Contract 5B - Avenue M, Edgewood Terrace South, & Valley Vista Dr. City Project No. 00947 DEC Job No. 0043-97 Project Manager: Dena Johnson, P.E. ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Water Improvements: 00442 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary - Install LF 3,828 $ 9,00 $ 34,452.00 00546 Fire Hydrant - Install EA 4 11930,00 7,720.00 00547 Fire Hydrant- Remove EA 4 250,00 11000,00 00548 Fire Hydrant -Barrel & Stem Extension - Install VF 12 50,00 600.00 00549 Meter Box _ Relocate EA 6 1 150.00 900,00 00550 Meter Box -Class A - Install EA 40 105,00 41200,00 00568 Pipe Fittings- < Than 16 Inch DI Pipe - Install TONS 1 A 41700.00 55170,00 00587 Pipe -Pressure - Abandon EA 9 5.00 45,00 00594 Pipe-Pressure-16 Inch - Install LF 760 50,00 381000.00 00616 Pipe-Pressure-6 Inch - Install LF 48 31.00 11488,00 00618 Pipe-Pressure-8Inch -Install LF 2330 35,00 81,550.00 00713 Valve-1 Inch -Air & Vacuum Release - Install EA 1 1 31500,00 3,500.00 00719 Valve-16 Inch -Gate Valve wNault - Install EA 1 21500.00 2,500.00 00720 Valve-16Inch-Gate Valve wNault- Remove EA 2 500.00 11000,00 00745 Valve-6 Inch -Gate- wNalve Box - Install EA 4 600.00 21400,00 00749 Valve-8lnch-Gate-wNalveBox -Install EA 7 800,00 5600,00 00751 Valve -Gate - Remove EA 6 200,00 1200,00 00758 Water Service-1 Inch - Install LF 1 150 12,00 139800,00 00762 Water Service-1 Inch -Tap to Main - Install EA 46 500,00 23 000.00 00768 Water Service-2 Inch -Temporary - Install LS 1 15,000.00 15,000.00 Water Subtotal $ 2431125.00 Contingencies (10%,) 24,312.50 Water Total $ 267,400.00 [Ml Sewer Improvements: 00196 Collar -Manhole - Install EA $ 210.00 $ 11470,00 00201 Inspection -Post Construction Cleaning & TV - Study LF 1,50 21146,50 00202 Inspection-Preconstruction Cleaning & TV - Study LF 0 1.50 00206 Manhole -Remove EA 7 550,00 3,850.00 00213 Manhole-Std 4 Ft Diam-(to 6 Ft Depth) - Install EA 7 21000,00 147000,00 00214 Manhole-Sld 4 Ft Diam-Added Depth (over 6 Ft Depth) - Install VF 21 115,00 21415,00 00217 1 Manhole-VacuumTest- Services EA 7 125,00 875,00 00218 Manhole -Watertight Insert - Install EA 7 85.00 595,00 00258 Pipe-Sewer-12 Inch-SDR26 (AN Depths) - Install LF 11 62,00 682.00 00259 Pipe-Sewer-12 Inch-SDR35 (AII Depths) - Install LF 40 55,00 2,200,00 00350 Pipe-Sewer-8 Inch-SDR26 (AN Depths) - Install LF 30 41.00 10230,00 00351 Pipe-Sewer-8 Inch-SDR35 (All Depths) - Install LF 1 350 36,00 48500.00 00354 Sewer ServiceA Inch - Install LF 825 16,00 13 200,00 00355 Sewer ServiceA Inch Service Tap - Install EA 33 400,00 132200.00 00356 Sewer Service-4 Inch-2 Way Clean Out - Install EA 33 180,00 51940,00 00372 Trench Safety System 5 Foot Depth -Install LF 1,431 1.00 11431,00 00442 Pavement-2 Inch HMAC on 61nch Flex Base -Temporary- Install LF 1 2,326 9,00 20 934,00 00493 Subgrade-Crushed Limestone For Misc. Placement - Install CY 10 25.00 250,00 00839 Concrete -Type E - Install CY 10 65.00 650.00 Sewer Subtotal $ 1339668.50 Contingencies (10%) 13,366.85 Sewer Total $ 147,000.00 Total Water & Sanitary Sewer Improvements $ 414,400.00 Paving Total $ 5191900.00 Drainage Total $ 26,000*00 TOTAL CONSTRUCTION COST $ 960,300.00 G:\1210\0043-97 COFW CIPWdmin\Project\Cost Estimate\0043-97 Opinion of Cost Concrete 2008-05-27.xls Dannenbaum Engineering Corporation ENGINEER'S PRE -DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Contract 5C - Capers Ave., Osborne Ln., Ransom Ter., & Plant Ave. City Project No. 00950 DEC Job No. 0043-97 Project Manager: Dena Johnson, P.E. ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Paving Improvements: 00100 Storm Water Pollution Prevention Plan > Than 1 Ac SWPPP - LS 1 $ 71500,00 $ 7,500,00 00119 Pipe -Sub Drain-6 Inch Perforated - Install LF 100 18.00 11800.00 00147 Topsoil -- Install CY 877 16.50 1 14,470,50 00181 Traffic Control - Study LS 1 18,000,00 19,800,00 00402 Driveway - Remove SF 11,700 1.10 12,870,00 00404 Driveway-6 Inch - Install SF 11,700 5.00 58,500,00 00407 Mailbox - Install EA 90 50.00 43500,00 00408 Mailbox - Remove EA 90 25.00 21250000 00411 Retaining Wall - Install CY 20 410.00 81200.00 00414 Utility Adjustment - Repair LS 1 152000,00 16,500.00 00424 Curb & Gutter _ Remove LF 71530 2.00 151060,00 00450 Pavement-6 Inch -- Install SY 12,969 30.00 3893070.00 00457 Pavement -Concrete - Remove SY 11297 6.75 81754,08 00469 Pavement -Silicone Joint Sealant - Install LF 131178 1.40 18,449.20 00471 Pavement -Transition -Min 6 Inch HMAC - Install TONS 108 92.00 91936.00 00472 Pavement -Unclassified Street Excavation - Remove CY 23440 19.00 461360,00 00484 Subgrade-6 Inch -Lime Stabilized-28 Ibs/sy - Install SY 131804 2.50 341510.00 00496 Subgrade-Lime for Stabilization - Install TONS 193 110.00 21,230,00 00504 Sign -Project Designation - Install EA 8 300.00 21400, 00 00529 Walk - Remove SF 10,180 0.90 91162,00 00530 WalkA Ft - Install SF 10,180 4.00 40,720,00 00532 Walk-ADA Wheelchair Ramp - Install SF 21100 4.75 91975,00 00533 Walk-ADA Wheelchair Ramp - Remove SF 21100 1.10 21310,00 00752 Vault -Vault Adjustment to Grade - Rehab EA 15 250.00 3,750.00 00843 Curb-7 Inch _ Install LF 71530 3.25 241472.50 00848 Meter Box -Adjustment - Services EA 92 35.00 31220,00 00849 Manhole -Adjustment -- Services EA 7 350.00 21450,00 Paving Subtotal $ 788,219.28 Contingencies (10%) 781821.93 Paving Total $ 867,000.00 Minor Drainage Allowance (5%) $ 43,400.00 TOTAL PAVING DRAINAGE CONSTRUCTION $ 910,400.00 G:\1210\0043-97 COFW CIPWdmin\Project\Cost Estimate\0043-97 Opinion of Cost Concrete 2008-05-27.x1s Dannenbaum Engineering Corporation ENGINEER'S PRE -DESIGN OPINION OF CONSTRUCTION COST CONCRETE PAVING PROJECT NAME: 2007 Critical Capital Projects (Council District 5) Date: May 27, 2008 Contract 5C - Capers Ave., Osborne Ln., Ransom Ter., & Plant Ave. City Project No, 00950 DEC Job No. 0043-97 Project Manager: Dena Johnson, P.E. G:\1210\0043-97COFWCIP\Admin\Project\CostEstimate\0043-97 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL AMOUNT Water Improvements: 00442 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary - Install F tEA 41681 $ 9,00 $ 42 129.00 00546 Fire Hydrant - Install A 5 11930.00 91650.00 00547 Fire Hydrant - Remove 1 250.00 250.00 00548 Fire Hydrant -Barrel & Stem Extension - Install VF 15 50.00 750.00 00549 Meter Box - Relocate EA 13 1 150.00 11950.00 00550 Meter Box -Class A - Install EA 81 105.00 8,505.00 00568 1 Pipe Fittings- < Than 16 Inch DI Pipe - Install TONS 1.2 41700.00 5,640.00 00587 Pipe -Pressure - Abandon EA 6 5.00 30,00 00594 Pipe-Pressure-16 Inch - Install LF 0 50,00 00616 Pipe-Pressure-6 Inch - Install LF 36 31.00 12116.00 00618 Pipe-Pressure-8 Inch - Install LF 31265 35,00 1141275.00 00713 Valve-1 Inch -Air & Vacuum Release - Install EA 0 1 3,500.00 00719 Valve-16 Inch -Gate Valve w/Vault - Install EA 0 2,500.00 00720 Valve-16 Inch -Gate Valve w/Vaull - Remove EA 0 500.00 - 00745 Valve-6lnch-Gate-w/ValveBox -Install EA 5 600.00 31000.00 00749 Valve