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HomeMy WebLinkAboutContract 59910-AR1 (2)CSC No. 60105-AR1 FORT. City of Fort Worth T Construction Allowance Request Project Name I FWCC 5th St Greenleaf Sump I City Sec # I 60105 l Client Project #(s)I 103260 Project This Project will relocate and install a SD line along Greenleaf Street in preparation for the South Bypass Channel Proposed for the Trinity Description I River Vision Project ContractorlS.J. Louis Construction of Texas, LTD CA#I 1 I Date 7/18/2024 City Project Mgr.I Max Aransen City Inspectorl James Ruiz UNIT or DEPT Original Contract Amount Extras to Date Credits to Date Current Contract Amount lAmount of Proposed Allocation Original Allowance Available to Allocation Allowance Funds Previously Allocated Revised Allowance Balance TPW $6,050,404.00 UNIT 2 or Dept UNIT 3 or Dept UNIT 4 or Dept I Totals $6,050,404.00 6,050,404.00 6,050,404.00 79,360.09 0.00 $0.00 $0.00 $79,360.09 100;0 00.00 100,000.00 $0.00 20,639.91 $0.00 0.( $0.00 20,639.91 JUSTIFICATION (REASONS) FOR CONSTRUCTION ALLOWANCE We received an updated design for the South Bypass Channel in January 2024 from USACE with revised elevations at this location. This required re -designs for the junction boxes to be able to support the added weight of the levee and the manhole elevation extensions. This included an increased thickness for the 10'x10' junction box at STA. 2+15 and the 8'x8' junction box at STA. 7+15. This CA also covers the installation of 17 Hydratite Seals on the 6' x 4' box culvert joints between STA 7+15 to STA 8+55 as per USACE requirement all pipes within USACE jurisdiction must be watertight. The units in this change order are unique items and no local historical data can be used to compare however, based on the designer, project manager, and construction manager's expertise, the costs for these unique items seemed fair and reasonable. It is understood and agreed that the acceptance of this Construction Allowance Request by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Construction Allowance Request. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. S.J. Louis Construction of Texas, LTD I Adam Lunsford I `'� /-2 2 , aam �°°,m, Aug 2, 2024 Inspector/Inspection Supervisor Date Project and Contract Compliance Manager Date Aug 2, 2024 11, M x Ara nsen AugLl 2, 202 Program Manager Date Senior Capital Project Officer Date �11i-,- a� Aug 5, 2024 Aug 5, 2024 Assistant Director Dept Date Director, Contracting Department (Dept) Date — Aug 5, 2024 Aug 5, 2024 Assistant City Att Date Assistant City Manager Date Sep 10, 2024 �X�°r , Sep 20, 2024 PCrrt°�Qp TTEST• annette Goodall, City Secretary °cnn>�zo Qa4a OFFICIAL RECORD CITY SECRETARY Construction Allowance SUMMARY FT. WORTH, TX Page 1 of 4 FORT WORTH City of Fort Worth Construction Allowance Additions Project Name I FWCC 5th St Greenleaf Sump (City Sec # 1 60105 1 Client Project # I 103260 1 ContractorlS.J. Louis Construction of Texas, LTD PMJ Max Aransen Inspector) James Ruiz Construction Allowance Submittal # 0 Date 1 7/18/2024 1 ADDITIONS ITEM DESCRIPTION DEPT Qty Unit Unit Cost Total 48 Mobilization of HydraTech Crew from Ohio for Seal Installation TPW 1.00 LS $7,360.00 $7,360.00 49 Furnish & Install HydraTite 304SS Seal on 6' X 4' Box Culvert TPW 17.00 EA $3,539.88 $60,177.96 Additional Costs Associated with the Plan Changes at the 50 Junction Box @ Sta. 2+15 & Sta. 7+15 TPW 1.00 LS $11,822.13 $11,822.13 T3W $79,360.09 UNIT 2 or Dept $0.00 UNIT 3 or Dept $0.00 UNIT 4 or Dept $0.00 Total Additions $79,360.09 Construction Allowance Additions Page 2 of 4 FORT WORTH City of