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HomeMy WebLinkAboutContract 32301-A4 CITY SECRETARY AMENDMENT No.4 CONTRACT NO. TO CITY SECRETARY CONTRACT No. 32301 WHEREAS, the City of Fort Worth (CITY) and Teague Nall and Perkins, Inc. , (ENGINEER) made and entered into City Secretary Contract No. 32301, (the CONTRACT) which was authorized by M&C C-20925 on the 30th day of April, 2005 in the amount of $243, 900 . 00; and WHEREAS, the CONTRACT was subsequently revised by: Amendment Number 1 in the amount of $17, 600 . 00 which was administratively authorized on January 31, 2007, Amendment Number 2 in the amount of $599, 650 . 00 which was authorized by M&C # C-23031 on September 9, 2008, and Amendment Number 3 in the amount of $123, 897 . 00 which was authorized by M&C # C- 25219 on October 18, 2011; and WHEREAS, the CONTRACT involves engineering services for the following project: 2004 CIP Stream WF-4 (Lebow Channel) Hydrologic and Hydraulic Analysis, Project No. 00084; and WHEREAS, it has become necessary to execute Amendment No. 4 to the CONTRACT to include an increased scope of work and revised 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 dated April 12, 2012, a copy of which is attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer totals $24,505. 00. (See Attached Funding Breakdown Sheet, Page -3-) 2 . Article II of the CONTRACT is amended to provide for an increase in the 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 be an amount of $1, 009,552. 00. City Fort worth OFFICIAL RECORD Professional Services Agreement Amendment Template PMO Official Release 8/1/2012 Page f of 3 CITY SECRETARY 11 -07-12 P05 :03 IN FTs WORTH,TX 3. All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and effect. EXECUTED and EFFECTIVE as of the date last written by a signatory, below. APPROVED: City of Fort Worth NGINEER T ague all & Perk ' s, Inc. Fernando Costa Michael A. Jone Assistant City Manager Principal DATE: / / DATE: APPR AL RECOMMENDED: jj �- C,J , tj Dougla W. Wiersig, P. Director, Transportation & Public Works Department APPROVED AS TO FORM AND LEGALITY: M&C: - Z-iH 6 Date: 12 Douglas W. Black Assistant City Attorney ATTEST: �� �ooa � � d ]. a rY J5. r °0 0 y 00000000 p. City Secr aryxAs AtLO.db4 City of Fort Worth Professional Services Agreement Amendment Template OFFICIAL RECORD PMO Official Release 8/1/2012 Page 2 of 3 CITY SECRETARY FT,WORTH,TX FUNDING BREAKDOWN SHEET City Secretary No. 32301 Amendment No. 4 Department Fund-Account-Center Amount T/PW P227-531200-202280008431 $24, 505 . 00 Total : $24, 505 . 00 City of Fort Worth Professional Services Agreement Amendment Template PMO Official Release 8/1/2012 Page 3 of 3 N-? TEAGUE NALL AND PERKINS Civil Engineering Surveying Landscape Architecture Planning April 12, 2012 Mr. Rick Shaffer, P.E City of Fort Worth Storm Water Management Division 900 Monroe St., Suite 404 Fort Worth, Texas 76102 RE: AMENDMENT NO. 4 - LEBOW CHANNEL ENGINEERING PLANNING/STUDY SERVICES: Schematic Plan CITY OF FORT WORTH PROJECT NO. 00084 (TNP Project No. FTW 05200) Dear Mr. Shaffer: Attached is an updated and revised proposal for Amendment No. 4 — Lebow Channel Engineering Planning/Study Services: Schematic Plan, per your request. We have included Attachment A (Supplemental Scope of Services) for your review and consideration and agree to perform the services described in the supplemental scope for an additional fee of $24,505, plus the reallocation of $18,500 of unused funds from the previous Amendment No. 2, Special Service Task 2.6. Please do not hesitate to contact me if you have any questions or need further information. I will be glad to provide clarification and/or explanation wherever needed. We look forward to the opportunity to continue our partnership with the Storm Water Group and the City of Fort Worth. Sincerely, TEAGUE NALL AND PERKINS, INC. Kyle Dykes, P.E., CFM Project Manager Attachments 1100 Macon Street •Fort Worth,Texas 76102.817.336.5773 phone•817.336.2813 fax www.tnp-online.com ATTACHMENT "A" GENERAL SCOPE OF SERVICES LEBOW CHANNEL SCHEMATIC PLAN City Project No. 00084 Scope for Engineering Design Related Services for Storm Water Improvements Projects The scope set forth herein defines the work to be performed by the ENGINEER in completing the project. Both the CITY and ENGINEER have attempted to clearly define the work to be performed and address the needs of the Project. Under this scope, "ENGINEER" is expanded to include any sub-consultant, including surveyor, employed or contracted by the ENGINEER. OBJECTIVE The objective of this contract amendment is to supplement previous scopes of work on the Lebow Channel. This additional work includes: evaluating existing detention effects and potential detention pond improvements in Upper Lebow, north of 36th Street, in order to determine: • What detention improvement alternatives will eliminate the need for channel improvements downstream, between DeRidder Ave. and 36th St.? • What detention improvements will allow for downstream channel improvements to be contained within the existing 40' Drainage Right of Way (DeRidder Ave. to 36th St.)