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HomeMy WebLinkAboutFinal Agenda PacketCITY OF RENTON AGENDA - City Council Regular Meeting 7:00 PM - Monday, June 24, 2024 Council Chambers, 7th Floor, City Hall —1055 S. Grady Way Please note that this regular meeting of the Renton City Council is being offered as a hybrid meeting and can be attended in person at the Council Chambers, 7th floor of City Hall, 1055 S Grady Way, Renton, 98057 or remotely through Zoom. For those wishing to attend by Zoom: Please (1) click this link https://us02web.zoom.us/I/84938072917?pwd=TUNCcnppb*NibiNRMWpZaXk2b*JnZzO9 (or copy/paste the URL into a web browser) or (2) call -in to the Zoom meeting by dialing 253-215- 8782 and entering 849 3807 2917 Passcode 156708, or (3) call 425-430-6501 by 5 p.m. on the day of the meeting to request an invite with a link to the meeting. Registration for Audience Comment: Registration will be open at all times, but speakers must register by 5 p.m. on the day of a Council meeting in order to be called upon. Anyone who registers after 5 p.m. on the day of the Council meeting will not be called upon to speak and will be required to re -register for the next Council meeting if they wish to speak at that next meeting. Request to Speak Registration Form: o Click the link or copy/paste the following URL into your browser: https://forms. off ice.com/g/bTJUi6NrEE You may also call 425-430-6501 or email jsubia@rentonwa.gov or cityclerk@rentonwa.gov to register. Please provide your full name, city of residence, email address and/or phone number, and topic in your message. A sign -in sheet is also available for those who attend in person. Video on Demand: Please click the following link to stream Council meetings live as they occur, or to select previously recorded meetings: Renton Channel 21 Video on Demand 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2. ROLL CALL 3. ADMINISTRATIVE REPORT a) Administrative Report 4. AUDIENCE COMMENTS • All remarks must be addressed to the Council as a whole, if a response is requested please provide your name and address, including email address, to the City Clerk to allow for follow-up. • Speakers must sign-up prior to the Council meeting. • Each speaker is allowed three minutes. • When recognized, please state your name & city of residence for the record. NOTICE to all participants: Pursuant to state law, RCW 42.17A.555, campaigning for or against any ballot measure or candidate in City Hall and/or during any portion of the council meeting, including the audience comment portion of the meeting, is PROHIBITED. 5. CONSENT AGENDA The following items are distributed to Councilmembers in advance for study and review, and the recommended actions will be accepted in a single motion. Any item may be removed for further discussion if requested by a Councilmember. a) Approval of Council Meeting minutes of June 17, 2024. Council Concur b) AB - 3608 Public Works Maintenance Services requests authorization to purchase two 2024 Ford Forest River Vans, in the amount of $210,082.60, utilizing Washington State Contract #07621. Budget for this purchase was included in the 2024 carryforward budget adjustment. Council Concur c) AB - 3609 Public Works Transportation Systems Division recommends execution of Change Order No. 19 to CAG-22-163, contractor Pivetta Brother's Construction, Inc., in the amount of $4,077,180.50, for work associated with extending a southbound BAT (business access and transit) lane from S 2nd St to S 3rd St, pedestrian improvements with street scaping, pedestrian actuated signals (HAWK), transit facility upgrades, and other improvements; and authorize additional budget appropriations in the amount of $4,077,180.50 with an offsetting revenue budget to reflect reimbursement from franchise utilities. Refer to Finance Committee 6. UNFINISHED BUSINESS Topics listed below were discussed in Council committees during the past week. Those topics marked with an asterisk (*) may include legislation. Committee reports on any topics may be held by the Chair if further review is necessary. a) Community Services Committee: 1) Appointments to Senior Citizen Advisory Board b) Finance Committee: 1) Vouchers, 2) Proposed Reallocation of 2023 Community Development Block Grant (CDBG) Funds and Community Development Block Grant - Coronavirus Round 3 (CDBG-CV3) Funds; 3) Renewal of City's Property, Crime, Pollution, and Cyber Insurance Policies; 4) 2024-2028 Interlocal Agreement for Waterfowl (Canada Goose) Management Program*; 5) Community Public Safety Cameras Contract; 6) 2023 Audit Engagement Letter with the Office of Washington State Auditor 7. LEGISLATION Resolution: a) Resolution No. 4530: Waterfowl Management (ILA with USDA APHIS) (See Item No. 6.b.) 8. NEW BUSINESS (Includes Council Committee agenda topics; visit rentonwa.gov/cityclerk for more information.) 9. ADJOURNMENT COMMITTEE OF THE WHOLE MEETING AGENDA (Preceding Council Meeting) 5:45 p.m. - 7th Floor - Conferencing Center Hearing assistance devices for use in the Council Chambers are available upon request to the City Clerk CITY COUNCIL MEETINGS ARE TELEVISED LIVE ON GOVERNMENT ACCESS CHANNEL 21 To view Council Meetings online, please visit rentonwa.gov/councilmeetings AGEN #3. a) Mayor's Office Memorandum DATE: June 24, 2024 TO: Ed Prince, Council President Members of Renton City Council FROM: Armondo Pavone, Mayor Ed VanValey, Chief Administrative Officer SUBJECT: Administrative Report CD 0-0 • Information about preventative street maintenance, traffic impact projects, and road closures happening this week can be found at http://rentonwa.gov/traffic. All projects are weather permitting and unless otherwise noted, streets will always remain open. Preventative street maintenance, traffic impact projects, and road closures will be at the following locations: ✓ Monday, June 24 through Friday, June 28, 7:00 a.m. to 3:00 p.m. Intermittent northbound lane closure on Burnett Ave S between S 5th St and S 4th St for construction work. Questions may be directed to Rob Blackburn, 206- WILGINUf:1'1 ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Intermittent lane closure on NE 12th St and Jefferson Ave NE for utility installation. Questions may be directed to Brad Stocco, 425-282-2373. ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Road closure on Kirkland Ave NE between NE Sunset Blvd and NE 12th St for utility installation. A detour route will be provided. Questions may be directed to Brad Stocco, 425-282-2373. ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Intermittent lane closures on Monster Rd SW at the 600 block for construction work. Questions may be directed to Tom Main, 206-999-1823. ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Intermittent lane closures on Park Ave N at N 8th St for construction work. Questions may be directed to Kip Braaten, 206-503-1746. ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Intermittent lane closures on Rainier Ave S between 2nd St and NW 3rd PI for construction work. Questions may be directed to Joe Nerlfi, 425-757-9657 ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Intermittent lane closure on NE Sunset Blvd between NE 10th St and NE 12th St for construction work. Questions may be directed to Kip Braaten, 206-503-1746. AGENDA ITEM #3. a) Ed Prince, Council President Members of Renton City Council Page 2 of 2 June 24, 2024 ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Intermittent lane closure on NE Sunset Blvd between Edmonds Ave NE and Kirkland Ave NE for construction work. Questions may be directed to Brad Stocco, 425-282-2373. ✓ Monday, June 24 through Friday, June 28, 8:00 a.m. to 3:00 p.m. Shifting lane closures both east and west on NE Sunset Blvd between Redmond PI NE to Union Ave NE for utility installation and frontage improvements. Questions may be directed to Brad Stocco, 425-282-2373. ✓ Ongoing Street Closure (City of Renton Resolution No. 4446). FULL STREET CLOSURE on Sunset Lane NE between NE 10th Street and Harrington Place NE in support of the Solera Development Project (LUA20-000305). Questions may be directed to Brad Stocco, 425-282-2373. AGENDA ITEM #5. a) CITY OF RENTON MINUTES - City Council Regular Meeting 7:00 PM - Monday, June 17, 2024 Council Chambers, 7th Floor, City Hall — 1055 S. Grady Way CALL TO ORDER AND PLEDGE OF ALLEGIANCE Mayor Pavone called the meeting of the Renton City Council to order at 7:00 PM and led the Pledge of Allegiance. ROLL CALL Councilmembers Present: Councilmembers Absent: Ed Prince, Council President James Alberson, Jr., Council Position No. 1 Carmen Rivera, Council Position No. 2 Valerie O'Halloran, Council Position No. 3 Ryan Mclrvin, Council Position No. 4 Ruth Perez, Council Position No. 6 Kim-Khanh Van, Council Position No. 7 (attended remotely) ADMINISTRATIVE STAFF PRESENT Armondo Pavone, Mayor Ed VanValey, Chief Administrative Officer Cheryl Beyer, Senior Assistant City Attorney Jason Seth, City Clerk Brianne Bannwarth, Development Engineering Director Commander Chad Karlewicz, Police Department Attended Remotely: Judith Subia, Chief of Staff Kim Gilman, Interim Human Resources / Risk Management Administrator Martin Pastucha, Public Works Administrator Shane Moloney, City Attorney MJ Van Cleave, Parks & Recreation Administrator Ron Straka, Public Works Utility Systems Director June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) PROCLAMATION Juneteenth 2024 - June 19, 2024: A proclamation by Mayor Pavone was read declaring June 19, 2024, as Juneteenth 2024 in the City of Renton and inviting all residents to join in this significant observance that honors the achievements and contributions of African Americans. Danielle Smith, Chair of the Renton Chamber Board of Directors, accepted the proclamation with appreciation. MOVED BY PRINCE, SECONDED BY ALBERSON, COUNCIL CONCUR IN THE PROCLAMATION. CARRIED. PUBLIC HEARING 2023 Community Development Block Grant (CDBG) Funds & Community Development Block Grant - Coronavirus Round 3 (CDBG-CV3) Funds: This being the date set, and proper notices having been posted and published in accordance with local and state laws, Mayor Pavone opened the public hearing to consider 2023 CDBG & CDBG-CV3 Fund allocations. Lori Fleming, Human Services Coordinator, reported the following: Approximately $400,000 from 2024 CDBG funds were previously allocated for the Don Persson Senior Activity Center Roof Replacement project, along with an additional $448,208 of CDBG-CV3 funds for the same project. This project is scheduled to be in the design phase in the fall of 2024 with construction beginning in 2025. Tonight's hearing is to consider the proposal of allocating an additional $35,862 from the 2023 CDBG Healthy Homes project to the Don Persson Senior Activity Center Roof Replacement project, and $10,500 of unspent 2023 CDBG-CV3 funds to the Don Persson Renton Senior Activity Center HVAC project. Concluding, Ms. Fleming stated that the item is on tonight's consent agenda to be referred to the Finance Committee for further review. There being no correspondence or public comments, it was MOVED BY PEREZ, SECONDED BY PRINCE, COUNCIL CLOSE THE PUBLIC HEARING. CARRIED. ADMINISTRATIVE REPORT CAO Ed VanValey reviewed a written administrative report summarizing the City's recent progress towards goals and work programs adopted as part of its business plan for 2024 and beyond. Items noted were: • The free Summer Meals Program, provided by Renton School District, starts Monday, June 24 and runs through Friday, August 16 at several City of Renton parks. Snacks, lunch, and activities are available for children from 1 year to 18 years old. For more information on site locations and hours, go to rentonwa.gov/summermeals or contact Teresa Nishi at tnishi@rentonwa.gov June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) • Renton History Museum's summer hours are Wednesday through Friday, 10 am to 4 pm, through August 31. The Museum is now featuring two temporary exhibits: With This Ring, on the history of marriage, and A Plate at the Potluck, on Renton's diverse foodways, as well as their permanent exhibits on Renton's history. For more information, call 425-430-6440 or email rentonhistorymuseum@rentonwa.org. • If you're looking to meet new people, volunteer at a community event! Register for Renton Farmers Market, Renton River Days, and other volunteer opportunities at www.rentonwa.gov/volunteer. For more information, contact Teresa Nishi, Volunteer Coordinator, at 425-430-6694 or at tnishi@rentonwa.gov. • Information about preventative street maintenance, traffic