Fort Worth Construction Allowance Value Project Name I FWCC 5th St Greenleaf SumD City Sec # 1 60105 1 Client Project # 1 103260 1 Contractor S.J. Louis Construction of Texas, LTD I PM I Max Aransen I Inspectorl James Ruiz Construction Allowance Submittal # 0 Date 1 7/18/2024 CONSTRUCTION ALLOWANCE VALUE BEING USED ITEM DESCRIPTION Qty Unit Unit Cost Total 47 9999.0013 Construction Allowance 1.00 LS $100,000.00 $100,000.00 Note to Preparer. Delete example information in cells and add the CONSTRUCTION ALLOWANCE contract bid item number being used, description, UNIT or DEPT, Qty, Unit and Unit Cost in the lines above. Three lines are provided for those cases when up to 3 different Construction Allowance types are being impacted. In most cases only one Construction Allowance type will be impacted. Delete these instructions from the form. Construction Allowance Value 3of4 M/SBE for this Construction Allowance Request M/SBE Sub I Type of Service I Amount for this CAR Total I $0.00 I Previous Construction Allowance Requests CAR # I DATE I AMOUNT Total I $0.00 I Construction Allowance MSBE Data Page 4 of 4 Request for Proposal 1Project Name C.M.R. -Proposal No. Date Greenleaf Sump Storm Drain (City Project #103260) 4 July 16, 2024 City of Fort Worth, Texas Response Required By Transmitted By Max Aransen, P.E. Adam Birchfield 200 Texas Street Project Manager Fort Worth, Texas 76102 signature Via Email _ Max.Aransen(o)fortworthtexas.i_ ov Y� Description of Work Per your request, this CMR represents the additional cost to furnish & install seventeen (17) HydraTite 304SS Seals on the 6' x 4' box culvert joints on the above referenced project. This is represents the 6' x 4' box culvert between Sta. 7+15 to Sta. 8+55 per the attached proposal from HydraTech Field Services. Payment will be made based on the quantity installed. Also, this CMR is in reference to revised plan sheets dated February 15, 2024 and February 16, 2024 for the above referenced project. These revised plan sheets delete Lateral A-1 and provided changes/ revised details for the junction boxes at Sta. 2+15 and Sta. 7+15. Please review and provide direction ASAP. If this work is required, please process a project change order so we can be reimbursed for these additional costs. Please let us know if you have any questions and/ or require any additional information. Breakdo)w: of Proposal Greenleaf Sump Storm Drain Installation of HydraTite Seals on 6' x 4' Box Culvert / Junction Box Design Changes Item Description New - 1 Mobilization of HydraTech Crew From Ohio for Seal Installation New - 2 Furnish & Install HydraTite 304SS Seal on 6' x 4' Box Culvert New - 3 Additional Costs Associated with the Plan Changes at the Junction Box (&,, Sta. 2+15 & Sta. 7+15 Quantity Unit Price Extension 1 LS $7,360.00 $7,360.00 17 EA $3,539.88 $60,177.96 1 LS $11,822.13 $11,822.13 Net Change: $79,360.09 Additional Calendar Days: l TBD If acceptable, please provide an authorization signature below and return one (1) copy to our office. S.J. Louis Construction Action xc: S. J. Louis Proiect No. 22308 S.J. Louis Construction of Texas Ltd. 520 S. 6th Avenue Mansfield, Texas 76063 (817) 477-0320 Office (817) 477-0552 Fax Labor Superintendent I Foreman I Lead Hoe Operator I Blade Operator I Loader Operator IMisc Operator I Pipe Layer I Top Man I Pipe Layer Helper (Laborer Laborer Equipment 1390 Excavator 1349 Excavator 1950 Loader �D( Dozer 1Cat Motorgrader 1563 Compactor/Roller Water Truck Pickup Truck (Superintendent) Pickup Truck (Foreman) Generator Job Trailer & Tools Re ular Hours Worked Rate 1 1 2 1 3 (Total Hours 1 $75.00 0.0 S55.00 0.0 $31.00 0.0 S27.00 1 0.0 $27.00 0.0 $25.00 20,00 I 20.0 $27.00 I 0.0 $26.00 1 0.0 $24.00 1 0.0 $21.00 1 20.00 20.0 521.00 _1 0.0 Hours Worked Rate wl Fuel 1 1 1 2 1 3 (Total Hours $592.90 1 0.0 5291.00 0.0 $115.30 20.0 20.0 $139.60 0.0 $163.90 0.0 $69.60 0.0 $42.80 0.0 $25.83 0.0 18.63 0.0 22.22 0.0 $134.84 20.0 20.0 Q Rate Times Total Hours $0.00 S0.00 $0.00 $0.00 $0.00 $500.00 $o.00 $0.00 $0.00 $420.00 A Rate Times Total Hours $0.00 $0.00 $2,306.00 $0.00 $0.00 $0.00 0.00 0.00 $0.00 $2%0.00 96.80 Miscellaneous Rate I Description I Hydratech $6,400.00 [Mobilization Hydratech $2,700.00 �UX4'RCB{oint seals provided by Hydratech J17 EA) (Sta. 8+55) Form, Furnish and Install 13.42 CY's of Additional Reinforced Concrete forCamChanged to Dimensions of Junction Boxe $761.49 the Increase in wall thickness for the two Junction Boxes Sta,2+15 & I I I B C Overtime Hours Worked I Rate Times 55 Rate 1 1 1 2 3 1 4 1 5 1 6 1 7 1 Total Total Hours Benefits $75.00 0 $0.00 $0.00 $55.00 0 $0.00 $0.00 $46.50 0 $0.00 $0.00 $40.50 0 $0.00 $0.00 $40.50 0 $0.00 $0.00 $37.50 0 $0.00 $275.00 $40.50 0 $0.00 $0.00 $39.00 0 50.00 $0.00 $36.00 0 $0.00 $0.00 $31,,0 0 ,5000 $231.00 $31. 0 L 0 $000 $0.00 _ I $0.00 $506.00 A Total Cost F Unit Quantity Materials i LS 1 6,400.00 EA 17 $79,900.00 CY's 14 I $10.280,12 $0.00 1 0.00 1 0.00 Iw.. $62.580.12 155 I Total Overhead A+B+C+D $0.00 S0.00 $0.00 $0.00 $0.00 $0.00 l $0.00 $0.00 $0.00 $0.00 $116.25 $891.25 $0.00 $0.00 I $0.00 $0,00 I $0.00 $0.00 i $97.65 $748.65 $0.00 $0.00 i $213.90 $1,639.90 B' 15'J I Total I Overhead A+B I gg0.00 0. 1o,a000 3�.00 1 $345.90 $2,651.90 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 10.00 $0.00 $0.00 $0.00 $0.00 $404.52 $3.101.32 $760.42 $5,753.22 161% I Total Overhead A+B $1,542.02 $11,822.13 $0.00 $0.00 $0.00 $0.00 10.00 0.00 19 387.02 $71,967.13 Grand Total j Cost 1 $79,360.25 July 12, 2024 ATT: S.J. Louis Construction of Texas ATT: Adam Lee Birchfield RE: Greenleaf Sump Fort Worth We are pleased to submit our quote for the following items: These Prices are Guaranteed for 90 Days. ITEM DESCRIPTION Extend 10x10 JB Wall Thickness to 15" Thick BREAKDOWN Concrete Ready Mix Superintendent w/ Work Truck Foreman Laborer Overhead J. E. GUZMAN CONSTRUCTION, INC. 2911 PEACHTREE RD. BALCH SPRINGS, TX 75180 214-309-3955 Change Order QTY UNIT PRICE TOTAL 1 I EA $ 10,280.00 $ 10,280.00 TOTAL $ 10,280.00 13.5 CY $ 180.00 $ 2,430.00 25 HR $ 50.00 $ 1,250.00 25 HR $ 40.00 $ 1,000.00 75 HR $ 28.00 $ 2,100.00 1 LS $ 3,500.00 $ 3,500.00 TOTAL $ 10,280.00 This Price Does Not Include Cost for Additional Safety ,Badging and Certified Payroll. This Price Does Not Include Concrete Testing, Shoring and Haul Out Dirt. This Price Includes Concrete, Rebar, Forms and Labor. Any Additional Work Will Be Submitted As Change Order. Additional Insurance Coverage Will Be Your Sole Responsibility. Javier Guzman 214-876-8656 J.E. Guzman Construction, Inc. SUBMITTED BY: Javier Guzman S.J. Louis Construction of Texas ACCEPTANCE BY: PRINT NAME: ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby, accepted. You are authorized to do the work as specified. After Contract is Submitted and Signed by Us. If you agree with prices please sign and fax it back. INTERNAL Yo'-FaTi'te �_. 7- JOINT SEAL June 11, 2024 Brandon Mims S.J. Louis Construction 520 S 6th Ave. Mansfield, TX 76063 Brandon.mims@SJLouis.com (214) 717-7550 ydraTech FIELD SERVICES ems° 10448 Chester Road Cincinnati, Ohio 45215 Phone: (513) 827-9169 Fax: (513) 827-9171 061124-SJLOUIS-MPF Subject: Quote to Furnish & Install Standard Wide Internal Joint Seals. 