? • What potential water quality enhancements could result from or be incorporated into these proposed detention facilities? • What is the cause of flooding along the north side of DeRidder Ave. between Blue Mound Rd. and Lebow Channel, and what are potential mitigation measures? • What are the anticipated FEMA mapping needs and/or Section 404 environmental permitting needs associated with each improvement alternative? WORK TO BE PERFORMED TASK 7. DETENTION EVALUATION UPSTREAM OF 36TH ST. ENGINEER will evaluate detention improvement alternatives for various locations upstream of Terminal Rd. in combination with channel improvements between DeRidder Ave. and 36th St. Improvement alternatives will be evaluated based on constructability, cost, and downstream impacts, including water quality enhancement potential. Results and recommendations will be summarized in report format. Basic Services for Task 7 will be compensated on a lump sum basis and include: 7.1 Data Collection — Collect additional data pertaining to existing detention ponds, and stormdrain infrastructure pertinent to evaluating existing conditions and improvement alternatives. In addition to geospatial data previously obtained for this project, anticipated data includes as-built drawings, information regarding potential development projects, field observations, and flood complaint data from the CITY's archives. Anticipated field data includes observing field conditions for potential City of Fort Worth,Texas Attachment A PMO Release Date: Page 1 of 4 improvement opportunities, conflicts, and land availability. This will also include measurements for calculating storage volumes, verification of outlet structures and conditions, etc...to help determine/validate stage-storage and discharge rating curves. 7.2 Existing Conditions Analysis—This Task item involves updating the Schematic Plan model (HEC-HMS) to include existing detention facilities in sub-basin DA-1, which includes all runoff upstream (west) of Blue Mound Rd. Modeling data for existing facilities will be based on data collected as part of Task 7.1, which does not include ground surveys. The model prepared for this Task will serve as the base condition model for the remainder of this study. Results will be documented in a brief summary report including: analysis methods, peak discharges, pond routing summaries, and graphical representation of existing detention facilities. 7.3 Property Evaluation for Detention Improvements— Based on preliminary findings in Tasks 7.1 and 7.2, ENGINEER will evaluate existing detention sites to determine the practicality of modifying and/or enlarging these facilities to provide additional detention capacity. ENGINEER will also evaluate existing storm drainage systems and/or runoff patterns to determine the practicality of routing additional drainage through existing or future detention facilities. The ENGINEER will coordinate with CITY to identify and/or eliminate properties from the evaluation. Findings and recommendations will be discussed with CITY at a coordination meeting and documented in a combined summary report with Task 7.2. At the conclusion of Task 7.3 the ENGINEER, in conjunction with the CITY, will have determined every property that is to be considered for the improvement alternatives of Task 7.4. 7.4 Improvement Alternatives— Develop and evaluate up to six (6) improvement alternatives to address flood risk along Lebow Channel, north of 36th St. Each alternative will consist of detention ponds, channelization, or some combination of both for all properties/facilities identified in Task 7.3. Supporting hydrologic and hydraulic models will be performed using HEC-HMS and HEC-RAS. Anticipated alternatives include: 1. 100-YR Design Storm within existing channel, 2. Design Storm Variance within existing channel, 3. 