a Inch -Gate- wNalve Box~ Install EA 10 800.00 81000.00 00751 Valve Gate - Remove EA 5 200.00 11000.00 00758 Water Service-1 Inch - Install LF 21300 12,00 271600.00 00762 Water Service-1 Inch -Tap to Main - Install EA 92 1 500.00 46 000.00 00768 Water Service-2Inch-Temporary -Install LS 1 15,000.00 131500.00 Water Subtotal $ 283,395400 Contingencies (10%) 28,339,50 Water Total $ 311,700.00 Sewer Improvements: 00196 Collar -Manhole - Install EA 7 $ 210.00 $ 11470.00 00201 Inspection -Post Construction Cleaning & TV - Study LF 21060 1.50 31090.00 00202 Inspection-Precenstruction Cleaning & TV - Study LF 200 1.50 300.00 00206 Manhole - Remove EA 4 550.00 21200,00 00213 Manhole-Std 4 Ft Diam-(to 6 Ft Depth) - Install EA 7 21000.00 14,000.00 00214 Manhole-Sld 4 Ft Diam-Added Depth (over 6 Ft Depth) - Install VF 21 115.00 2 415.00 00217 Manhole -Vacuum Test - Services EA 7 125.00 875.00 00218 Manhole -Watertight Insert - Install EA 7 85.00 595.00 00258 Pipe-Sewer-12 Inch-SDR26 (Al Depths) - Install LF 0 62.00 00259 Pipe-Sewer-12 Inch-SDR35 (AII Depths) - Install LF 0 55.00 - 00350 Pipe-Sewer-8 Inch-SDR26 (AII Depths) - Install LF 70 41.00 21870.00 00351 Pipe-Sewer-8 Inch-SDR35 (AII Depths) - Install LF 1 990 36,00 71,640.00 00354 Sewer Service-4 Inch - Install LF 800 16.00 121800.00 00355 1 Sewer Service-4 Inch Service Tap - Install EA 32 400.00 121800.00 00356 Sewer Service-4 Inch-2 Way Clean Out - Install EA 32 180.00 51760.00 00372 Trench Safety System 5 Foot Depth - Install LF 21060 1.00 23060.00 00442 Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary - Install LF 21930 9.00 26 370.00 00493 Subgrade-Crushed Limestone For Misc. Placement - Install CY 12 25.00 300.00 00839 Concrete -Type E - Install CY 12 65.00 780.00 Sewer Subtotal $ 160,325.00 Contingencies (10%) 16,032.50 Sewer Total $ 176,400.00 Total Water & Sanitary Sewer Improvements $ 488,100.00 Paving Total $ 867,000.00 Drainage Total $ 43l400.00 TOTAL CONSTRUCTION COST $ 1,398,500.00 Opinion of Cost Concrete 200EI-05-27.x1s ATTACHMENT "C" CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 5) City Project Nos. 00946, 00947, & 00950 NONE ATTACHMENT D-1 DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT Schedule CU of Fort Worth 2007 Critical Capital Project Council District 5 Project Nos. 00946, 00947, & 00950 PROJECTED ACTUAL ID Task Name Duration Start Finish Duration Start Finish 1 Notice to Proceed 0 days 29-Sep-08 29-Sep-08 2 Topographic Survey 40 days 29-Sep-08 21-Nov-08 3 Design Phase 140 days 21-Nov-08 5-Jun-09 4 Conceptual Engineering 35 days 21-Nov-08 9-Jan-09 5 Pre -Des in Coordination Meeting 0 days 21-Nov-08 21-Nov-08 6 Prepare Conceptual Engineering Plans (30%) 20 days 24-Nov-08 19-Dec-08 7 30% Concept Plan Submittal 0 days 19-Dec-08 19-Dec-08 8 City of Fort Worth Review 10 days I 22-Dec-08 2-Jan-09 9 Project Review Meeting 0 days 2-Jan-09 2-Jan-09 10 Address City Comments 5 days 5-Jan-09 9-Jan-09 11 Preliminary Engineering 55 days 12-Jan-09 27-Mar-09 12 Prepare Preliminary Plans & Specifications (60%) 40 days 12-Jan-09 6-Mar-09 13 60% Preliminary Plan Submittal 0 days 6-Mar-09 6-Mar-09 14 City of Fort Worth Review 10 days 9-Mar-09 20-Mar-09 15 Project Review Meeting 0 days 20-Mar-09 20-Mar-09 16 Address City Comments 5 days 23-Mar-09 27-Mar-09 17 Submit Plans to Utility Companies 0 days 27-Mar-09 27-Mar-09 18 Neighborhood Meeting 0 days 27-Mar-09 27-Mar-09 19 Final Engineering 50 days 30-Mar-09 5-Jun-09 20 Prepare 90% Plans & Specifications 30 days 30-Mar-09 8-May-09 21 90% Plan Submittal 0 days 8-May-09 8-May-09 22 City of Fort Worth Review 5 days 11-May-09 15-May-09 23 Project Review Meeting 0 days 15-May-09 15-May-09 24 Incorporate Final City Comments 10 days 18-May-09 29-May-09 25 Franchise Utility Relocation 45 days 30-Mar-09 1 29-May-09 26 Submit Final Plans & Specifications (100%) 0 days 29-May-09 29-May-09 27 Circulate Plans for Signature 5 days 1-Jun-09 5-Jun-09 28 Construction Phase 276 days 11-Jun-09 2-Jul-10 29 Pre -Construction 46 days 11-1un-09 14-Aug-09 30 Advertise Project 0 days 11-Jun-09 11-Jun-09 31 Advertisement Duration 20 days 12-Jun-09 9-1ul-09 32 Open Bids 0 days 9-Jul-09 9-Jul-09 33 M&C Circulation 18 days 10-Jul-09 4-Aug-09 34 Council Award 0 days 4-Aug-09 4-Aug-09 35 Execute Contract Documents 8 days 5-Aug-09 14-Aug-09 36 Pre -Construction Neighborhood Meeting 0 days 13-Aug-09 13-Aug-09 37 Pre -Construction Meeting 0 days 14-Aug-09 14-Aug-09 38 Project Construction 230 days 17-Aug-09 2-,Iukl0 39 Water & Sewer Construction 50 days 17-Aug-09 23-Oct-09 40 Paving & Drainage Construction 180 days 26-Oct-09 2-JuI40 Q_ L _ a c of c' N: 0 ui o a o€ 0 e >e.0qkdo G m V IZf Z `L C iPPAPPPPP f c o e U 0i 0 2 2 a a 0 a u m C c o p — o m o y U m c m i` U U Qt c e a a c U CP p v E m>> LL c O _ E > a m � a > a c E y c t E a c o c N o 7 m c c lJ �S a 2 0 c a o E b c p LL i a mm jai c a n. p 7 F I- i - a E c E _ a z °> 'm IN - E E c UP i m C U w - 0 i °o m o m c Q � J mi t cME [ N; a Z m'- m U2 a W W U p E C E U d W Q J-' E m Q O E PPPP Q a EL O€Z Q J Cm _IrPPP PPIPP. m m o r` -ice 'IrPPP ro r e orn � o I'.v r U n b N M M N h NN n m m :LL LLTPPP .- tL LL U. 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To begin this process the Administrative Technician will first request and receive hard copies of timesheets from all divisions except Construction Services. She'll receive Time and Attendance records from Construction Services. The Time and Attendance record is the�fmal version of the timesheet that is submitted to Payroll. Once all Timesheets and Time and Attendance records have been received the Administrative Technician will review these sheets for errors and request edits. The review is a careful person by person check of the use of action and project codes. The Administrative Technician searches to ensure that: regular time is not applied to overtime; holiday pay is not applied to a non holiday and similar cross checks on the way that the time is recorded on the time sheet. Once all edits have been made this information is input into the Time and Attendance sheets. These sheets along with the mileage records are walked and hand delivered to the Payroll Department. Once these documents have been delivered to the Payroll Department this process is complete. DATE: Tuesday, September 16, 2008 LOG NAME: 302007CODIST5 SUEJECT: Authorize Execution of an Engineering Agreement in the Amount of $451,313.00 with Dannenbaum Engineering Corporation, for Pavement Reconstruction and Water and Sanitary Sewer Main Replacements on 5A—Bideker Avenue, Bright Street and Burton Avenue; 5B-Avenue M, Edgewood Terrace South and Valley Vista Drive; 5C-Capers Avenue, Osborne Lane, Ramson Terrace and Plant Avenue (Project Nos. 5A-00946, 5B-00947, 5C-00950) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreement with Dannenbaum Engineering Corporation, in the amount of $451,313.00 for pavement reconstruction and water and sanitary sewer