impact projects, and road closures happening this week can be found at http://rentonwa.gov/traffic. All projects are weather permitting and unless otherwise noted, streets will always remain open. AUDIENCE COMMENTS • Carol Simpson, Newcastle, shared that her brother-in-law was struck and killed by someone riding an a -bike while walking on a pedestrian trail in California. She urged Council to ban the use of a -bikes on pedestrian trails in Renton. • Wade Plante, Lake Stevens, stated that he is the owner of a Subway franchise in Renton and urged Council to consider changing some of the regulations related to labor standards outlined in Initiative 23-02 that will become effective on July 1, 2024. • Lydia Mascarinas, Seattle, stated that she is the owner of the Berliner Pub in Renton, and remarked that Initiative 23-02 will hurt small businesses, especially restaurants. She urged Council to take action to mitigate some of the negative effects of the initiative. • Diane Dobson, Renton, speaking on behalf of the Renton Chamber of Commerce, urged Council to refer Initiative 23-02 to the Administration to review any possible remedies or mitigation that will alleviate the impacts the initiative will have on small businesses. She also urged Council to act against King County Elections for alleged failure to follow state law regarding the election held in February for Initiative 23-02. • Santiago Potenciano, Renton, stated that he is the owner of Sansonina Ristorante Italiano and urged Council to take action to mitigate the impacts that Initiative 23-02 will have on his and other small businesses in Renton. • Rev. Dr. Linda Smith, Renton, praised the Juneteenth celebration that was held on Saturday, June 15, 2024, at Liberty Park. She stated that she is a member of the Renton African American Pastors (RAAP) organization that brought Juneteenth to Renton over seven years ago. She requested the City raise the Juneteenth flag at City Hall on June 19, 2024. • Ping Bullock, Renton, stated that she is the former owner of the Smoking Monkey Pizza restaurant in Renton. She remarked that she recently sold the business due to the increased costs associated with implementing the requirements of Initiative 23- 02. Ms. Bullock urged Council to take action to mitigate the impacts of the initiative will have on small businesses. • Ashley Dobson, Renton, urged Council to take action to help mitigate the impacts Initiative 23-02 will have on small businesses. June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) CONSENT AGENDA The following items are distributed to Councilmembers in advance for study and review, and the recommended actions will be accepted in a single motion. Any item may be removed for further discussion if requested by a Councilmember. a) Approval of Council Meeting minutes of June 10, 2024. Council Concur. b) AB - 3598 Mayor Pavone recommended confirmation of his appointments of Mr. David Bartlett and Mr. Joel G. Smith to the Senior Citizen Advisory Board with terms expiring December 31, 2026. Refer to Community Services Committee. c) AB - 3602 Finance Department recommended authorization to execute the engagement letter for the Washington State Auditor's Office, in the amount of $176,000, to perform the annual audit for the fiscal year 2023. Refer to Finance Committee. d) AB - 3580 Human Resources / Risk Management Department recommended approval to renew the city's Property, Crime, Pollution, and Cyber Insurance policies through Alliant Insurance Services, for the period of July 1, 2024, through July 1, 2025, in an amount up to 40% higher than the previous year's amount of $1,290,248.39 due to "hard market" conditions. Refer to Finance Committee. e) AB - 3582 Parks & Recreation Department recommended adoption of a resolution authorizing the execution of an interlocal agreement with other local agencies for purpose of contracting with USDA Animal and Plant Health Inspection Service - Wildlife Services Program, in an annual amount of $2,500 through 2028, for maintenance and management of public site impacts of surplus waterfowl, especially Canada Geese, within Renton city limits. Refer to Finance Committee. f) AB - 3586 Parks & Recreation Department recommended approval to reallocate the 2023 Community Development Block Grant (CDBG) funds of $35,862 from the Healthy Homes project to the Don Persson Senior Activity Center Roof Replacement project; and the unspent $10,050 of CDBG Coronavirus Round 3 (CDBG-CV3) funds from the DAWN project to the Don Persson Senior Activity Center HVAC project. Refer to Finance Committee. g) AB - 3597 Police Department recommended approval of a two-year contract with Flock Safety, in an amount not to exceed $200,000, for the installation of 24 Flock Safety LPR (license plate recognition) cameras for the purpose of enhanced investigative abilities to quickly identify suspect vehicles. Refer to Finance Committee. h) AB - 3604 Public Works Maintenance Services requested authorization to purchase a Caterpillar Compact Track Loader 265, in the amount of $173,341.97, utilizing Sourcewell contract #011732-CAT. Council Concur. i) AB - 3605 Public Works Utility Systems Division recommended approval to execute a Memorandum of Agreement with King County to fund a Reclaimed Water Feasibility Study, at a cost of $100,000 for Renton's share, to study the use of reclaimed water for irrigation and other industrial uses instead of potable water. Refer to Utilities Committee. j) AB - 3601 Public Works Utility Systems Division reported bid opening on May 23, 2024, for CAG-24-098, Burnett Ave S and Williams Ave S Storm System Improvement project, and recommends awarding the contract to the lowest responsible and responsive bidder, R. L. Alia Company, in the amount of $2,659,248.64. Council Concur. June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) MOVED BY PRINCE, SECONDED BY ALBERSON, COUNCIL CONCUR TO APPROVE THE CONSENT AGENDA AS PUBLISHED. CARRIED. UNFINISHED BUSINESS Topics listed below were discussed in Council committees during the past week. Those topics marked with an asterisk (*) may include legislation. Committee reports on any topics may be held by the Chair if further review is necessary. a) Utilities Committee: Chair Van presented a report recommending concurrence in the staff recommendation to authorize the Mayor and City Clerk to execute Change Order No. 12 to CAG- 23-048 with Laser Underground & Earthworks, Inc. in the amount of $201,513.23 for the extra work related to the installation of the sewer system for the Thunder Hills Sewer Interceptor Rehabilitation Project. MOVED BY VAN, SECONDED BY RIVERA, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. b) Utilities Committee: Chair Van presented a report recommending concurrence in the staff recommendation to approve and authorize the Mayor and City Clerk to execute the agreement with David Evans and Associates Inc. in the amount of $237,890 for engineering services for the Springbrook Terrace Pond Water Quality Retrofit Project. MOVED BY VAN, SECONDED BY PEREZ, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. c) Public Safety Committee: Chair Rivera presented a report recommending concurrence in the staff recommendation to approve and authorize the Mayor and City Clerk to sign the interlocal agreement (ILA) with the City of Kent for use of Gladiator Forensic Services. The Committee further recommends that the resolution regarding this item be presented for adoption at tonight's Council meeting. MOVED BY RIVERA, SECONDED BY O'HALLORAN, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. d) Transportation Committee: Chair Mclrvin presented a report recommending concurrence in the staff recommendation to adopt the resolution authorizing the full weekend closure of Southport Drive. The closure will occur between August 2, 2024, and September 23, 2024, for the purpose of setting girders, installing girder bracing, and installing deck formwork. MOVED BY MCIRVIN, SECONDED BY VAN, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. LEGISLATION Resolutions: a) Resolution No. 4528: A resolution of the City of Renton, Washington, authorizing the Mayor and City Clerk to enter into an interlocal agreement with the City of Kent for the purpose of providing City of Renton Police Department with access to City of Kent's Gladiator Forensics Server to use the Gladiator Forensics Software entitled Interlocal Agreement between the City of Kent and the City of Renton for Wireless Network Forensics Server Use. MOVED BY RIVERA, SECONDED BY O'HALLORAN, COUNCIL ADOPT THE RESOLUTION AS PRESENTED. CARRIED. June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) b) Resolution No. 4529: A resolution of the City of Renton, Washington, authorizing temporary full street closure of Southport Drive between the 1-405 on and off ramps. MOVED BY MCIRVIN, SECONDED BY VAN, COUNCIL ADOPT THE RESOLUTION AS PRESENTED. CARRIED. Ordinance for second and final reading: c) Ordinance No. 6136: An Ordinance of the City of Renton, Washington, repealing Chapter 22, Renton River Days Advisory Board, of Title II (Commissions and Boards); Authorizing Corrections; providing for severability; and establishing an effective date. MOVED BY ALBERSON, SECONDED BY MCIRVIN, COUNCIL ADOPT THE ORDINANCE AS PRESENTED.* ROLL CALL: AYES: PRINCE, PEREZ, ALBERSON, RIVERA, O'HALLORAN, MCIRVIN. NAYS: VAN. *MOTION CARRIED. NEW BUSINESS (Includes Council Committee agenda topics, visit rentonwa.gov/cityclerk for more information.) MOVED BY VAN, SECONDED BY MCIRVIN, THAT OUR CITY RAISE THE JUNETEENTH FLAG AT CITY HALL ON jWNE 19,20"14 AND KEEP THE INTENT OF RAISING THE JUNETEENTH FLAG IF POSSIBLE THIS YEAR BUT MORE PROBABLY NEXT YEAR AND REFER THIS ISSUE TO THE ADMINISTRATION.* Discussion ensued regarding the feasibility of raising the Juneteenth flag in two days, the fact that June 19, 2024 is a federal holiday and no staff will be present at City Hall, whether the city owned an official Juneteenth flag, whether a community member could provide an official Juneteenth flag, establishing a flag raising policy, not rushing the ceremony and inadvertently excluding community members, the idea it could be done later this June, and that Councilmembers agreed it was an important thing to do with most agreeing it would likely need to wait until next year. MOVED BY MCIRVIN, SECONDED BY PEREZ, COUNCIL AMEND THE MAIN MOTION TO STRIKE THE DATE AND KEEP THE INTENT OF RAISING THE JUNETEENTH FLAG IF POSSIBLE THIS YEAR BUT MORE PROBABLY NEXT YEAR AND REFER THIS ISSUE TO THE ADMINISTRATION. CARRIED. *MAIN MOTION CARRIED AS AMENDED. Councilmember Alberson stated that several businesses in Renton have closed, made significant cuts, are moving out of Renton, or are not moving to Renton because of Initiative Measure 23-02. June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) MOVED BY ALBERSON, SECONDED BY O'HALLORAN, COUNCIL REFER THE ISSUE OF AMENDING THE RAISE THE WAGE (Initiative Measure 23-02) TO THE COMMITTEE OF THE WHOLE TO ADDRESS THE CONCERNS ABOUT ITS IMPLEMENTATION FROM BUSINESSES AND REQUEST THAT STAFF PROPOSE TO THE COMMITTEE AMENDMENTS THAT WOULD ELIMINATE NON -WAGE RELATED LABOR STANDARDS AND PROVIDE BETTER CLARITY AND EXEMPTIONS REGARDING RENTON'S WAGE AND HOW IT APPLIES TO EMPLOYEES WORKING IN THE CITY.* Discussion ensued regarding the fact that the initiative was enacted by a vote of the people, any proposed changes to the initiative would need to go back to the people for another vote, clarification on whether the motion covered concerns related to King County Elections allegedly not following state law when administering the Special Election (the motion does not cover this), the Council's obligation to have a discussion with affected business owners, the city could have proposed remedies to address business owners' concerns prior to the initiative being placed on the ballot, reasons why business owners waited until after the initiative passed to alert Council of their concerns, 60% of voters approving the measure, alleged personal biases about the initiative, setting a precedent of overturning the will of voters, clarification that initiatives have been sent back to the ballot when they include ambiguous language or are administratively difficult to implement, the notion that there may be nothing that can be done to change the effects of the initiative, and that most voters likely voted for higher wages but were unaware or did not fully understand the underlying effects of the non -wage labor standards incorporated into the initiative. *MOTION CARRIED. .,1AFMIM. .,, ., „. 