48" X 72" Box Culvert Model / Part No. Description of item Price per Quantity ! Extended Price ( USD ) unit ( USD ) Mobilization Mobilize installation crew from Cincinnati, $ 6,400.00 1 $ 6,400.00 Ohio to Fort Worth TX area, Materials & Furnish HydraTite seals, labor, tools, and $ 2,700.00 40 $ 108,000.00 Installation equipment to install Standard Wide EPDM HydraTite seals in 4' X 6' RC Box culvert. HydraTite seals manufactured with (2) multi - piece 304SS retaining bands. Total Price( MATERIALS & INSTALLATION) $ 114,400.00 Payment shall not be contingent on purchaser receiving payment from third party Time Required prior to initial mobilization Minimum of (4) weeks Installation is based on one (1) installation crew working standard eight (8)- ten (10) hour day shifts. Monday thru Saturday. Sunday and holiday shifts not included. Additional mobilizations, due to un- accessible site conditions or activities by others, will be invoiced at $ 6,400.00 each. Installation price is based on access to pipe being provided by the purchaser, prime contractor or others for the duration of the scheduled installation period and access to each pipe joint location is free of debris and/or obstructions. The above price includes for normal pipe surface preparation required for proper internal joint seal installations and is limited to hand tool methods. Surface preparation requiring water blasting, grit blasting, pneumatic or power tool cleaning methods are not included. 061124-SJLOUIS-MPF Page 1 of 3 INTERNAL� yd,r I e JOINT SEAL HvdraTech / Certified Installer Will Supply the Following: ydraTech FIELD SERVICES 10448 Chester Road Cincinnati, Ohio 45215 Phone: (513) 827-9169 Fax: (513) 827-9171 1. Mobilize installation crew and equipment to and from the project site as required. Only one (1) fine ail .11 imanmo nrImp 2. Inspect all necessary safety procedures including lockout/tag out and pipeline ventilation. 3. Monitor and test atmosphere within the scope of work. Air monitors will be provided by HydraTech. 4. Provide equipment and manpower to install specified internal joint seals per the direction of the prime contractor / owner. 5. Provide normal hand tool cleaning and preparation around the joint area. Removal and disposal of debris associated with cleaning of pipe is not included in the proposal. 6. Install the HydraTite Seals at the specified joint locations. 7. The fixed price quoted includes all labor, vehicles, tools, equipment, travel, meals and living expenses for the work as described. Purchaser / Prime Contractor Will Supply the Following: 1. Provide access to pipe. Access to include but not limited to the (daily) opening and closing existing access openings, removal and replacement of access opening or pipe sections, and safe means of accessing plus vehicle and equipment roadway and staging at the access points. 2. Maintain a dewatered pipe and access pit as necessary. 3. Shall provide a convenient and secure location at project jobsite to enable installation crew to store or stage materials. 4. Provide all traffic provisions and control services including signs, flagging, pavement markings, closures, barricades, etc. during all phases of the project. 5. Provide any CCTV post inspection requirements. 6. Provide fresh air supply to provide safe working atmosphere if required. 7. Provide all QC/QA services (if required). 8. All resident and business notifications and all project identification. 9. Provide all necessary permits, and/or other local licenses. 10. Layout markings that indicate which pipe joints are to be sealed. 061124-SJLOUIS-MPF Page 2 of 3 INTERNAL 0 d ra . 