main replacements on 5A—Bideker Avenue, Bright Street and Burton Avenue; 5B- Avenue M, Edgewood Terrace South and Valley Vista Drive; 5C-Capers Avenue, Osborne Lane, Ramson Terrace and Plant Avenue (Project Nos. 5A-00946, 5B-00947, 5C-00950). DISCUSSION: On March 6, 2007, M&C G-15621 the City Council authorized the sale of $42,325,000.00 in Certificates of Obligation for the purpose of funding part of the Critical Capital Needs Program. That amount included funds for pavement reconstruction on the following streets: Street Bideker Avenue Bright Street Burton Avenue Avenue M Edgewood Terrace South Valley Vista Drive Capers Avenue Osborne Lane Ramson Terrace Plant Avenue Limit Martin Luther King Freeway to Bishop Street East Berry Street to Reed Street Vaughn Boulevard to Campbell Street Miller Avenue to South Hughes Avenue Judy Lane to Hampshire Boulevard 100 Feet South of Highway 10 to East Hurst (Highway 10) Stalcup Road to Farrell Lane South Hampshire Boulevard to Old Handley Road Maceo Lane to Truman Drive Craig Street to Cravens Road Dannenbaum Engineering Corporation proposes to perform the necessary design work for a lump sum fee of $451,313.00. City Staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $192,209.02: 5A: water; $25,550.00 sewer; $10,950.00 and streets; $56,812.26; 5B: water; $16,060.00 sewer; $10,950.00 and streets; $28,707.26; 5C: water; $10,950.00 sewer; $10,950.00 and streets; $21,279.50 is required for project management by Logname: 302007CODISTS Page 1 of 3 the Engineering Department. M/WBE — Dannenbaum Engineering Corporation is in compliance with the City's M/WBE Ordinance by committing to 26 percent M/WBE participation. The City's goal on this project is 24 percent. This project is located in COUNCIL DISTRICT 5, Mapsco, 54W. 78R, 78S, 78T, 78U, 79E, 79L, 79M, 79Q and 79R. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the 2007 Critical Capital Program Fund. TO Fund/Account/Centers FROM Fund/Account/Centers P265 531200 605170094631 $15.606.00 P265 531200 605170094632 $29,654.00 P265 531200 605170094633 4 942.00 P265 531200 605170094651 $14.000.00 P275 531200 705170094631 2 166.00 P275 531200 705170094632 4 333.00 P275 531200 705170094633 722.00 P275 531200 705170094651 2 372.00 C295 531200 205400094631 $39,024.00 C295 531200 205400094632 $78,047.00 C295 531200 205400094633 $13,008.00 C295 531200 205400094651 $17,150.00 P265 531200 605170094731 6 386.00 P265 531200 605170094732 $12,774.00 P265 531200 605170094733 2 129.00 P265 531200 605170094751 3 687.00 P275 531200 705170094731 $3,448.00 P275 531200 705170094732 6 898.00 P275 531200 705170094733 1 150.00 P275 531200 705170094751 2 251.00 C295 531200 205400094731 $15,712.00 C295 531200 205400094732 $31,426.00 C295 531200 205400094733 5 238.00 C295 531200 205400094751 5 938.00 P265 531200 605170095031 $6,834.00 P265 531200 605170095032 $13,669.00 P265 531200 605170095033 2 278.00 P265 531200 605170095051 5 871.00 Logname: 302007CODISTS Page 2 of 3 P275 531200 705170095031 $3,793,00 P275 531200 705170095032 $7588,00 P275 531200 705170095033 1 265.00 P275 531200 705170095051 $3,541600 C295 531200 205400095031 $23,700000 C295 531200 205400095032 $47,401,00 C295 531200 205400095033 $7,900,00 C295 531200 205400095051 $9,412000 Submitted for City Manager's Office by• Fernando Costa (8476) Originating Department Head.• A. Douglas Rademaker (6157) Additional Information Contact: Dena Johnson (7866) Logname: 302007CODISTS Page 3 of 3