4 ., . MOTION WITHDRAWN. Discussion ensued regarding the intent of the motion, clarifications on process and whether the issue should be referred to a committee, department, or the Administration, whether the issue should have been a request to have the Administration provide information only, the need to find out what other agencies are doing regarding commercial lease protections, and whether legislation is required at this point. MOVED BY RIVERA, SECONDED BY ALBERSON, COUNCIL WITHDRAW THE INITIAL MOTION MADE BY COUNCILMEMBER RIVERA. CARRIED. June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) MOVED BY RIVERA, SECONDED BY ALBERSON, COUNCIL REFER TO THE ADMINISTRATION A DISCUSSION ON POTENTIAL LEGISLATIVE OR POLICY OR WHATEVER OPTIONS THAT THE CITY CAN DO INCLUDING INFORMATION FROM NEIGHBORING CITIES THAT REDUCE BARRIERS TO COMMERCIAL LEASES FOR SMALL BUSINESSES SUCH AS CAPS TO RENT INCREASES, LIMITING THE AMOUNT LANDLORDS CAN IMPOSE FOR SECURITY DEPOSITS, PERSONAL GUARANTEES AND/OR LETTERS OF CREDIT. CARRIED. ADJOURNMENT MOVED BY PRINCE, SECONDED BY ALBERSON, COUNCIL ADJOURN. CARRIED. TIME: 8:27 PM Jason A. Seth, MMC, City Clerk Jason Seth, Recorder 17 Jun 2024 June 17, 2024 REGULAR COUNCIL MEETING MINUTES AGENDA ITEM #5. a) Council Committee Meeting Calendar June 17, 2024 June 24, 2024 Monday 2:30 p.m. Community Services Committee, Chair Alberson Location: Council Conference Room/Videoconference 1. Appointments to Senior Citizen Advisory Board 2. Emerging Issues in Parks & Recreation 3:30 p.m. Finance Committee, Chair O'Halloran Location: Council Conference Room/Videoconference 1. Proposed Reallocation of 2023 Community Development Block Grant (CDBG) Funds and Community Development Block Grant - Coronavirus Round 3 (CDBG-CV3) Funds 2. Renewal of City's Property, Crime, Pollution, and Cyber Insurance Policies 3. 2024-2028 Interlocal Agreement for Waterfowl (Canada Goose) Management Program 4. Community Public Safety Cameras Contract 5. 2023 Audit Engagement Letter with the Office of Washington State Auditor 6. Vouchers 7. Emerging Issues in Finance 4:30 p.m. Planning & Development Committee, Chair Perez Location: Council Conference Room/Videoconference 1. Comprehensive Plan Elements Update 2. Emerging Issues in CED 5:45 p.m. Committee of the Whole, Chair Prince Location: Conferencing Center 1. Regional Issues 7:00 p.m. Council Meeting Location: Council Chambers/Videoconference AGENDA ITEM #5. b) AB - 3608 SUBJECT/TITLE: Authorization to Purchase two 2024 Ford Forest River Vans for Park and Recreation RECOMMENDED ACTION: Council Concur DEPARTMENT: Public Works Maintenance Services STAFF CONTACT: Ron Kahler, Fleet Manager EXT.: 2660 The total cost of the equipment is $210,082.60 and the total amount budgeted for this equipment is $273,000.00. The Public Works Fleet Section has obtained a quote for the purchase of two 2024 Ford Forest River Vans from Model 1for the Recreation Division of Parks and Recreation Department. Each vehicle costs $109,041.30, for a total of$210,082.60. The requested purchases will replace four existing vehicles in the Parks and Recreation Department: two 1999 GMC vans (13088 and B089)and two 2006 Ford buses (13120 and B121). The Recreation Divisionwill use the new vans for Transportation purposes of program participants and staff. The vans are set up for four passengers and two wheelchair occupants, or can be configured for six passengers. Each vehicles is also equiped with a wheelchair lift for ease of access for those passengers in wheelchairs. Based on current demand and available funds the city is purchasing only two vehicles. The four vehicles being replaced have the following mileages: B088 with 67,425 miles, B089 with 64,714 miles, B120 with 46,710 miles, B121 with 46,177 miles.Over the past two years, these vehicles have incurred a total maintenance cost of $8,109.001and their condition, and mileage warrant replacement. The new vehicles will be purchased using a competitive quote obtained through Washington State contract #07621. As part of the 2024 budget carry forward, $273,000.00 was budgeted for the replacement as part of the 2024 Quarter 1 Fund 501 Equipment Rental Vehicle Acquisition and Replacement Schedule. The estimated cost of the vehicle does fall within the budgeted amount. A. Model 1 Quote Authorize the purchase of one two 2024 Ford Forest River Vans for the Parks and Recreation Department totaling $210,082.60. The vehicles will be purchased utilizing Washington State contract #07621. AGENDA ITEM #5. b) Vehicle Quote Number: 2024-4- Create Purchase Request View organization purchase 177 requests This is a quote only. You must create a purchase request to order this vehicle(s) Contract & Dealer Information Contract #: 07621 Dealer: Model 1 (W2882) Organization Information Organization: RENTON CITY OF - 21725 Email: RKahlerCa)Rentonwa.gov; dwymanCa)modeli.com Quote Notes: Vehicle Location: RENTON RTA Color Options & Qty WHITE - 2 Tax Exempt: N Vehicle Options Order Code Option Description 2024-2233-001 2024 FOREST RIVER VAN FORD TRANSIT Dealer Contact: Derek Wyman Dealer Phone: (888) 633-8380 Qty Unit Price Ext. Price 2 $73,542.00 $147,084.00 2024-2233-006 Full AbiliTrax Flooring 2 $14,850.00 $29,700.00 2024-2233-023 1 Passenger GO -ES With 3 Point Should Belt - 16 Wide 2 $1,880.00 $3,760.00 2024-2233-069 Add Additional Wheelchair Location With QRT Deluxe Tiedowns, L-Pod Anchors, Lap 2 $1,028.00 $2,056.00 & Non -Retractable Shoulder Belts 2024-2233-209 1 Passenger GO -ES With 3 Point Should Belt - 16 Wide 2 $1,880.00 $3,760.00 2024-2233-210 1 Passenger GO -ES With 3 Point Should Belt - 16 Wide 2 $1,880.00 $3,760.00 Quote Totals Total Vehicles: 2 Sub Total: $190,120.00 10.5 % Sales Tax: $19,962.60 Quote Total: $210,082.60 AGENDA ITEM #5. c) AB - 3609 SUBJECT/TITLE: Change Order No. 19 to CAG-22-163 with Pivetta Brother's Construction, Inc. for the Rainier Ave S Corridor Improvements - Phase 4 Project RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Public Works Transportation Systems Division STAFF CONTACT: Bob Hanson, Transportation Design Manager EXT.: 7223 The fiscal impact of Change Order No. 19 to CAG-22-163 with Pivetta Brother's Construction Inc. is $4,077,180.50. The City will be reimbursed for the full amount by the following Franchise Utilities; PSE, Lumen, and Comcast for the construction of the Joint Utility Trench (JUT). The Rainier Ave S Corridor Improvement Project has a current cash balance of approximately $20 million which will be spent down over the next 17 months. Per the agreements with the utilities for the JUT, the city will receive reimbursement with 90 days of requesting payment. Authorization is requested for additional budget appropriations for the Transportation Division in the amount of $4,077,180.50, offset by additional revenues of the same amount and will be included in the Q3 budget adjustment. The Rainier Ave S - Phase 4 (S 3rd St to NW 3rd PI) Project will extend previous corridor improvements from S 3rd St to 1,000 feet north of Airport Way (NW 3rd PI). Project elements include extending a southbound BAT lane from S 2nd St to S 3rd St, pedestrian improvements with street scaping, ped actuated traffic signals (HAWK), transit facility upgrades, access management, and a segment of a regional ped/bike path trail (Lake Washington Loop Trail). The plans show the proposed joint utility trench (JUT) depth in the profiles for the storm sewer, the water main, and the sanitary sewer. After potholing was completed, the proposed joint utility trench was found to be not constructible at the provided elevations due to the presence of numerous -existing and proposed utilities which needed to be avoided to establish separation and cover as required for the JUT. Therefore, the Contractor installed the joint utility trench as shallow as possible while still meeting contract requirements for separation and cover. This resulted in the Joint Utility Trench being much deeper than what was detailed in the profiles. The additional depth of the joint utility trench resulted in a significant changed condition to the original contract. The increase in material quantities was not the only impact. Progress was slowed due to the numerous conflicts, ground water encountered, and flowing sand was encountered due to changing soil conditions and the presence of groundwater. The additional depth also resulted in a significant change in the method of shoring. The bid was based on utilizing fin form boards and jacks suitable for an average depth of 5.5 feet as detailed in the plans. The actual average depth of about 10 feet necessitated the use of larger jacks, steel sheet, and build -a -box shoring which AGENDA ITEM #5. c) was significantly more expensive. Furthermore, the revised depth caused significantly higher costs due to the presence of soils tainted with petroleum products which had to be disposed of appropriately and which could not be disposed of under the unit prices in the contract, all adding to the increased costs. The city's agreement with the utilities requires them to pay for the cost of building the JUT within this corridor, as well as any necessary changes associated with this construction. A. Change Order No. 19 to CAG-22-163 Authorize the Mayor and City Clerk to execute Change Order No. 19 to CAG-22-163 with Pivetta Brother's Construction Inc. for the Rainier Ave S Corridor Improvements — Phase 4 project and authorize additional budget appropriations in the amount of $4,077,180.50 with an offsetting revenue budget to reflect reimbursements from franchise utilities. AGENDA ITEM #5. c) Change Order No. 19 Contract Title: Rainier Avenue S Corridor Improvements - Phase 4 Contractor: Pivetta Brothers Construction, Inc. Contract No.: CAG-22-163 Federal Aid No.: STPUL-1615(005) ® Ordered by Engineer ❑ Proposed by the Contractor (VECP) ❑ Unilateral Original Contract: Current Contract: Estimated Net Change This Order: New Contract: ® Force Account ® Bid Item ® Bid Item Price Adjustment ® Lump Sum Amount Woi $28,284,172.90 500 $29,358,309.27 538 $4,077,180.50 116 $33,435,489.77 654 R ie ed B Prepared a d Issu d By: 2 Re dent Engineer Date gine f Renton Transportation D to Design Manager) Reviewed By: 6/6/2024 Er ginee� of Record Date Reviewed By: 6/6/2024 City of Rent Project Manager Date Reviewed By: City Attorney Change Order No Contract Title: Contract No. Date 19 Consent By: Surety (Greaterthan 25% cost and/or20% Date time increase) Endorsed By: Contractor Date Executed By: City of Renton Public Works Date Administrator / Mayor Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 1 of 92 AGENDA ITEM #5. c) THE CONTRACT IS MODIFIED AS FOLLOWS: This Change Order is in eight parts: A. Excavation of Test Pits for Tainted Soils and ground Water for Joint Utility Trench B. Structure Excavation Class B Incl. Haul for Joint Utility Trench C. Shoring or Extra Excavation Class B for Joint Utility Trench D. Sand Bedding Including Haul for Joint Utility Trench E. Gravel Borrow Incl. Haul F. Disposal of Petroleum Tainted Materials Incl. Haul G. Dewatering for Joint Utility Trench H. Additional Time, Extended Overhead, and Profit A. Excavation of Test Pits for Tainted Soils for Joint Utility Trench 1. Description of Change: This part of the Change Order creates a new Bid Item 19-D63 — Excavation of Test Pits for Tainted Soils for Joint Utility Trench. Tainted soils are defined as soils containing levels of petroleum which do not exceed the Model Toxics Control Act (MTCA) Method A Soil Cleanup Levels for Unrestricted Land Uses but, due to the detected presence of petroleum contaminants, were not accepted by the owners of the Contractor's normal disposal sites. The locations and depths of excavation are identified on the attached drawing. The proposal is revised as follows: 19-1363 — Excavation of Test Pits for Tainted Soils and Water for Joint Utility Trench, 8-35, @ $40,000.00/EST = $40,000.00 (Force Account) This bid item includes the excavation of a 2-foot by 4-foot pit to a depth of 8 feet then backfilling the pit with the excavated soil and compacting it to 85 percent maximum density. The surface of the disturbed area shall be smoothed and restored to its pre-existing condition. SP 2-05.3 Construction Requirements The first paragraph is revised as follows: Contaminated materials may exist on this project. The site history, results indicate a potential for encountering petroleum hydrocarbons and petroleum- Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 2 of 92 AGENDA ITEM #5. c) related constituents, petroleum fuels (gasoline, diesel, etc.) and other waste oil - related contaminants in soil. Material testing above MICA Method A Soil Cleanup Levels for Unrestricted Land Uses will be evaluated for payment under this section. 