100-YR Design Storm, maximize existing easement, 4. Design Storm Variance, maximize existing easement 5. Following the completion of Task 7.3 the ENGINEER will prepare a more detailed description of each alternative, and schedule a coordination meeting with City staff to refine the list of hydrologic and hydraulic model alternatives to be evaluated. Any alternative evaluated beyond the four (4) selected, will be considered outside the scope of this Task. To complete the study; the methods, results, recommendations, and opinion of probable construction costs will be documented in a summary report, including: tables, schematic level graphics, and digital support data. City of Fort Worth,Texas Attachment A PMO Release Date:08/27/2010 Page 2 of 4 ASSUMPTIONS • Up to five (5) meetings with CITY staff to facilitate the study, refine improvement alternatives, and present the summary report. • Hydrologic and hydraulic models from the updated Schematic Plan will serve as the basis for this study. Supporting model data will be provided in HEC-HMS and HEC-RAS format. • A maximum of four (4) improvement alternatives will be evaluated and reported on, within the BASIC SERVICES of this scope of work. DELIVERABLES A. 8 '/2" by 11" Summary report for existing conditions and property evaluation. B. 8 '/2" by 11" Summary report for improvement alternatives. C. Digital copy of the summary, support data and computer models. TASK 8. STUDY THE CAUSE OF FLOODING ALONG DeRIDDER AVENUE ENGINEER will study the cause of flooding for the repetitive-loss properties along DeRidder Ave., and evaluate potential mitigation measures. Basic Services for Task 8 will be compensated on a lump sum basis and include: 8.1 Survey—Collect ground survey data to better define the berm and drainage paths along DeRidder Ave. on the north side, between Blue Mound Rd. and Lebow Channel. This task does not include a full topographic survey. 8.2 Evaluate Flood Source— Perform a more detailed analysis of the existing pond, outfall structure and berming/grading around the pond to the north of these properties (on the former FAA site). The survey and detention analysis are anticipated to either reveal or eliminate the pond as the source of flooding along DeRidder. If the pond is ruled out as the flood source, lot-to-lot drainage and street drainage will be evaluated as possible sources. 8.3 Improvement Alternatives— Based on the findings of Task 8.2, develop improvement alternatives that can address the flooding issues, and that can be implemented independently of the overall Lebow Channel improvements. Findings and recommendations will be summarized in a letter report, including opinions of probable construction cost. ASSUMPTIONS • Up to two (2) meetings with CITY to facilitate the study and present the summary report. • Improvement alternatives for this task will be evaluated based on the existing conditions model generated in Task 7.2 along with additional detailed survey data. These improvement alternatives will be independent of any channel improvement alternatives listed in Task 7. City of Fort Worth,Texas Attachment A PMO Release Date:08/27/2010 Page 3 of 4 • This evaluation is limited to flooding issues along DeRidder Ave. on the north side, between Blue Mound Rd. and Lebow Channel. • This Task does not include any FEMA coordination or flood mapping. DELIVERABLES A. Summary report B. Digital copy of the letter report and support data, including survey points file. ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES Additional Services not included in the existing Scope of Services—CITY and ENGINEER agree that the following services are beyond the Scope of Services described in the tasks above. However, ENGINEER can provide these services, if needed, upon the CITY's written request. Any additional amounts paid to the ENGINEER as a result of any material change to the Scope of the Project shall be agreed upon in writing by both parties before the services are performed. These additional services include the following: • Negotiation of easements or property acquisition. • Services related to development of the CITY's project financing and/or budget. • Services to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. • Performance of miscellaneous and supplemental services related to the project as requested by the CITY. City of Fort Worth,Texas Attachment A PMO Release Date:08/27/2010 Page 4 of 4 City of Fort Worth, Texas Mayor and Council Communication __ COUNCIL'ACTION: Approved„on,10/2/2012 DATE: Tuesday, October 02, 2012 REFERENCE NO.: **C-25896 LOG NAME: 20SW 00084 LEBOW AMEND. 