Loading...
HomeMy WebLinkAboutContract 35550 AMENDMENT NO. 1 STATE OF TEXAS $ CITY SECRETARY CONTRACT NO. (No M&C Needed) COUNTY OF TARRANT $ WHEREAS, the City of Fort Worth (City) and HDR Engineering, Inc. , (Engineer) made and entered into City Secretary Contract No. 34078, (the Contract) which was authorized by the City Council by M&C C-21717 on the 26t' day of September 2006; and WHEREAS, the Contract involves engineering services for the following project: Engineering Design Services: Street Reconstruction, Water and Sewer Replacement on Hudson Street (Scott Ave to Bomar Ave) , South Perkins Street (Panola Ave to Hawlet Ave) , Hazeline Road (Rampart St to S. Ayers Ave) and Collard Street (Purington Ave to E. Lancaster Ave) , 2004 CIP Contract Year 4 & 5, Contract 51, Project No. 00453; DOE No. 5410 WHEREAS, it has become necessary to execute Amendment No. 1 to said Contract to include an increased scope of work and revised maximum fee; NOW THEREFORE, City and Engineer, acting herein by and through their duly authorized representatives, enter into the following agreement which amends the Contract: 1 . Article I of the Contract is amended to include the additional engineering services specified in a proposal letter dated March 29,2007 , a copy of which is attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer total $21,450.00 . 2 . Article II of the Contract is amended to provide for an increase in the maximum fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall not exceed the sum of $154,783.00. qq rN. ORI N GI AL 3. All other provisions of the Contract which are not expressly amended herein shall remain in full 'Lorca and effect. EXECUTED on this the day of , 2007, in Fort Worth, Tarrant County, Texas. ATTEST: ILL Marty Hendrix NO M&C REQUIRED City Secretary APPROVAL RECOMMENDED: APPROVED: 1 A. Douglas Rademaker, P.E. Marc A. Ott Director, Department of Assistant City Manager Engineering IIUJJ HDR Engineerinc. Inc. ENGINEER By: 1 Name: Dennis W. Schulze, P.E. Vice President 210 E. 3=d Street #300 Fort Worth, Texas 76102 APPROVE TO FO AND L ITY: Assistan C' y At rney -2- F � e ONE COMPANY 114an), Solwions s. March 29, 2007 City of Fort Worth . Engineering Department ATTN: Dena Johnson, P.E. 1000 Throckmorton Street Fort Worth, Texas 76102-6311 Re: Adding Professional Geotechnical Services to: 2004 CIP NEIGHBORHOOD STREET PROJECT NO. 453, CONTRACT NO. 51 Dear Ms. Johnson: This letter is in regard to the request for a fee proposal for adding geotechnical services to the above referenced project. Project Scone Please see attached geotechnical scope of services. The Geotechnical study deliverables are summarized as follows: Geotechnical Engineering Report including the following: Task I—Preparatory Phase • Research utility locations; include: coordination with City. • Arrange for DIGTES location of utilities; • Identify and mark optimum bore locations. Task H—Drilling and Sampling • Mobilization of Drilling Equipment; - • Traffic control devices at drilling bore locations. • Obtain soil samples from specified bore locations o Note: 10 bore locations anticipated Task III—Laboratory Testing • Perform laboratory Tests for New Roadway Design. Task IV—Analysis/Reporting • Analyze laboratory test results, o Use traffic usage figures as provided by City. • Report Analysis and recommendations. o .Prepare Rigid Pavement design parameters Praiect Schedule The geotechnical study will be complete within 6 weeks from the time authorization is received. The results of the study will be included in the preliminary engineering report for the project. Comaensation HDR Engineering,Inc.. proposes to provide the above mentioned basic services for a lump sum fee of$21,450.00 Sub-consultant Geotechnical Study Fee $19,500.00 HDR Markup (10%) - 1950.00 Total Fee: $21,450.00 Should you have any questions or require additional information at this time,please do not hesitate to contact,me (817)333-2$01 or Jerry Stewart at(817)333-2802. We sincerely look forward to working with you and your staff. Sincerely, HDR ENGINEERING, INC. Dennis W. Schulze, P.E. Vice President HDR Engineering, Inc. droTech Engineering,Inc. jF A/ Y Engineers • Surveyors • Planners • Hydrologists January 4, 2007 Mr. Jerry Stewart Project Manager HDR Enjineering, Inc. 210 E 3 Street, Suite 300 Fort Worth, TX 76102 RE: Proposal to Render Geotechnical Investigative Services City of Fort Worth, 2004 CIP Neighborhood Street Project No. 451 Contract No. 51 Dear Mr. Stewart: Pursuant to your request, we are herewith presenting our proposal to render Geotechnical Investigation services for the following streets, located within the limits of the City of Fort Worth: Hudson Street 750 t linear feet from Scott Avenue to Bomar Avenue South Perkins Street 1,500 t linear feet from Panola to Hawlett Avenue Hazeline Road 2,000 t linear feet from Rampart Street to South Ayers Avenue Collard Street 1,000 t linear feet from Purlington Avenue to East Lancaster Avenue The general scope of professional engineering services includes: Preparation; Drilling and Sampling; Laboratory Testing; and Analysis and Reporting. BASIC ENGINEERING SERVICES Preparation • Research utilities locations; include: coordinaton with City of Fort Worth; • Coordinate with DIGTES for location of public utilities; • Identify and mark optimum bore locations. Drilling and Sampling • Mobilization of Drilling equipment; • Traffic Control— Place appropriate traffic control devices as required at drilling bore locations; • Obtain soil samples from specified bore locations—total of 10 bores: o Hudson Street—2 bores o South Perkins Street—3 bores o Hazeline Road—3 bores o Collard Street—2 bores 3610 West Pioneer Parkway,Ste.218 • Arlington,Texas 76013 0 Office: 817-277-1810 • Fax: 817-277-3416 Mr. Jerry Stewart January 4, 2007 Page 2 of 4 Laboratory Testing • Perform Laboratory Tests for new Roadway Design o Atterberg limits (liquid and plastic limits, 10 tests maximum) o Percent passing No. 200 sieve (10 tests maximum) o Moisture content (30 tests maximum) o Swell at overburden (4 tests maximum) o Optimum lime content (Eades & Grim) (4 tests maxinum) Analysis /Reporting • Analyze laboratory test results Use roadway traffic usage figures, as provided by Client • Report Analysis and recommendations to Clientto contain: o Plan of borings illustrating the approximate locating of each boring and scale to which the drawing is made, o Log of each boring indicating the boring number, depth of each stratum soil classification and description, and groundwater information; o Summary of laboratory tests result$ o Discussion of subsurface soil and groundwater conditions; o Calculate Potential Vertical Rise (PVR); o Calculate California Bearing Ratio (CBR); o Calculate pavement thickness in accordance with City of Fort Pavement Design Standards Manual 2005; o Recommendations for subgrade modification/stabilization as appropriatq o Recommendations regarding earthwork operations, site grading, drainage and other aspects of construction that impact expansive soil and/or pavement system performance; o Four bound copies of the report and o Rigid Pavement Design parameters. ADDITIONAL ENGINEERING SERVICES We advise that specific tasks not covered and/or authorized under the professional services fee for 'Basic Engineering Services"may be deemed necessary to complete the Client's requirements. Therefore, such task items may be included under "Additional Engineering Services". The task items that are excluded from the scope of services under Basic Engineering Services'; are, but not limited to the following items: • changes in the scope of services under"Basic Engineering Services'; • permit/filing fees imposed by local, State, and/or Federal regulatory agencies; • providing on-site construction observations and reporting; • pre-construction conferences; • construction management services; • providing "as-built" plans; Mr. Jerry Stewart January 4, 2007 Page 3 of 4 • providing reproductions of project/construction documents; • deliveries of project related documents. Other unspecified project related activities, not contained in the aforementioned "Basic Engineering Services'; may be accomplished under the attached hourly "Rate Schedule." We advise that no proiect work items and/or tasks shall proceed under Additional Engineerin_ Services without Client's authorization of the same. The aforementioned tasks encompass our scope of services, considered as "Basic Engineering Services." The Consultant shall perform said tasks and the Client shall pay the Consultant for rendering said "Basic Engineering Services"in accordance with the payment schedule listed below: COMPENSATION JEA/HydroTech Engineering, Inc. proposes to perform the Basic Engineering Services for a lump sum fee of Nineteen Thousand Five Hundred and No Hundredths Dollars ($19,500.00) NOTE.Basic Engineering Services fee includes the City of Fort Worth's"roadway work"permit fee that is estimated at approximately$100.00. The Consultant will bill the Client monthlyfor any and all cost incurred during a particular month.The Consultant will bill the Client for "Basic Engineering Services"and/or "Additional Engineering Services"rendered within a given month amounting to no less than a proportionate share of the amount of work performed for lump sum items and in accordance with our established rate schedule for reimbursable items. The Client shall promptly process any and all invoices/bills, received from Consultant,for payment to the Consultant. Payment to the Consultant shall not be delayed for more than thirty (30) days from the date Client receives said invoices/bills and/or from the date that Documents were submitted from the last complete or partially complete Phase(s) of the project's design schedule under "Basic Engineering Services". If payment to the Consultant is received after a period of thirty (30) days, the Client shall pay the Consultant interest charges for late payments. The interest charge for late payment shall be one and one-half percent per month (1- 1/2%/month),and shall apply to any unpaid amount shown on any invoice which is not paid within thirty(30)days of receipt.Subsequent invoices/bills submitted to the Client shall show such interest charged to the Client until such time that the amount due is paid in full. ANTICIPATED SCHEDULE We anticipate completing the scope of working under"Basic Engineering Services"within forty-five (45)working days from the date of acceptance of this proposal; Site Plans;the Consultants receipt of existing Roadway surveys; and the City of Fort Worth's issuance of permit; and/or related documents. The anticipated "time of completion" shall be defined as the "Design Period". We advise that the required review time, by city/town officials and/or authorized project personnel, is not included in the "Design Period".Additional time to coordinate review comments will exceed the mentioned"Design Period". Mr. Jerry Stewart January 4, 2007 Page 4 of 4 NOTE:JEA/HydroTe,ch reserves the right to withdraw and/or rescind this proposal if Client does not accept proposal within ninety (90) calendar days from the last date signed by Consultant. If we may clarify any item of this proposal/professional services agreement, please advise. Thank you for your courtesy and consideration. Sincerely, HydroTech Engineering, Inc. By: E.J. P.E. Attachment: General Terms and Conditions Rate Schedule