411 Gth.pr .,yGt.P.-1 m-ot.pri-ol Will h-P Under- the g .,1 e.,+;1„, 2. Measurement: SP 8-35.4 Measurement is supplemented as follows: No specific unit of measurement shall apply to the force account item of "Excavation of Test Pits for Tainted Soils and Water for Joint Utility Trench". 3. Payment: SP 8-35.5 Payment is supplemented as follows: "Excavation of Test Pits for Tainted Soils and Water for Joint Utilitv Trench" force account as provided in Section 1-09.6. 4. Reason for Change: The Contractor encountered tainted soils while excavating for the joint utility trench. Disposing of contaminated soils exceeding the MTCA Method A Soil Cleanup Levels for Unrestricted Land Uses is relatively more expensive than that for tainted soils. To minimize the quantity of soils disposed as contaminated soils and therefore save project funds, a series of five test pit sites was identified, excavated, and tested. 5. Affects DBE Work: ❑ Yes M No 6. Materials: N/A 7. Plans: A plan sheet is attached showing the locations of the test pits. 8. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. The estimated increase is $40,000.00. 9. Extension of Time: The additional Time for Completion including for the work for this entire Change Order is included in section H. of this Change Order. B. Structure Excavation Class B Incl. Haul for Joint Utility Trench 1. Description of Change: Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 3 of 92 AGENDA ITEM #5. c) This part of the Change Order deletes the quantity in existing Bid Item D8 Structure Excavation Class B Incl. Haul for Joint Utility Trench and creates new Bid Item 19-D65 Structure Excavation Class B Incl. Haul for Joint Utility Trench which addresses the increased excavation costs caused by numerous conflicts, increased quantities, groundwater encountered due to the additional depth, and flowing sand encountered due to changing soil conditions and the presence of groundwater. The proposal is revised as follows: 19-138 — Structure Excavation Class B Incl. Haul for Joint Utility Trench, 2-09, -4,190 CY @ $73.20/CY =-$306,708.00 (Bid Item) 19-1365 — Structure Excavation Class B Incl. Haul for Joint Utility Trench, 8-35, 8,000 CY @ $240.00/CY = $1,920,000.00 (Bid Item) Section 2-09.3(2) Classification of Structure Excavation is supplemented as follows: 3. Class B, Joint Utility Trench — Structure Excavation Class B Incl. Haul for Joint Utilitv Trench shall include all excavation for the joint utility trench including excavation outside of the neat lines of the structure excavation. Shoring. beddinL-. and backfilline shall be classified separately. SP 8-35.3(1) Excavating and Backfilling The first paragraph is revised as follows: Excavations shall conform to the requirements of Section 2-09 Structure Excavation except as modified in SP 8-35. Excavations greater than 8 feet may be required. In areas of congested underground utilities, the Contractor shall make provisions within the project schedule for less than optimal production rates. SP 8-35.3(1) Excavating and Backfilling The fifth paragraph is revised as follows: *the EpgipeeF deteAPgina-; th-ot th-P P-igti .p PgGt.P.-;.,1 ;r 4G191e -OF hill Gravel Borrow conforming to Section 9-03.14(1) of the Standard Specifications shall be used to backfill the trench. 2. Measurement: SP 2-09.4 Measurement paragraphs 1-4 are revised as follows: Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 4 of 92 AGENDA ITEM #5. c) bytheCubic- qa-rc. Ne-rrrEiq5a'FePqeiqti}j--n-rcrrc�-ra-r-c)cEgvuc -iv SP 8-35.4 Measurement is supplemented as follows: "Structure Excavation Class B Incl. Haul for Joint Utilitv Trench" will be measured by the cubic yard. Actual field measurements, including irregularities caused by material lost durine excavation due to flowinL- sand, will be used to calculate excavation quantities. 3. Payment: SP 2-09.5 Payment paragraphs 1 and 2 are revised as follows: "StY,=,UG-tk!-I"��FC-$'cr�krGIGS3 Ei—�cer-4ei t Utilitty'-T-Fepe L, peF eulbi-c PGT� SP 8-35.5 Payment is supplemented as follows: Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 5 of 92 AGENDA ITEM #5. c) The Dreviously Daid auantitv for "Structure Excavation Class B Incl. Haul for Joint Utility Trench" under Bid Item D8 will be removed and a new payment will be made under Bid Item D65 for "Structure Excavation Class B Incl. Haul for Joint Utilitv Trench". Der cubic vard. 4. Reason for Change: Excavation for the joint utility trench was designed to have an average depth of approximately 5.5 feet with trench depths exceeding 8 feet on occasion. Numerous conflicts were encountered at depths that resulted in an average trench depth of approximately 10 feet, resulting in a determination of a significant changed condition. The increase in quantities was not the only impact. Progress was slowed due to the numerous conflicts, ground water encountered due to the additional depth, and flowing sand encountered due to changing soil conditions and the presence of groundwater. 5. Affects DBE Work: ❑ Yes ® No 6. Materials: N/A. 7. Plans: N/A. 8. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. The new cost of $1,920,000.00 less the previous cost of $306,708.00 results in an increase estimated at $1,613,292.00. 9. Extension of Time: The additional Time for Completion including for the work for this entire Change Order is included in section H. of this Change Order. C. Shoring or Extra Excavation Class B for Joint Utility Trench 1. Description of Change: This part of the Change Order deletes the Bid Items 19-D9 and 19-11357, Shoring or Extra Excavation Class B for Joint Utility Trench and creates a new Bid Item 19-11367, Shoring or Extra Excavation Class B for Joint Utility Trench which addresses the increased shoring costs caused by the increased depth and width of the join utility trench. The proposal is revised as follows: 19-1139 — Shoring or Extra Excavation Class B for Joint Utility Trench, 7-08, -1 LS @ $133,560.00 =-$133,560.00 (Lump Sum) Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 6 of 92 AGENDA ITEM #5. c) 19-1357 — Shoring or Extra Excavation Class B for Joint Utility Trench, 7-08, -1 LS @ $1,815.78 =-$1,815.78 (Lump Sum) 19-1367 — Shoring or Extra Excavation Class B for Joint Utility Trench, 8-35, 1 LS @ $1,484,000.00 = $1,484,000.00 (Lump Sum) 2. Measurement: Section 8-35.4 Measurement is supplemented as follows: No specific unit of measurement shall apply to the lump sum item "Shoring or Extra Excavation Class B for Joint Utility Trench". 3. Payment: Section 8-35.5 Payment is supplemented as follows: The previously paid quantity for "Shoring or Extra Excavation Class B for Joint Utility Trench" under Bid Items D9 and D57 will be removed and a new payment will be made under Bid Item D67 for "Shoring or Extra Excavation Class B for Joint Utility Trench", per lump sum. 4. Reason for Change: The additional depth of the joint utility trench resulted in a significant change in the method of shoring required. The bid was based on fin form board and jack shoring suitable for an average trench depth of 5.5 feet as detailed in the plans. The actual average depth of about 10 feet necessitated the use of larger jacks, steel sheets, and build -a -box shoring. This resulted in higher rental costs and required more labor to install, maintain, and remove. Changes were also made for consistency and clarity between the Schedule of Prices and Special Provisions. Section 2-09 of the Standard Specifications, referenced in Section 8-35 of the Special Provisions provides that measurement be made by the square foot while Section 7-08 of the Standard Specifications provides that Shoring be measured by Lump Sum. Section 7-08 is for water construction. Supplemented SP 8-35 clarifies that measurement and payment will be by lump sum. 5. Affects DBE Work: ❑ Yes ® No 6. Materials: N/A. 7. Plans: N/A. Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 7 of 92 AGENDA ITEM #5. c) 8. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications, the estimated net increase is $1,348,624.22. All extended overhead for this Change Order is included in Structure Excavation Class B Incl. Haul for Joint Utility Trench. The lump sum was deleted and replaced price was increased from $135,375.78 to $1,484,000.00. 9. Extension of Time: The additional Time for Completion including for the work for this entire Change Order is included in section H. of this Change Order. D. Sand Bedding Including Haul for Joint Utility Trench 1. Description of Change: The width of the trench was increased resulting in an increase in the quantity of sand bedding. The estimated amount was increased by 1,000 tons resulting in an increase of $44,750.00. The unit price for the bid item remains at $44.75 per ton. The proposal is revised as follows: 19-1313 — Sand Bedding Incl. Haul for Joint Utility Trench, 8-35, 1,000 TN @ $44.75/Ton = $44,750.00 (Bid Item) 2. Measurement: As provided in the Contract. 3. Payment: As provided in the Contract. 4. Reason for Change: Flowing sand encountered during the excavation of the joint utility trench and reconfiguration of the conduit sections to fit the joint utility trench between existing utilities resulted in an increased width of the joint utility trench. Due to this increased width more sand bedding was required to construct the joint utility trench. The result was an estimated increase of 50% in quantity of this bid item. 5. Affects DBE Work: ❑ Yes ® No 6. Materials: As approved earlier in the submittal process. 7. Plans: N/A. 8. Equitable Adjustment: This Change Order included an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. The net Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 8 of 92 AGENDA ITEM #5. c) increase is estimated at $44,750.00. The increase in quantity was 50% and no renegotiation to change the unit price was sought by either party. 9. Extension of Time: The additional Time for Completion including for the work for this entire Change Order is included in section H. of this Change Order. E. Gravel Borrow Incl. Haul 1. Description of Change: The original bid documents provided for the use of native material removed from the trench to be used as backfill as may be approved by the Engineer. The decision was made to backfill only with imported gravel. The proposal is revised as follows: 19-1362 — Gravel Borrow Incl. Haul, 8-35, 4,500 TN @ $24.20/Ton = $108,900.00 (Bid Item) 2. Measurement: As modified in Change Order #11. 3. Payment: As modified in Change Order #11. 4. Reason for Change: There was little material suitable for backfill and the selection of suitable native material was made difficult by the extent of groundwater. 5. Affects DBE Work: ❑ Yes ® No 6. Materials: As approved earlier in the submittal process. 7. Plans: N/A. 8. Equitable Adjustment: This Change Order included an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. The estimated quantity increase is 4,500 tons at $24.20 per ton equaling an estimated increase of $108,900.00. The increase in quantity was approximately 100% and no renegotiation to change the unit price was sought by either party. All extended overhead for this Change Order is included in Structure Excavation Class B Incl. Haul for Joint Utility Trench. 9. Extension of Time: The additional Time for Completion including for the work for this entire Change Order is included in section H. of this Change Order. Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 9 of 92 AGENDA ITEM #5. c) F. Disposal of Petroleum Tainted Materials Incl. Haul 1. Description of Change: This part of the Change Order creates a new Bid Item 19-D64 Disposal of Petroleum Tainted Materials Incl. Haul. This item provides for less costly disposal of Petroleum Tainted Materials. Petroleum Tainted Materials are defined as soils containing levels of petroleum which do not exceed the Model Toxics Control Act (MTCA) Method A Soil Cleanup Levels for Unrestricted Land Uses, but due to the detected presence of petroleum contaminants, were not accepted by the owners of the Contractor's normal disposal sites. The proposal is revised as follows: 19-1364 — Disposal of Petroleum Tainted Materials Incl. Haul, 8-35, 750 Ton @ $63.46/Ton = $47,595.00 (Bid Item) 2. Measurement: SP 8-35.4 Measurement is supplemented as follows: "Disposal of Petroleum Tainted Materials Incl. Haul" will be measured by the ton of petroleum tainted materials disposed at an approved facility as detailed on the dump tickets. Petroleum tainted materials are excavated materials with the presence of petroleum odor whose concentration is less than that defined as contaminated. 