1te JOINT SEAL Clarifications and Conditions: ydraTech FIELD SERVICES 10448 Chester Road Cincinnati, Ohio 45215 Phone: (513) 827-9169 Fax: (513) 827-9171 Delays by other parties, stand-by time, and additional mobilizations will be charged at $150 per hour per person on site. HydraTech Filed Services reserves the right to compliment labor force with local contractors or certified HydraTite internal joint seal installation contractors. HydraTech Field Services will provide on site representation throughout the duration of the project. Prices reflect prevailing wages per the Davis Beacon Federal Wage Requirements for Tarrant County "General Decision Number: TX20240026 03/01/2024. Unless otherwise agreed upon, liquidated damages are not included or applicable to this proposal. Additional freight fees, if included, may apply for the following: residential delivery, inside delivery, appointment for delivery needed, oversized pallet, liftgate, job site delivery and/or re -delivery. Schedule: Please allow a minimum of four (4) weeks for fabrication and to schedule installation. Price list is good for 60 days after bid date. Client is responsible for all applicable sales tax. Payment Terms: Monthly progress payments and final balance to be paid net 30 days from date of invoices unless otherwise stated in this proposal. Any balance exceeding 30 days are subject to 1.5% finance change per month. All sales are final. HydraTech Field Services appreciates the opportunity to provide our products and services. Please call HydraTech at 513-827-9169 if there are any questions or if additional information regarding this quotation is required. Sincerely, Ar r� Michael Fox cc: Peter Blais, Jennifer Williams, Mike Albert, and Client Files 061124-SJLOUIS-MPF Page 3 of 3 103260 Greenleaf Sump Construction Allowance Final Audit Report 2024-08-08 Created: 2024-08-01 By: Sadie Ishmael (Sadie.Ishmael@fortworthtexas.gov) Status: Signed Transaction ID: CBJCHBCAABAAcyCOlreXgYsQZT1BQma4Q-3aVdW9Q5Ei "103260 Greenleaf Sump Construction Allowance" History Document created by Sadie Ishmael (Sadie.Ishmael@fortworthtexas.gov) 2024-08-01 - 4:59:17 AM GMT- IP address: 204.10.90.100 Document approved by Sadie Ishmael (Sadie.Ishmael@fortworthtexas.gov) Approval Date: 2024-08-01 - 5:07:40 AM GMT - Time Source: server- IP address: 204.10.90.100 r'-► Document emailed to adaml@sjlouis.com for signature 2024-08-01 - 5:07:42 AM GMT Email viewed by adaml@sjlouis.com 2024-08-01 - 2:18:49 PM GMT- IP address: 146.75.164.1 d© Signer adaml@sjlouis.com entered name at signing as Adam Lunsford 2024-08-02 - 2:05:09 PM GMT- IP address: 63.145.51.2 &,D Document e-signed by Adam Lunsford (adaml@sjlouis.com) Signature Date: 2024-08-02 - 2:05:11 PM GMT - Time Source: server- IP address: 63.145.51.2 r14 Document emailed to James Ruiz (james.ruiz@fortworthtexas.gov) for signature 2024-08-02 - 2:05:14 PM GMT Email viewed by James Ruiz Qames.ruiz@fortworthtexas.gov) 2024-08-02 - 3:12:11 PM GMT- IP address: 108.147.171.99 6Q Document e-signed by James Ruiz Qames.ruiz@fortworthtexas.gov) Signature Date: 2024-08-02 - 3:12:45 PM GMT - Time Source: server- IP address: 108.147.171.99 '-. Document emailed to Max Aransen(max.aransen@fortworthtexas.gov) for signature 2024-08-02 - 3:12:47 PM GMT FDRTWORTHs I P°`4'y Adobe Acrobat Sign Email viewed by Max Aransen (max.aransen@fortworthtexas.gov) 2024-08-02 - 4:06:20 PM GMT- IP address: 155.130.130.204 J Document e-signed by Max Aransen(max.aransen@fortworthtexas.gov) Signature Date: 2024-08-02 - 4:06:40 PM GMT - Time Source: server- IP address: 155.130.130.204 Document emailed to Mike Bennett (Mike.Bennett@fortworthtexas.gov) for signature 