4 SUBJECT: Authorize Execution of Amendment No. 4 to City Secretary Contract No. 32301,an Engineering Agreement with Teague Nall and Perkins, Inc., in the Amount of$24,505.00 for the Stormwater Utility Project-Lebow Channel Watershed Improvements (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize the execution of Amendment No. 4 to City Secretary Contract No. 32301 with Teague Nall and Perkins, Inc., in the amount of$24,505.00, thereby revising the total contract cost to the amount of$1,009,552.00. DISCUSSION: The Amendment recommended by this Mayor and Council Communication is for engineering services for the evaluation of additional detention options for the Lebow Channel Drainage Improvement project north of 36th Street and primarily north of the current project boundaries. The additional scope was identified during a project charrette attended by public officials, city staff from multiple departments, the local neighborhood association, and other outside agencies and groups. The project is needed because of residential flooding'and roadway overtopping. The Lebow Channel program is a large, multi-phase program that will address residential, commercial, and light-industrial property flooding and roadway overtopping/flooding. Over 280 homes/structures are located within this section of the floodplain and are subject to property flooding. Additionally, 17 roadway crossings are subject to overtopping. Due to the size and cost of the overall program (approximately$30 million), the program was developed to be designed and constructed in phases and will likely not be fully completed until at least 2020. Teague Nall and Perkins, Inc. (TNP)was selected to design the project based on a Request for Qualifications (RFQ)process. The City Council originally authorized the City Manager to execute an engineering Agreement with TNP(M&C C-20925)in the amount of$243,000.00. It was anticipated that the contract would be amended for additional project phases. Amendment No. 1 (executed administratively), Amendment No. 2 (M&C C-23031), and Amendment No. 3(M&C C-25219)to TNP's contract, totaling $741,147.00, have subsequently been authorized for the phases of work completed to this point.TNP proposes to perform the engineering services described for a lump sum fee of$24,505.00. Staff considers the fee to be fair and reasonable for the scope of services proposed. Previous engineering phases included: stormwater runoff analysis of the channel, surveying associated with property acquisitions, and design work for the elimination of two low-water crossings. The scope of work for the phase represented by this Amendment includes evaluation of additional detention options north of 36th Street and primarily north of the current project boundaries. Funding for this project is being provided from the 2004 Capital Improvement Program,the Stormwater Logname: 20SW 00084_LEBOW AMEND. 4 Page i of 2 Capital Projects 2007 Revenue Bond Fund, and the Stormwater Capital Projects Bond Fund. This project is located in COUNCIL DISTRICT 2, Mapsco 48VZ,49W, 62DH and 63A. FISCAL INFORMATION 1 CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Stormwater Capital Projects Bond Fund. FUND CENTERS: TO Fund/Account/Centers FROM Fund/Account/Centers P227 531200 202280008439 $24.505.00 CERTIFICATIONS: Submitted for City Manager`s Office by Fernando Costa (6122) Originating Department Head: Douglas W.Wiersig (7801) Additional Information Contact: Rick Shaffer (6821) ATTACHMENTS 1. FAR-00084-00026-Design.pdf (CFW Intemal) 2. M AND C 00084.pdf (Public) 3. P227-485248-201289990100.doc (CFW Internal) Logname: 20SW 00084 LEBOW AMEND. 4 Page 2 of 2 Level of Effort Spreadsheet TASKIHOUR BREAKDOWN Upper Lebow Detention(UlS of 36th St.) Lebow Channel Schematic Plan Cf Pro ect No. 00064 kN Task De cripNon ProJecl Prolecl Prol^ct En,lneer ter LA LFl %tecta aVE tSUE 3^E SLS rvhy 2-Person Ftlmin.lJ14,. Subwnsullant E Expense Taak3ubTMelDesi nerPlanner Mane er Desi ai c SurCrew Clerical Travel R6PI¢—H..5205 $140 $126D iniB$ jehiMN301Te j146 305MWBE NonMWBE De7.1 Menit Eval.UISof36th SL B2 160 0 0 0 0 0 0 SO 03,400 24 o et 348402 19 m 1 ml 4 W E2840 T4Im mvemml Alle l—4 ml,4 MIs,leper 59 0 02]0 It$tutl C lontl DAltltler 1 0 32 0 0 0 2 0 0 006ease oo n a 30 $1Imrotrel mwa AlkmalhreIt ml,IaIMr 19 5 i0 $5905 SO $0 EO 14 Int 40 0 0 0 43005 Prowl Su T-1 urs 3i3 Lahr E4J a05 TMeIE a W We—.0—.01, Ocana 1,Subwna-It SO M4u $0 sw Ma l.I 30 BE"Ma cost 0.0% f4J,006 Less Remalnl.1 ButllOm(Pmentl 2` SpeGel Sarvkea Task (319,500 Net Pw(ec,Cost 24505 CilYdr ft Teves -LevM of E9o0 Supplement PMO OMckl ftMease Ogle:5.18.2010 foil