3. Payment: SP 8-35.5 Payment is supplemented as follows: "Disposal of Petroleum Tainted Materials Incl. Haul". Der ton. 4. Reason for Change: Petroleum Tainted Materials are differentiated from contaminated soils as safe to use like ordinary clean soil. However, disposal site owners are fearful of changing regulations and typically refuse soils with any level of reported contamination. The cost of disposal is significantly less and we were able to get a firm price for disposal at a known approved site and a fixed price for haul. 5. Affects DBE Work: ❑ Yes ® No 6. Materials: N/A. Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 10 of 92 AGENDA ITEM #5. c) 7. Plans: N/A. 8. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. The estimated increase is $47,595.00. 9. Extension of Time: The additional Time for Completion including for the work for this entire Change Order is included in section H. of this Change Order. G. Dewatering for Joint Utility Trench 1. Description of Change: This part of the Change Order creates a new Bid Item 19-D66, Dewatering for Joint Utility Trench. This Change Order provides for payment to the Contractor for work to remove and mitigate unexpected amounts of ground water encountered during excavation of the joint utility trench. Negligible amounts of ground water were expected to be encountered in the joint utility trench excavation per the Geotechnical Report that was attached to the contract. The proposal is revised as follows: 19-D66 — Dewatering for Joint Utility Trench, 8-35, 1 EST @ $500,000.00/EST = $500,000.00 (Force Account) 2. Measurement: SP 8-35.4 Measurement is supplemented as follows: No specific unit of measurement shall apply to the force account item of "Dewatering for Joint Utility Trench". 3. Payment: SP 8-35.5 Payment is supplemented as follows: "Dewatering for Joint Utility Trench", by force account as provided in Section 1- 09.6. 4. Reason for Change: The Contractor encountered far more groundwater than expected during joint utility trench excavation. However, it was the change in depth of excavation of the joint utility trench that caused the significant portion of the increase in ground water. This was determined to be a significant changed condition, entitling the Contractor to compensation. Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 11 of 92 AGENDA ITEM #5. c) 5. Affects DBE Work: ❑ Yes © No 6. Materials: N/A. 7. Plans: N/A. 8. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. The estimated increase is $500,000.00. 9. Extension of Time: The additional Time for Completion including for the work for this entire Change Order is included in section H. of this Change Order. H. Additional Time, Extended Overhead, and Profit 1. Description of Change: This part of the Change Order provides for extended overhead and profit for all the items described in sections A. through G. and the additional 116 working days needed to complete the work. In the cases of force account work, the overhead and profit are included in the markup. Where unit price bid items were added or deleted the overhead and profit is included in the unit prices. Extended overhead includes home office overhead and onsite overhead. The profit and extended overhead are included in the equitable adjustment in each of the items described in sections A. though G. 2. Measurement: N/A 3. Payment: N/A 4. Reason for Change: The work to excavate the joint utility trench to an average depth of approximately 10 feet instead of the average approximate depth of 5.5 feet, to investigate tainted soils, to dispose of tainted soils, to excavate and dispose of contaminated soils and ground water, to resolve utility conflicts, to remove and/or mitigate groundwater impacts, to install more comprehensive shoring, to bed with increased quantities of sand, and to backfill with increase quantities of gravel borrow delayed the Contractor by 116 working days per the updated CPM Schedule. 5. Affects DBE Work: ❑ Yes © No 6. Materials: N/A. 7. Plans: N/A. Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 12 of 92 AGENDA ITEM #5. c) 8. Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. The calculated increase in extended overhead and profit for the quantities in the new Bid Item 19-D65, Structure Excavation Class B Incl. Haul for Joint Utility Trench, the new Bid Item 19-D67, Shoring or Extra Excavation Class B for Joint Utility Trench, and for the 116 added working days is $1,089,657.29 (approximately $9,400/added working day). This increase will be included in the payments for the quantities in the new Bid Item 19-D65, Structure Excavation Class B Incl. Haul for Joint Utility Trench and the new Bid Item 19-D67, Shoring or Extra Excavation Class B for Joint Utility Trench. 9. Extension of Time: This Change Order includes an extension of time of 116 working days to account for the schedule impacts caused by the additional work described in items A. through G. of this Change Order. The new unit prices that were negotiated for Bid Item 19-D65, Structure Excavation Class B Incl. Haul for Joint Utility Trench and Bid Item 19-D67, Shoring or Extra Excavation Class B for Joint Utility Trench include the time for crew labor and equipment and the additional costs for field and home office overhead for the 116 added working days. Home office overhead was included because the original unit prices for these bid items included 8% home office overhead. The replacement unit price, to maintain consistency, must also contain home office overhead costs. Extended overhead and profit for the new Bid Item 19-D65, Structure Excavation Class B Incl. Haul for Joint Utility Trench, the new Bid Item 19-D67, Shoring or Extra Excavation Class B for Joint Utility Trench, and for the 116 added working days was calculated at $1,089,657.29. Sections 1-04.4 and 1-04.5 of the 2022 WSDOT/APWA Standard Specifications shall govern this Change Order. The Work of the referenced Contract is modified to include the changes detailed herein. The payment provided for herein shall constitute the complete and final settlement for all costs of labor, equipment, materials, overhead, profit, permit fees, and all other claims that may be made by the Contractor as a result of this change. Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 13 of 92 AGENDA ITEM #5. c) To be attached to Change Order: ❑ 1-Field Directive/Request for Information Response © 2-Estimated Change Order Cost ® 3-Plans © 4-Change Order Quotation ❑ 5-Project Labor List ❑ 6-Force Account Equipment Rate Request (DOT Form 422-010 EF) ❑ 7-Equitable Adjustment Determination ❑ 8-Additional Working Days Calculation Change Order No. Contract Title: Contract No. 19 Rainier Ave S Corridor Improvements — Phase 4 CAG-22-163 Page 14 of 92 Revised JUT Depth - Estimated Change Order Cost AGENDA ITEM #5. c) Change Order Cost (Equitable Adjustment) Project Name: Rainier Ave S Corridor Improvements - Phase 4 Contractor: Pivetta Brothers Construction, Inc. Contract No: CAG-22-163 Federal Aid No: STPUL-1615(005) Construction Manager: Perteet Change Order No. 19 By: Jordan Howe Date:5/31/2024 Item No. Description I Quantity Unit Unit Price Cost Independent Estimate 19-D63 Labor - Pivetta(Operator) 40 Hours $ 92.00 $3,680.00 19-D63 Labor - Pivetta(Operator) 40 Hours $ 92.00 $3,680.00 19-D63 Labor - Pivetta(Operator) 40 Hours $ 92.00 $3,680.00 19-D63 Labor - Pivetta(Laborer) 40 Hours $ 75.00 $3,000.00 19-D63 Labor - Pivetta(Foreman) 40 Hours $ 96.00 $3,840.00 19-D63 Labor Markup $17,880.00 Cents/Dollar $ 0.31 $5,542.80 19-D63 Equipment - Pivetta(Excavator) 40 Hours $ 111.00 $4,440.00 19-D63 Equipment - Pivetta(Excavator) 40 Hours $ 85.00 $3,400.00 19-D63 Equipment - Pivetta(Loader) 40 Hours $ 85.00 $3,400.00 19-D63 Equipment - Pivetta(Dump Truck) 40 Hours $ 80.00 $3,200.00 19-D63 Equipment - Pivetta(Pickup Truck) 40 Hours $ 25.00 $1,000.00 19-D63 Equipment - Pivetta(Pickup Truck) 40 Hours $ 25.00 $1,000.00 19-D63 Equipment Markup $16,440.00 Cents/Dollar $ 0.21 $3,452.40 19-D63 CALCULATED TOTAL: $43,315.20 $40,000.00 19-D63 ESTIMATED TOTAL: 19-D64 Labor - Gary Reed Trucking (Operator) 124 Hours $ 85.00 $10,540.00 19-D64 Labor Markup $10,540.00 Cents/Dollar $ 0.31 $3,267.40 19-D64 Equipment - Gary Reed Trucking (Dump Truck) 124 Hours $ 80.00 $9,920.00 19-D64 Equipment Markup $9,920.00 Cents/Dollar $ 0.21 $2,083.20 19-D64 Services - Gary Reed Trucking (Dump Fees) 744 Tons $ 35.00 $26,040.00 19-D64 Services Markup $26,040.00 Cents/Dollar $ 0.21 $5,468.40 19-D64 Subcontractor Markup $57,319.00 Cents/Dollar I $ 0.12 $6,878.28 19-D64 CALCULATED TOTAL: $64,197.28 $47,595.00 19-D64 ESTIMATED TOTAL: 19-D65 Labor - Pivetta(Operator) 1412 Hours $ 92.00 $129,940.80 19-D65 Labor - Pivetta(Operator) 1412 Hours $ 92.00 $129,940.80 19-D65 Labor - Pivetta(Operator) 1412 Hours $ 92.00 $129,940.80 19-D65 Labor - Pivetta(Laborer) 1412 Hours $ 75.00 $105,930.00 19-D65 Labor - Pivetta(Foreman) 1412 Hours $ 96.00 $135,590.40 19-D65 Labor - Pivetta(Truck Driver) 1176 Hours $ 92.00 $108,235.29 19-D65 Labor Markup $739,578.09 Cents/Dollar $ 0.31 $229,269.21 19-D65 Equipment - Pivetta(Excavator) 1412 Hours $ 111.00 $156,776.40 19-D65 Equipment - Pivetta(Excavator) 1198 Hours $ 85.00 $101,864.00 19-D65 Equipment - Pivetta(Loader) 1412 Hours $ 85.00 $120,054.00 19-D65 Equipment - Pivetta(Dump Truck) 1412 Hours $ 80.00 $112,992.00 19-D65 Equipment - Pivetta(Pickup Truck) 1412 Hours $ 25.00 $35,310.00 19-D65 Equipment - Pivetta(Pickup Truck) 1412 Hours $ 25.00 $35,310.00 19-D65 Equipment - Pivetta(Dump Truck) 1176 Hours $ 105.00 $123,529.41 19-D65 Equipment Markup $685,835.81 Cents/Dollar $ 0.21 $144,025.52 19-D65 Services - Pivetta(Dump Fees) 471 Loads $ 370.00 $174,117.65 19-D65 Services Markup $174,117.65 Cents/Dollar $ 0.21 $36,564.71 19-D65 CALCULATED TOTAL: $2,009,390.99 $1,920,000.00 19-D65 ESTIMATED TOTAL: 19-D66 Labor - Pivetta(Operator) 514 Hours $ 92.00 $47,251.20 19-D66 Labor - Pivetta(Operator) 514 Hours $ 92.00 $47,251.20 19-D66 Labor - Pivetta(Operator) 514 Hours $ 92.00 $47,251.20 19-D66 Labor - Pivetta(Laborer) 514 Hours $ 75.00 $38,520.00 19-D66 Labor - Pivetta(Foreman) 514 Hours $ 96.00 $49,305.60 19-D66 Labor Markup $229,579.20 Cents/Dollar $ 0.31 $71,169.55 19-D66 Equipment - Pivetta(Excavator) 514 Hours $ 111.00 $57,009.60 19-D66 Equipment - Pivetta(Excavator) 514 Hours $ 85.00 $43,656.00 19-D66 Equipment - Pivetta(Loader) 514 Hours $ 85.00 $43,656.00 19-D66 Equipment - Pivetta(Dump Truck) 514 Hours $ 80.00 $41,088.00 19-D66 Equipment - Pivetta(Pickup Truck) 514 Hours $ 25.00 $12,840.00 19-D66 Equipment - Pivetta(Pickup Truck) 514 Hours $ 25.00 $12,840.00 19-D66 Equipment Markup $211,089.60 Cents/Dollar 0.21 $44,328.82 Change Order #19 - Page 15 of 92 Revised JUT Depth - Estimated Change Order Cost AGENDA ITEM #5. c) Change Order Cost (Equitable Adjustment) Project Name: Rainier Ave S Corridor Improvements - Phase 4 Contractor: Pivetta Brothers Construction, Inc. Contract No: CAG-22-163 Federal Aid No: STPUL-1615(005) Construction Manager: Perteet Change Order No. 19 By: Jordan Howe Date:5/31/2024 Item No. Description Quantity Unit Unit Price Cost 19-D66 CALCULATED TOTAL: $556,167.17 $500,000.00 19-D66 ESTIMATED TOTAL: 19-D67 Labor - Pivetta(Operator) 642 Hours $ 92.00 $59,064.00 19-D67 Labor - Pivetta(Operator) 642 Hours $ 92.00 $59,064.00 19-D67 Labor - Pivetta(Operator) 642 Hours $ 92.00 $59,064.00 19-D67 Labor - Pivetta(Laborer) 642 Hours $ 75.00 $48,150.00 19-D67 Labor - Pivetta(Foreman) 642 Hours $ 96.00 $61,632.00 19-D67 Labor Markup $286,974.00 Cents/Dollar $ 0.31 $88,961.94 19-D67 Equipment - Pivetta(Excavator) 642 Hours $ 111.00 $71,262.00 19-D67 Equipment - Pivetta(Excavator) 642 Hours $ 85.00 $54,570.00 19-D67 Equipment - Pivetta(Loader) 642 Hours $ 85.00 $54,570.00 19-D67 Equipment - Pivetta(Dump Truck) 642 Hours $ 80.00 $51,360.00 19-D67 Equipment - Pivetta(Pickup Truck) 642 Hours $ 25.00 $16,050.00 19-D67 Equipment - Pivetta(Pickup Truck) 642 Hours $ 25.00 $16,050.00 19-D67 Equipment Markup $263,862.00 Cents/Dollar $ 0.21 $55,411.02 19-D67 Materials - Pivetta (Fin Form) 50 EA $ 197.66 $9,883.13 19-D67 Materials Markup $9,883.13 Cents/Dollar $ 0.21 $2,075.46 19-D67 Service - Pivetta (Shoring Steel Sheets) 316800 Hours $ 0.47 $149,094.00 19-D67 Service - Pivetta (Jacks) 950400 Hours $ 0.47 $447,282.00 19-D67 Service - Pivetta (Build -A -Box Shoring) 17280 Hours $ 3.50 $60,541.20 19-D67 Service - Pivetta (Delivery and Return Costs) 150 Loads $ 208.96 $31,343.63 19-D67 Service Markup $688,260.83 Cents/Dollar $ 0.21 $144,534.77 19-D67 CALCULATED TOTAL: $1,539,963.14 $1,484,000.00 19-D67 ESTIMATED TOTAL: Bid Item Change 19-D8 Structure Excavation Class B Incl. Haul for Joint Utility Trench -4190 CY $ 73.20 -$306,708.00 19-D9 Shoring or Extra Excavation Class B for Joint Utility Trench -1 LS $ 133,560.00 -$133,560.00 19-D13 Sand Bedding Incl. Haul for Joint Utility Trench 1000 Tons $ 44.75 $44,750.00 19-D57 Shoring or Extra Excavation Class B for JUT Revisions at Victoria -1 LS $ 1,815.78 -$1,815.78 19-D62 Gravel Borrow Incl. Haul 4500 Tons $ 24.20 $108,900.00 19-D63 Excavation of Test Pits for Tainted Soils and Water for Joint Utility Trench 1 EST $ 40,000.00 $40,000.00 19-D64 Disposal of Petroleum Tainted Materials Incl. Haul 750 Tons $ 63.46 $47,595.00 19-D65 Structure Excavation Class B Incl. Haul for Joint Utility Trench 8000 CY $ 240.00 $1,920,000.00 19-D66 Dewatering for Joint Utility Trench 1 EST $ 500,000.00 $500,000.00 19-D67 Shoring or Extra Excavation Class B for Joint Utility Trench 1 LS $1,484,000.00 $1,484,000.00 TOTAL $3,703,161.22 Overhead Per attached determination By Agreement $0.00 Estimated Change Order Cost (Schedule D) $3,703,161.22 Estimated Sales Tax Cost (Schedule D) $374,019.28 Estimated Change Order Cost $4,077,180.50 Summary of Contractors Quotes: Item Quote Location Quoted Cost 19-D8 SL34s1 $ (306,708.00) 19-D9 SL34s1 $ (133,560.00) 19-D13 SL34s1 $ 20,199.68 19-D57 SL34s1 $ (1,815.78) 19-D62 SL34s1 $ 185,013.62 19-D63 SL34s1 $ - 19-D64 SL34s1 $ 47,595.00 19-D65 SL34s1 $ 2,600,239.14 19-D66 SL34s1 $ 400,000.00 19-D67 SL34s1 $ 926,357.14 Total Quoted Added Cost: $ 3,737,320.80 Change Order #19 - Page 16 of 92 Revised JUT Depth - Plans h- -\� qr� • _, O Sta. 26+04-M Hayes • 26+ es-1-B a Hayes-2-M ayes-2-B O Hayes-3-M O Hayes-3-B i M WOSOWOS @( Sta. 24+90-M O Sta. 24+90-B O Sta. 24+65-M ':D Sta. 24+65-B [m Rainier Aver Analytical Kii 0 s � O Sta. 23+89-M O Sta. 23+89-B i QD ` w O Sta. 23+30-M r 0 Sta. 23+30-B �� c O O �o m N —i Ln N c� Ln � N M v �4a 0, 0- 0 rn N Q f6 GJ v to = u v � z v O 0 �m�����������v�m���Q)a)v�a)Q)Q) 4 u 4 111111W4- �. ww. ��Q)Q)������ �o g000000000000 H H H H �— �— O 0 0 O O O O O O O O O O o z o ozzozzzzzzzzzz U U U U w m m m m m z m m m O m O m m 00 I 00 Ln to m 0 o m m O 0 + Q N a N Q N Q N a N Q N a N Q N a N Q N Q N j, N 5 j, N 5 j, N N N N N N N N N N N L Ln Ln m Ln Ln Ln Ln m Lit N Lf1 Ln M Ln M �o m M M M qt •C N N N N N N N N N N N N N N N N N N N r"i N N rq N N N N NO fC u O J N n. C7 M It ro ro 00 °° 00 °° Ln "N' � r- 00rn ` A 00 00 00 00 N 00 M M N 00 00 N 00 N 00 NN 00 M 00 -1CY) Ln Ln i OQ O O O N O O a) M M M rn O m m M M 0 0 0 0 \ \ Ln \ \ U Q N \ O0 O O rI 0 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) IVETT Serial Letter: 018 September 5, 2023, 2023 To: Michelle Faltaous City of Renton 1055 South Grady Way Renton, Washington 98057 Reference Project: CAG-22-163, Rainier Ave S Corridor Improvements - Phase 4 Project Subject: PCO-024 JUT Shoring Changes Mrs. Michelle Faltaous: As discussed with the City's project team, Pivetta Brothers Construction, Inc (Pivetta) has been impacted by changes to the Joint Utility Trench (JUT) that have created more difficult and expensive shoring. These changes were driven by the number of utilities found during the early potholing work as well as changes requested by the utilities in Field Directives #30, #31, and #37 and RFI-111. During the bid phase, Pivetta established our shoring plan based on the JUT profile provided in the profile sheets for the water, sewer, and storm work. These profiles showed the JUT being between 4 ft and 6 ft below ground surface (BGS). The preferred shoring solution for this depth is Speed Shore, using hydraulic jacks and fin form (rated plywood). This system was selected based on our ability to procure the majority of the materials up front, it's flexibility to shore around known utilities, and the ease it can be installed with a 2-man crew (2 Laborers on either side of the trench). The shoring jacks were selected based on the JUT trench sections provided on sheets 160 and 161, where one size could be used for half of the JUT. During the potholing operations, Pivetta discovered a significant number of additional utilizes. These additional utilities adjusted the JUT Excavation Plan extending the depth of the JUT between 8 ft and 10 ft BGS for the majority of its length. The specifications do identify that the JUT could be expected to be as deep as 12 feet, but this was generally expected to only occur at the Rainier Ave and 2nd St intersection where the design drawings depicted the JUT going down to 9 ft BGS. Additional impacts to the JUT shoring system have also been caused by the varying soil conditions, unstable soils due to dewatering, and increased width of the trench to accommodate changes by the utilities. The direct costs for some of this work has been accounted for in the force account tickets, but the total impact due to changing our shoring design has not. These impacts to our operations includes: • Slower operations to set steel plates weighing 2,800 to 4,000 lbs. using multiple equipment and laborers instead of a single man lowering an 80 lbs. sheet of fin form, • Additional time and equipment to move the large steel sheets, whereas all the fin form for a day could be moved with a single load, and Change Order #19 - Page 19 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Increased time to adjust the large steel sheets to avoid extensions that blocked driveways and sidewalks, whereas the fin form could be easily laid horizontally and overlapped with lower sheets. Current Cost Impacts from Walgreens to Sansonia (STA 14+00 to 18+00) The current design required to construct the JUT now consists of steel plates, hydraulic jacks, fin form, and build -a -boxes. These different elements are required to construct the JUT at the deeper depth, as well as accommodate the continuous discovery of utilities, and dewatering requirements. The costs associated with installing this more intense shoring is as follows: Additional Shoring Materials and Rental $36,674.28 Additional Labor and Equipment $152,462.66 Total Cost $189,136.94 Calculating Additional Shoring Costs Based on the original design of the JUT, this section of JUT was expected to use the shoring jacks and fin form purchased for the project and no additional materials would need to be rented. As shown in the attached JUT Shoring and Inventory Costs sheet, a significant number of jacks and steel plates needed to be rented between June 12, 2023 and July 31, 2023 to construct the JUT from Walgreens to Sansonia. Calculating Labor Costs As provided for in the July Progress Schedule update (Serial Letter L-015), the first section of the JUT from Walgreens to Sansonia took 35 Working Days (based on a 5-day work week). This time was divided as follows: Documented Force Account 14 Working Days Contract Duration 5 Working Days Pivetta Inefficiencies 5 Working Days Required Shoring Changes 11 Working Days The total cost for labor and equipment to construct the first segment of the JUT from Walgreens to Sansonia is $291,065.08, see attached JUT Labor and Equipment Cost Sheet. Of the 35 Working Days in this period,14 Working Days were attributed to Force Account work leaving only 21 Work Days, at a cost of $13,860.24 per Work Day. Future Changes Shoring Changes to the JUT Design Based on the current JUT Excavation Plan, Pivetta is expecting similar costs for the work through the Horseshoe (STA 18+00 to 20+25) and up to Hayes St (STA 18+00 to 26+25). The expected cost for this additional work is $645,427 based on the current costs of $472.84 per LF. These costs do not include the shoring extensions that now need to be purchased so the hydraulic jacks bought for the project can be used as planned for the JUT section north of Hayes St. The costs listed above do not include impacts to our subcontractor that have not been accounted for in the listed impacts or force account tickets. Change Order #19 - Page 20 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) We appreciate the City of Renton's efforts to resolve issues as they arise and keep the project moving forward. Pivetta will continue working to limit the additional costs associated with the unforeseen delays. Please feel free to contact me at (206) 914-2723, if you have any questions or concerns. Respectfully, Lam% Bill Adams Sr. Project Manager w/ Attachments: JUT Excavation Plan - Revised JUT Shoring Inventory and Costs JUT Labor and Equipment Costs Cc: Jordan Howe, Perteet Change Order #19 -Page 21 of 92 L r LLJ 1 1 w J I O r-) LC) — . — r7 O< LC)+ J ON LLJ � N N J Q 00 ~ O Q O Cf) O I-- (n O -- O - + 0 <oL cno±� . N Ln I I E I� + (/) O I h U I I f Z II w ,0, r,-r w o ono �r F- N N 00 I CI J IQ I ==ca= 7' I 0 LO + F CD N C - Cn C I, LO + O O I N C=L= Q O � O 1 (n O .1 ' 1 Q0 \/ 0) CD CN l 3: AGENDA ITEM #5. FO V O l� N O M V N h Oi V a M �O V a V a V N O N l� iD �O r V V h M O O i U �W 'O � 69 N � V Y3 Y3 fA Y3 fA V3 69 Y3 Y3 fA q d Vi 69 69 69 Vi 69 69 m l � 69 h � Y3 b O b a h h � Y3 m t� h Ih h t� vbi Ih r 0\ O r a V N N O r �O O Ot N O b O V V P b Qi � O r r 1� � Ot N Q\ r M 16 O N V HI N M N O ` raj 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0. 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O O O .0aVm-%ka0,]i ¢,Craa-Nd%'+l' A fd�rxNak ° Odor'ak O�`F��%q o S 0 W,�.cc- tir¢Caa0%C' tiWdCFvckC S o dCFvdOckG QvCFO❑%G •dCFdOckG QvCFOc%G •yQCFdc%G Wz�C7 •OQC[-dc;%G o 0 S WW 0Npmk%N' �''N,F���v0 tiFv�v ��F�3Oai , , , , _ZZ A Q_ O N a O N a O N a O N a O N O N M N O N s O N a O N s O N a O N O N O N O N a O N a O N a O N a O N a O N O N a O N O N O N e O N O N e O N O N e O N O N O N O N O N O N N N N pN N N N oNo N N N M N N � � � � � � � � N W O V V V V U V N V V N V N V N V V T V �O V �D V �O V �D V �O V �D V �O V D\ V a V V a V a V a V •• a r V r a r V b a b V a a V V a a V V a a V V a a D\ V U Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) PIVETTA0- PIVETTA BROTHERS CBNSTAUCTIRN INC Description Rainier Ave. S - Job # 2022-148 Project Name Station Phase 4 Date: 4/1/2023 Bid Item Customer E.W.O # Phase Weather Labor and Equipment Costs for JUT Excavation and Backfill from June 15, 2023 to July 31, 2023. Labor Name: First, Last Class Hours O/T Hours Rate O/T Rate Extended Foreman 30-50 120 $ 95.35 $ $ 11,442.00 Foreman 15-30 225.5 $ 94.96 $ $ 21,413.48 Operator15-30 304.75 $ 90.96 $ $ 27,720.06 Grader/Pipelayer - Lea 24 $ 70.10 $ $ 1,682.40 Grade Checker 78.5 $ 86.31 $ $ 6,775.34 Laborer 249.75 $ 66.61 $ $ 16,635.85 Op App - 90 90.5 $ 81.86 $ $ 7,408.69 Op App 64 $ 63.67 $ $ 4,075.01 $ $ $ Equipment Description Year Hours Stby Hours Rate Stby Rate Extended P-XXX FOREMAN TRUCK 120 $ 32.78 $ - $ 3,933.60 P-XXX FOREMAN TRUCK 196.25 $ 32.78 $ - $ 6,433.08 P-147:2012 F450 Truck 109.5 $ 32.78 $ - $ 3,589.41 WL-112:JD 624K Wheel Loader 16.5 $ 89.64 $ - $ 1,479.06 WL-121:volvo L70H Loader 77.75 $ 89.38 $ $ 6,949.30 RB-115:John Deer 310 Backhoe 2.0 $ 71.23 $ - $ 142.46 EX-121:JD 35D Mini Excavator 34.5 $ 46.37 $ - $ 1,599.77 EX-135:1-11tachi ZX-245 Excavator 34 $ 154.34 $ - $ 5,247.56 EX-139:JD 85G Compact Excavator 91.5 $ 108.90 $ - $ 9,964.35 EX-142:1i1tachi 135N Excavator 102 $ 122.55 $ $ 12,500.10 EX-155:2022 John Deere 245G 13 $ 145.85 $ - $ 1,896.05 T-133:lnternational Dump Truck 0.5 $ 72.26 $ - $ 36.13 T-156:1987 International F74 9.0 $ 72.26 $ - $ 650.34 LT-102:Light Tower 34.25 $ 19.12 $ - $ 654.86 $ $ Materials Invoice # Date Supplier Material Type CITY Amount Subcontractors Name: Date Type Work Description QTY Amount Required el_dodjilg#diajmhlodji#m'Ipdm'_#oj#kmj'nn#ocdn#'9#oj#1'#gdno'_#I'gjr'#Jslhkg'-#7p1-'jiom#jm#npkkgd'm#digjd-'n#jm4'gdq}t#ngdk#od"f'o#iphJ -3 1 1 1 Contact Aeencv Inspection Authority Notified Method Cost Breakdown Sub Total x M/U = Total Labor $97,152.83 29% $125,327.15 WSDOT 1-09.6 Sick Leave $97,152.83 2% $99,095.89 Equipment $55,076.07 21% $66,642.04 Materials $0.00 21% $0.00 Subcontractor $0.00 12%/10%/7% $0.00 Calculated Total: $291,065.08 Change Order #19 - Page 26 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) IVETT Serial Letter: 018s1 November 7, 2023 To: Michelle Faltaous City of Renton 1055 South Grady Way Renton, Washington 98057 Reference Project: CAG-22-163, Rainier Ave S Corridor Improvements - Phase 4 Project Subject: PCO-024 JUT Shoring Changes Mrs. Michelle Faltaous: As discussed with the City's project team, Pivetta Brothers Construction, Inc (Pivetta) has been impacted by changes to the Joint Utility Trench (JUT) that have created more difficult