2024-08-02 - 4:06:42 PM GMT Email viewed by Mike Bennett (Mike.Bennett@fortworthtexas.gov) 2024-08-04 - 3:08:27 PM GMT- IP address: 76.209.19.102 J Document e-signed by Mike Bennett (Mike.Bennett@fortworthtexas.gov) Signature Date: 2024-08-05 - 1:06:16 PM GMT - Time Source: server- IP address: 204.10.90.100 Document emailed to Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) for signature 2024-08-05 - 1:06:26 PM GMT Email viewed by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) 2024-08-05 - 1:25:47 PM GMT- IP address: 204.10.90.100 Document e-signed by Lissette Acevedo (Lissette.Acevedo@fortworthtexas.gov) Signature Date: 2024-08-05 - 1:26:50 PM GMT - Time Source: server- IP address: 204.10.90.100 Document signing automatically delegated to Lissette Acevedo (lissette.acevedo@fortworthtexas.gov) by Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) 2024-08-05 - 1:26:51 PM GMT R* Document emailed to Lissette Acevedo (lissette.acevedo@fortworthtexas.gov) for signature 2024-08-05 - 1:26:52 PM GMT P+ Document emailed to Patricia Wadsack (patricia.wadsack@fortworthtexas.gov) for signature 2024-08-05 - 1:26:52 PM GMT Email viewed by Lissette Acevedo (lissette.acevedo@fortworthtexas.gov) 2024-08-05 - 1:27:16 PM GMT- IP address: 204.10.90.100 &0 Document e-signed by Lissette Acevedo (lissette.acevedo@fortworthtexas.gov) Signature Date: 2024-08-05 - 1:27:27 PM GMT - Time Source: server- IP address: 204.10.90.100 C'-► Document emailed to Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) for signature 2024-08-05 - 1:27:29 PM GMT 5 Email viewed by Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) 2024-08-05 - 1:49:12 PM GMT- IP address: 76.227.105.128 FDRTWORTHs I P°`4'y Adobe Acrobat Sign - Document e-signed by Lauren Prieur (Lauren.Prieur@fortworthtexas.gov) Signature Date: 2024-08-05 - 1:49:26 PM GMT - Time Source: server- IP address: 76.227.105.128 Document emailed to tpw_sw_contracts@fortworthtexas.gov for approval 2024-08-05 - 1:49:28 PM GMT Email viewed by tpw_sw_contracts@fortworthtexas.gov 2024-08-08 - 4:37:53 PM GMT- IP address: 204.10.90.100 Document approval delegated to Sadie Ishmael (Sadie.Ishmael@fortworthtexas.gov) by tpw—sw—Contracts@fortworthtexas.gov 2024-08-08 - 4:37:59 PM GMT- IP address: 204.10.90.100 Document approved by Sadie Ishmael (Sadie.Ishmael@fortworthtexas.gov) Approval Date: 2024-08-08 - 4:38:16 PM GMT - Time Source: server- IP address: 204.10.90.100 Agreement completed. 2024-08-08 - 4:38:16 PM GMT FoRTWORTHs I P°`4'y Adobe Acrobat Sign FORTWORTH, Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: Greenleaf Sump Construction Allowance Request M&C: CPN: 103260 CSO: 60105 DOC#: Date: To: Name Department Initials Date Out 1. Adam Lunsford Contractor h[ Ald Aug 2, 2024 2. James Ruiz TPW - Inspectors Aug 2, 2024 3. Max Aransen TPW - Project Manager .,0*- Aug 2, 2024 4. Mike Bennett TPW —Interim Program Manager -104— Aug 5, 2024 5. Lissette Acevedo TPW —Sr CPO C�v Aug 5, 2024 6. Patricia Wadsack TPW -Assistand Director C�v Aug 5, 2024 7. Lauren Prieur TPW- Director Aug 5, 2024 8. Douglas Black Legal - Assistant City Attorney DB Sep 10, 2024 9. Jesica McEachern CMO — Assistant City Manager on Sep 20, 2024 10. Jannette Goodall CSO — City Secretary 777— Sep 20, 2024 11. Allison Tidwell CSO — City Secretary 'f' — Sep 20, 2024 12. Tpw—SW—Contract TPW Stormwater 51 6J Aug 8, 2024 DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: []YES ®No RUSH: []YES ®No SAME DAY: ❑YES ®No NEXT DAY: ❑YES ®No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return to: tpw sw contracts akfortworthtexas.gov Call 817-229-3283 with questions. Thank you!