and expensive shoring. As requested by the City, Pivetta has assembled the attached table (JUT Depth Changes) identifying the planned drawings we used to determine the JUT depth and profile during the bid phase. Using the drawings listed in this table, Pivetta established our shoring plan with the expectation that the JUT would be between 4 ft and 6 ft below ground surface (BGS), see attached table JUT Elevation Changes. The preferred shoring solution for this depth is Speed Shore, using hydraulic jacks and fin form (rated plywood). This system was selected based on our ability to procure the majority of the materials up front, it's flexibility to shore around known utilities, and the ease it can be installed with a 2-man crew (2 Laborers on either side of the trench). The shoring jacks were selected based on the JUT trench sections provided on sheets 160 an d 161, where one size of jack and a set of extensions could be used for the majority of the JUT. As demonstrated in the attached table, the new depth required to install the JUT is nearly twice as deep as what was planned. Along with this additional depth, Pivetta was also required to use shoring that could accommodate a wider trench section due to utility changes and unstable soil conditions caused by encountering groundwater and unsuitable soils. These changes have caused Pivetta to alter our shoring plan to use a more difficult and time consuming shoring setup. The direct costs for some of this work have been accounted for in the force account tickets, but the total impact due to changing our shoring design has not. These impacts to our operations includes: Slower operations to set steel plates weighing 2,800 to 4,000 lbs. using multiple equipment and laborers instead of a single man lowering an 80 lbs. sheet of fin form, Additional time and equipment to move the large steel sheets, whereas all the fin form for a day could be moved with a single load, and Increased time to adjust the large steel sheets to avoid extensions that blocked driveways and sidewalks, whereas the fin form could be easily laid horizontally and overlapped with lower sheets. Change Order #19 - Page 27 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) We appreciate the City of Renton's efforts to resolve issues as they arise and keep the project moving forward. Pivetta will continue working to limit the additional costs associated with the unforeseen delays. Please feel free to contact me at (206) 914-2723, if you have any questions or concerns. Respectfully, Bill Adams Sr. Project Manager w/ Attachments: JUT Depth Changes Table Cc: Jordan Howe, Perteet Russ Owen, Pivetta Change Order #19 - Page 28 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. C) JUT Depth Changes Planned Altered Sheet Detail/Descritption Sta Depth Depth (D) (D) 100 CB 159 to CB 20 Profile 17+33 6 8.5 132 West Side Water Line 18+35 5.5 8 132 East Side Water Line 18+35 5.5 7.5 92 CB 294 to CB 446 Profile 19+10 9 10 100 S 2nd Street CB 438 to CB 36 Profile 19+10 8 9.75 92 West Side Profile 20+10 4.5 12.5 132 West Side Water Line 20+17 5 12.5 132 East Side Water Line 20+17 5 10 138 STA 20+25 - Connection Profile 20+25 5 12 92 Eastside Profile 20+27 5.25 11.5 100 CB 43 to CB 33 Profile 20+28 4 11 92 CB 514 to CB 513 Profile 21+03 5.5 9 101 Exist WQ Structure to CB 40 Profile 21+34 4 10.5 136 SW Victoria St - Connection Profile 25+00 4 9.5 137 Hayes PL SW - Connection Profile 26+25 5 10.25 102 CB 340 to CB 137 Profile 29+53 5.5 7 102 CB 306 to CB 134 Profile 30+21 5 6 138 STA 30+50 - Connection Profile 30+49 5 8 102 CB 131 to CB 130 Profile 31+96 5.25 7.5 138 Renton Ave Ext - Connection Profile 32+65 5 8.25 118 Renton Ave Ext Profile 598+50 to 600+00 32+96 5 9 95 West Side Profile 33+85 5 8 138 ST 34+30 - Connection Profile 34+32 4.5 9.25 138 STA 36+95 - Connection Profile 36+95 5.5 9 97 West Side Profile 39+12 3.5 8 97 CB 182 to CB 304 Profile 39+52 4.75 10.5 138 NW 3rd PL - Connection Profile 40+85 4.5 9 136 West Side Water Line - Connection Profile 42+07 6 7 Average Depth 5.21 9.25 Change Order #19 - Page 29 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) IVETT Serial Letter: 021 October 16, 2023 To: Michelle Faltaous City of Renton 105S South Grady Way Renton, Washington 98057 Reference Project: CAG-22-163, Rainier Ave S Corridor Improvements - Phase 4 Project Subject: PCO-025, Contaminated Soil Impacts to Joint Utility Trench Mrs. Michelle Faltaous: As Pivetta Brothers Construction (Pivetta) has been discussing with the City of Renton's project team, contaminated soils and groundwater was discovered during the excavation of the Joint Utility Trench (JUT) at approximately Sta 21+50, 50 LT on Thursday (9/28/2023). This contaminated soil has created both cost and time impacts, pursuant to section 1-04.4 and 1-08.8 of the contract. While excavating for the JUT, Pivetta encountered a strong, unnatural odor being emitted from the freshly disturbed soil and contacted the City's onsite inspector. It was agreed at this time to halt further excavation pending results of a soil contamination test. The results of this test were not received back until Tuesday (10/3/2023). Based on these results, Pivetta did additional site delineation with the City to determine the extent and levels of the contamination and was not able to re -start the JUT until Tuesday (10/10/2023). This portion of the JUT is contained with activity "JUT - Big Island Poke to Watson Security, Install Conduits" are is on the critical path. This delay is expected to delay the project and add an additional 12 Working Days. While other work was able to be completed, this work was incidental to other items and not part of the projects critical path. A more detailed analysis of this delay can be provided with out next project schedule update. Additional costs for disposing the contaminated soils has been discussed with the City. Due to the levels being below MTCA cleanup but above acceptable contamination levels for reuse, Pivetta is seeking additional costs to dispose of the materials since we are unable to reuse the material on -site nor take them to our regular disposal sites for clean uncontaminated material. Due to the challenges of separating the costs for disposing of the soil with the excavation operation, Pivetta is proposing to adjust the unit price for the material at a rate of $63.46 Per Ton, based on the truck tickets provided by the disposal site. A detailed cost breakdown is attached and please note that the quantities used were based on estimates and is not fixed. Change Order #19 - Page 30 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Handling and disposing of the contaminated groundwater is expected to be paid using direct costs based on force account tickets and invoices since Pivetta expected to dispose of all groundwater either on -site or to the sewer system. Pivetta is also seeking the time to perform the additional sampling to better identify the extent of the contamination. This work has been documented on force account tickets. We appreciate the City's efforts to help address this issue and keep the project moving forward. Pivetta will continue working with the on -site personnel and follow their direction regarding what material is contaminated and how it should be disposed of. We will continue providing recommendations for additional sampling but are not able to make determinations regarding what is contaminated and what is not and will require the City to actively monitor the soils. Respectfully, Bill Adams Sr. Project Manager Attachments: PCO-025 Contaminated Soil Pricing Cc: Jordan Howe, Perteet Austin Roth, Pivetta Russ Owen, Pivetta Alan Guthmiller, Golden Gate Electric Change Order #19 -Page 31 of 92 AGENDA ITEM #5. \ a&a {\ �! ~ /) ] )°\ \\\ 0 |§« ® )f /\ a§# o0 o0 !\E !\r %: 0 Cl) E 2 f 0 & / ■ Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) IV Serial Letter: 024 November 17, 2023 To: Michelle Faltaous City of Renton 1055 South Grady Way Renton, Washington 98057 Reference Project: CAG-22-163, Rainier Ave S Corridor Improvements - Phase 4 Project Subject: October Project Schedule Update Mrs. Michelle Faltaous: As previously indicated and discussed with the City's project team, Pivetta Brothers Construction, Inc (Pivetta) performed a monthly update of the Project's Approved Baseline Project Schedule (Submittal #72 rev.1) to understand the current delays and how they're impacting the progress of the project. This update used a data date of 11/3/2023 and did not include any additional logic changes beyond those incorporated with previous monthly updates. Based on this current schedule update, the total expected construction period for the project is now 611 Working Days, which is an additional 39 Working Days beyond the 8/31/2023 schedule update provided with letter L-019s1 August Schedule Update and Impacts. Schedule Start Date Finish Date Working Days Approved Baseline 3/15/2023 3/25/2025 500 7/31/2023 Schedule Update 3/13/2023 6/20/2025 563 8/31/2023 Schedule Update 3/13/2023 7/7/2025 572 11/3/2024 Schedule Update 3/13/2023 8/20/2025 611 The extended construction duration is driven by the current installation of the Joint Utility Trench, since it is on the critical path (see attached list of remaining critical path activities). There have been a number of issues surrounding the installation of the JUT and Pivetta has identified those delays in serial letters L-015, L-018, and L019. In an effort to mitigate these delays, Pivetta has continued to add crews to assist with the JUT installation. Even with these additional crews, the project continued to fall behind due to the number of Force Account issues encountered and changes to the JUT Design that have resulted in more complex shoring. Pursuant to sections 1-04.4 and 1-08.8, Pivetta is seeking additional costs and time for these impacts. Change Order #19 - Page 33 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. C) Proactive Mitigation in August To proactively mitigate the delays to the project, Pivetta provided additional crews to construct the JUT. The crew size and assignment was based on the work being performed, with the priority being to complete the JUT activities since they are on the critical path. The number of crews assigned to work on the JUT are identified in the attached worksheet, Force Account Impacts to Joint Utility Trench. This demonstrates that we had 69 Crew Days over 42 Work Days (assuming a 5-day work week). Impacts Due to Force Account Tickets Based on the Force Account tickets approved by the City between 9/5/2023 and 11/3/2023, there were 282 Crew Hours or 35 Working Days that impacted the JUT installation activities on the project's critical path. A summary of these hours is provided in the attached worksheet, Force Account Impacts to Joint Utility Trench. Shoring Changes to the JUT Design The major impact that our additional crews absorbed was caused by the more complex shoring design required by the changes in the JUT design (see Serial Letter L018, PCO-024 JUT Shoring Change). To calculate the cost for this change, we divided our total cost for the number of days we attribute to this change. Breakdowns for each of these items are attached. The additional shoring materials and rentals were calculated using the weekly inventory reports and invoices provided by our supplier. The additional labor and equipment was calculated by comparing our planned manpower costs with our actual manpower costs. We anticipated the trenching and backfill for the JUT conduit installation in the area from Big Island Poke to Watson Security to take to take 8 Working Days using 1 crew, or 8 Crew Days. Due to the changes in the JUT design this effort took 51 Crew Days, using multiple crews on both days and nights. At a total labor and equipment cost of $440,317.54, each Crew Day is approximately $8,633.68. The approximate daily crew cost was then multiplied by the additional Crew Days to determine the cost of the JUT design changes. Force Account Issues 35 Crew Days Tracked Under Force Account Weather Days (x2) 0 Crew Days No Cost Base Contract Effort 8 Crew Days $8,633.68/Day $69,069.42 JUT Design Changes 43 Crew Days $8.633.68/Day $371,248.12 Totals 86 Crew Days $440,317.54 The total costs for this impact during the months of September August is calculated as follows: Additional Shoring Materials and Rental $558,988.12 Additional Labor and Equipment $371,248.13 Total Cost $930,236.25 With this notice Pivetta is requesting an additional 39 Working Days and $930,236.25. These costs do not include impacts to our subcontractors. These costs are being assembled and we will forward them as they are received. Change Order #19 - Page 34 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) We appreciate the City of Renton's efforts to resolve issues as they arise and keep the project moving forward. Pivetta will continue working to limit the additional costs associated with the unforeseen delays. Please feel free to contact me at (206) 914-2723, if you have any questions or concerns. 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O 0 3 a LL -- O O cC O 1 3 3 g Y N N N N N N\ n N N N N \\ N N N 4 N ry N ry N\ ry N n N N N\\ N\ rv\ \ pz N N \ N u c> a a N\\ LL LL LL - z z z z z z z z a > ...... o 3" 3 3 f 2 4 2 4 3 3 LL LL LL r z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z 2 z z z Y a a a a a a a a ¢ a a a a a a a a¢ a s a s a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z a o o' 3 - « e - m m a 3 $ � m '' ^+ + a e m $to t- u' o w m a o `° o o m t u a o o w m vi u«« N c c< u« o M. c a«+ c a- a c N Y + c c g v E Y o N E mwl— E .. u~ o w voi m" Ft`_` u� = d m { o{ o _ c° j _ o W, u O N 0 �` O �` c U 2 M E .Qi N \ N\° W N m ry\ C m\ d y u� u m r u= m T c H N N - a ry m z o LL 9 u LL Y ¢ ° a` 3 3 y t7 _ _ ¢ y c7 _ y c7 _ _ _ _ _ y tg _ ;at7 c' H E S¢ c E a H C e e e e e e v v v v o v v v v a o------- - - - - �� Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Rainier Ave S Phase 4 Project Schedule Remaining Critical Path Activities Task Name -tion Total Slack -Slack Actual Start Actual Finish Ead Start Ear Fi-h -�i, ...ii Iate Finish Rainier Ave Phase 4 Project Schedule 690 d 0 d 0 d Wed 11/2/22 NA Wed 11/2/22 Wed 8/20/25 Wed 11/2/22 Wed 8/20/25 Substantial Completion Date 0 d 0 d 0 d NA NA Wed 8/20/25 Wed 8/20/25 Wed 8/20/25 Wed 8/20/25 Physical Completion Date 0 d 0 d 0 d NA NA Wed 8/20/25 Wed 8/20/25 Wed 8/20/25 Wed 8/20/25 Contractual Physical Completion Date (500 working days) 0 d 0 d 0 d NA NA Wed 8/20/25 Wed 8/20/25 Wed 8/20/25 Wed 8/20/25 Rainier Ave. S. - Construction Duration 605 d 0 d 0 d Mon 3/13/23 NA Mon 3/13/23 Wed 8/20/25 Mon 3/13/23 Wed 8/20/25 Install Conduits 9 d 0 d 0 d NA NA Mon 11/5/23 Fri 11/17/23 Mon 11/5/23 Fri 11/17/23 JUT - Night/Power Crossing - Tobin St, Sta 28+75 and 30+28 4 d 0 d 0 d NA NA Mon 11/20/23 Mon 11/27/23 Mon 11/20/23 Mon 11/27/23 Install Conduits 4 d 0 d 0 d NA NA Mon 11/20/23 Mon 11/27/23 Mon 11/20/23 Mon 11/27/23 JUT- Night/Crossing Renton Ave Ext - Sta 31+90 to 33+00 173 d 0 d 0 d Tue 3/28/23 NA Toe 3/28/23 Mon 12/4/23 Toe 3/28/23 Mon 12/4/23 Install Conduits 5 d 0 d 0 d NA NA Tue 11/28/23 Mon 12/4/23 Tue 11/28/23 Mon 12/4/23 JUT - Arco to Gerber Collision- Section P, U, V, W (No PSE Gas) - Sta 33+00 to 42+85 185 d 0 d 0 d Tue 3/28/23 NA Tue 3/28/23 Wed 12/20/23 Tue 3/28/23 Wed 12/20/23 Install Conduits 12 d 0 d 0 d NA NA Tue 12/5/23 Wed 12/20/23 Tue 12/5/23 Wed 12/20/23 JUT- Night/Crossings - Sta 33+77, 36+27, 40+43 191 d 0 d 0 d Tue 3/28/23 NA Tue 3/28/23 Fri 1/5/24 Tue 3/28/23 Fri 1/5/24 Install Conduit 6 d 0 d 0 d NA NA Thu 12/21/23 Fri 1/5/24 Thu 12/21/23 Fri 1/5/24 PSE - Pull Wire (Power and Fiber) and Complete Connections 60d Od Od NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 PSE- Install Transformers- V02A, VOX, VI5A, V16A 60d Od Od NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 Lumen/Centurylink- Pull Wire and Complete Connections Project Wide 60d Od Od NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 Comcast- Pull Wire and Complete Connections 60d Od Od NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 Remove Existing Vaults, Pedestals, and Risers 60d Od Od NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 Storm Drainage - Sta 15+22.89 to 41+02.35 57 d 0 d 0 d NA NA Wed 4/3/24 Mon 6/24/24 Wed 4/3/24 Wed 8/20/25 Storm Drainage (Walgreens to Samonina) - Sta 15+21.89 W 17+63.75 12 d 0 d 0 d NA NA Wed 4/3/24 Thu 4/18/24 Wed 4/3/24 Thu 4/18/24 Install Drainage and Catch Basins 10d Od Od NA NA Wed 4/3/24 Tue 4/16/24 Wed 4/3/24 Tue 4/16/24 Storm Drainage - Night/Crossing -Sta 16+05.52 2d 0d 0d NA NA Wed 4/17/24 Thu 4/18/24 Wed 4/17/24 Thu 4/18/24 Install Drainage and Catch Basins 2 d 0 d 0 d NA NA Wed 4/17/24 Thu 4/18/24 Wed 4/17/24 Thu 4/18/24 Storm Drainage (Big Island Poke to Watson Security) - Sta 18+54.92 to 23+32.67 24 d 0 d 0 d NA NA Fri 4/29/24 Wed 5/22/24 Fri 4/29/24 Wed 8/20/25 Install Drainage and Catch Basins 13 d 0 d 0 d NA NA Fri 4/19/24 Tue 5/7/24 Fri 4/19/24 Tue 5/7/24 Storm Drainage - S. 2nd St. - Night/Crossings, Stage 2 and 3 Work -Sta 19+07.53 to 22+07.86 11 d 0 d 0 d NA NA Wed 5/8/24 Wed 5/22/24 Wed 5/8/24 Wed 8/20/25 Install Drainage and Catch Basins 10 d 0 d 0 d NA NA Wed 5/8/24 Tue 5/21/24 Wed 5/8/24 Tue 5/21/24 Storm Drainage- SW Victoria St. to Brown Bear Car Wash-Night/Crossing- Sta 24+70.79 to 26+65.09 8d Od Od NA NA Wed 5/22/24 Mon 5/3/24 Wed 5/22/24 Mon 6/3/24 Install Drainage and Catch Basins 8 d 0 d 0 d NA NA Wed 5/22/24 Mon 6/3/24 Wed 5/22/24 Mon 6/3/24 Storm Drainage - Renton Ave Ext- Night/Crossing- Sta 31+39.02 to 33+02.GB 11 d 0 d 0 d NA NA Tue 5/4/24 Tue 6/18/24 Tue 5/4/24 Tue 6/18/24 Install Drainage and Catch Basins 11 d 0 d 0 d NA NA Tue 5/4/24 Tue 6/18/24 Tue 6/4/24 Tue 6/18/24 Storm Drainage - NW 3rd PI - Night/Crossing- Sta 40+68.75 to 41+02.35 3 d 1 0 d 0 d NA NA Thu 6/20/24 Mon 6/24/24 Thu 6/20/24 Mon 6/24/24 Install Drainage and Catch Basins 3 d 0 d 0 d NA NA Thu 6/20/24 Mon 6/24/24 Thu 6/20/24 Mon 6/24/24 Decorative Illumination System - Ste 24+99 to 41+SS 168 d 0 d 0 d NA NA Mon 1/8/24 Thu 9/5/24 Mon 3/25/24 Thu 9/5/24 Above Ground 163 d 0 d 0 d NA NA Tue 1/16/24 Thu 9/5/24 Fri 5/31/24 Thu 9/5/24 Install Lighting Wiring 20 d 0 d 0 d NA NA Thu 8/1/24 Wed 8/28/24 Thu 8/1/24 Wed 8/28/24 Test and Turn On 2 d 0 d 0 d NA NA Thu 8/29/24 Fri 8/30/24 Thu 8/29/24 Fri 8/30/24 Remove and Salvage Old Poles&Wiring 3 d 0 d 0 d NA NA Tue 9/3/24 Thu 9/5/24 Tue 9/3/24 Thu 9/5/24 Traffic Signal Rainier & SW Sunset - Sta 14+20 158 d 0 d 0 d NA NA Fri 2/9/24 Tue 9/24/24 Thu 4/25/24 Tue 9/24/24 Service Installation 1 d 0 d 0 d NA NA Tue 9/10/24 Tue 9/10/24 Tue 9/10/24 Tue 9/10/24 Above Ground 13 d 0 d 0 d NA NA Fri 9/6/24 Tue 9/24/24 Fri 9/6/24 Tue 9/24/24 Insta 11 Boxes - after C&G/Sidewalks 2d Od Od NA NA Fri 9/6/24 Mon 9/9/24 Fri 9/6/24 Mon 9/9/24 Pull Cable 2 d 0 d 0 d NA NA Wed 9/11/24 Thu 9/12/24 Wed 9/11/24 Thu 9/12/24 Build Traffic Signal System 8d 0d 0d NA NA Fri 9/13/24 Tue 9/24/24 Fri 9/13/24 Tue 9/24/24 Traffic Signal Rainier & 2nd Street 164 d 0 d 0 d NA NA Thu 2/15/24 Tue 10/8/24 Tue 5/7/24 Tue 10/8/24 Above Ground 10 d 0 d 0 d NA NA Wed 9/25/24 Tue 10/8/24 Wed 9/25/24 Tue 10/8/24 Pull Cable 2 d 0 d 0 d NA NA Wed 9/25/24 Thu 9/26/24 Wed 9/25/24 Thu 9/26/24 Build Traffic Signal System 8d Od Od NA NA Fri 9/27/24 Tue 10/8/24 Fri 9/27/24 Tue 10/8/24 Traffic Signal Rainier& Renton Ave Ezt 173 d 0 d 0 d NA NA Thu 2/22/24 Fri 10/25/24 Tue 5/28/24 Fri 10/25/24 Above Ground 13 d 0 d 0 d NA NA Wed 10/9/24 Fri 10/25/24 Wed 10/9/24 Fri 10/25/24 Pull Cable 3 d 0 d 0 d NA NA Wed 10/9/24 Fri 10/11/24 Wed 10/9/24 Fri 10/11/24 Build Traffic Signal System 10d 0d 0d NA NA Mon 10/14/24 Fri10/25/24 Mon 10/14/24 Fri10/25/24 Sidewalk - 14+30.99 to 42+80.28 36 d 0 d 0 d NA NA Tue 6/25/24 Wed 8/14/24 Tue 6/25/24 Fri 6/23/25 Sidewalk Walgreens to Big Island Poke - Sta 14+30.99 to 19+12.69 8 d 0 d 0 d NA NA Tue 6/25/24 Fri 7/5/24 Tue 6/25/24 Fri 6/23/25 Grade/Prep Base/Place CSBC- Sidewalk and Driveway Approaches 3d Od Od NA NA Tue 6/25/24 Thu 6/27/24 Tue 6/25/24 Thu 6/27/24 Sidewalk Big Island Poke W SW Victoria St. - Sta 19+22.69 to 24+80 15 d 0 d 0 d NA NA Fri 6/28/24 Fri 7/29/24 Fri 6/28/24 Fri 6/23/25 Grade/Prep Base/Place CSBC- Sidewalk and Driveway Approaches 5d Od Od NA NA Fri 6/28/24 Fri 7/5/24 Fri 6/28/24 Fri 7/5/24 FRPCS- Sidewalk and Driveway Approaches 5d Od Od NA NA Mon 7/8/24 Fri 7/12/24 Mon 7/8/24 Fri 7/12/24 FRPCS- Sidewalk and Driveway Approaches 3d Od Od NA NA Mon 7/15/24 Wed 7/17/24 Mon 7/15/24 Wed 7/17/24 Grade/Form/Pour - Curb Ramps/Install DWS- Midblock Crosswalk -Sta 25+47.49 5d Od Od NA NA Thu 7/18/24 Wed 7/24/24 Thu 7/18/24 Wed 7/24/24 FRPCS- Sidewalk and Driveway Approaches 5d Od Od NA NA Thu 7/25/24 Wed 7/31/24 Thu 7/25/24 Wed 7/31/24 Stage 2 (East) 151 d 0 d 0 d NA NA Mon 10/28/24 Wed 6/11/25 Mon 10/28/24 Wed 7/30/25 Temporary Channelization and Signalizadon 12+12.5 to 43+63 5 d 0 d 0 d NA NA Mon 10/28/24 Fri 11/1/24 Mon 10/28/24 Fri 11/1/24 Install Construction Channelization, Striping, Warning Signs -Shift Traffic to West Side of Rainier Ave. 5d Od Od NA NA Mon 10/28/24 Fri 11/1/24 Mon 10/28/24 Fri 11/1/24 Adjust and Modify Signals 5 d 0 d 0 d NA NA Mon 10/28/24 Fri 11/1/24 Mon 10/28/24 Fri 11/1/24 Sewer-Sta 25+02.65 to 28+55.98 9 d 0 d 0 d NA NA Mon 11/4/24 Fri 11/15/24 Mon 11/4/24 Fri 11/15/24 Sewer- Royal Orchid/Formula 1 Fast Lube to S. Tobin St. - She 25+G2.65 to 28+48.03 8 d 0 d 0 d NA NA Mon 11/4/24 Thu 11/14/24 Mon 11/4/24 Thu 11/14/24 Install New 8" Sewer and Manhole 6 d 0 d 0 d NA NA Mon 11/4/24 Tue 11/12/24 Mon 11/4/24 Tue 11/12/24 Install New Side Sewers 2 d 0 d 0 d NA NA Wed 11/13/24 Thu 11/14/24 Wed 11/13/24 Thu 11/14/24 S. Tobin St. - Night/Crossing Sta 28+48.03 to 28+55.98 1 d 0 d 0 d NA NA Fri 11/15/24 Fri 11/15/24 Fri 11/15/24 Fri 11/15/24 Install 12" Sewer 1 d 0 d 0 d NA NA Fri 11/15/24 Fri 11/15/24 Fri 11/15/24 Fri 11/15/24 Storm Drainage - Sta 203+50 (S. 3rd) to 41+72.60 (Rainier) 66 d 0 d 0 d NA NA Mon 11/18/24 Mon 3/3/25 Mon 11/18/24 Mon 3/3/25 S. 3rd Street to Taw Time - Sta 203+50 to 200+79.67 (S. 3rd) 8,13+50 to 17+63.44 (Rainier) 19 d 0 d 0 d NA NA Mon 11/18/24 Mon 12/16/24 Mon 11/18/24 Mon 12/16/24 Install Drainage and Catch Basins 16 d 0 d 0 d NA NA Mon 11/18/24 Wed 12/11/24 Mon 11/18/24 Wed 12/11/24 Install Filterra Units 3 d 0 d 0 d NA NA Thu 12/12/24 Mon 12/16/24 Thu 12/12/24 Mon 12/16/24 Storm Drainage - Night/Crossing - Sto 14+25.73 2 d 0 d 0 d NA NA Tue 12/17/24 Wed 12/18/24 Tue 12/17/24 Wed 12/18/24 Install Drainage and Catch Basin 2 d 0 d 0 d NA NA Tue 12/17/24 Wed 12/18/24 Tue 12/17/24 Wed 12/18/24 Royal Orchid to N of Airport Way -Sta 24+83.45 to 34+29.82 18 d 0 d 0 d NA NA Thu 22/19/24 Wed 1/22/25 Thu 22/19/24 Wed 1/22/25 Install Drainage and Catch Basins 15 d 0 d 0 d NA NA Thu 12/19/24 Thu 1/16/25 Thu 12/19/24 Thu 1/16/25 Install Filterra Units 3 d 0 d 0 d NA NA Fri 1/17/25 Wed 1/22/25 Fri 1/17/25 Wed 1/22/25 Storm Drainage - Night/Crossing - Sto 30+78.93 3 d 0 d 0 d NA NA Thu 1/23/25 Mon 1/27/25 Thu 1/23/25 Mon 1/27/25 Install Drainage and Catch Basin 2 d 0 d 0 d NA NA Thu 1/23/25 Fri 1/24/25 Thu 1/23/25 Fri 1/24/25 Install Filterra Unit 1 d 0 d 0 d NA NA Mon 1/27/25 Mon 1/27/25 Mon 1/27/25 Mon 1/27/25 Airport Way- Sta 33+27.81 W 601+64.G4 6 d 0 d 0 d NA NA Tue 1/28/25 Tue 2/4/25 Tue 1/28/25 Tue 2/4/25 Install Drainage and Catch Basins 5 d 1 0 d 0 d NA NA Tue 1/28/25 Mon 2/3/25 Tue 1/28/25 Mon 2/3/25 Install Filterra Units 1 d 0 d 0 d NA NA Tue 2/4/25 Tue 2/4/25 Tue 2/4/25 Tue 2/4/25 N of Airport Way to S. of Nelson PI. - Sta 36+25.93 to 38+57.60 - Night/Pardal Stage 3 7 d 0 d 0 d NA NA Wed 2/5/25 Thu 2/13/25 Wed 2/5/25 Thu 2/13/25 Install Drainage and Catch Basins 6 d 0 d 0 d NA NA Wed 2/5/25 Wed 2/12/25 Wed 2/5/25 Wed 2/12/25 Install Filterra Units 1 d 0 d 0 d NA NA Thu 2/13/25 Thu 2/13/25 Thu 2/13/25 Thu 2/13/25 S. of Nelson PI to End - Sta 37+91.23 to 41+72.60 11 d 0 d 0 d NA NA Fri 2/24/25 Mon 3/3/25 Fri 2/24/25 Mon 3/3/25 Install Drainage and Catch Basins 8 d 0 d 0 d NA NA Fri 2/14/25 Wed 2/26/25 Fri 2/14/25 Wed 2/26/25 Install Filterra Units 3 d 0 d 0 d NA NA Thu 2/27/25 Mon 3/3/25 Thu 2/27/25 Mon 3/3/25 Illumination - Sta 20440 to 201+25, 133+50 to 42+08 146 d 0 d 0 d NA NA Mon 11/4/24 Wed 6/11/25 Tue 1/14/25 Wed 6/11/25 Decorative Illumination System 146 d 0 d 0 d NA NA Mon 11/4/24 Wed 6/11/25 Tue 1/14/25 Wed 6/11/25 Above Ground S6 d 0 d 0 d NA NA Tue 3/25/25 Wed 6/11/25 Tue 3/25/25 Wed 6/11/25 Set Poles 31 d 0 d 0 d NA NA Tue 3/25/25 Tue 5/6/25 Tue 3/25/25 Tue 5/6/25 Install Lighting Wiring 20 d 0 d 0 d NA NA Wed 5/7/25 Wed 6/4/25 Wed 5/7/25 Wed 6/4/25 Test and Turn On 2 d 0 d 0 d NA NA Thu 6/5/25 Fri 6/6/25 Thu 6/5/25 Fri 6/6/25 Remove and Salvage Old Poles&Wiring 3 d 0 d 0 d NA NA Mon 6/9/25 Wed 6/11/25 Mon 6/9/25 Wed 6/11/25 Change Order #19 - Page 43 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Task Name Duration Total Slack Free Slack Actual Start Actual Finish Ear Start Ear Finish Late Start Late Finish Curb and Gutter - Sta 204+63.59 to 42+07.42 17 d 0 d 0 d NA NA Toe 3/4/25 Wed 3/26/25 Toe 3/4/25 Wed 5/21/25 Curb and Gutter - S. 3rd St. to S. 2nd St. - Sta 204+63.59 to 301+09.32 8 d 0 d 0 d NA NA Toe 3/4/25 Thu 3/13/25 Toe 3/4/25 Thu 3/13/25 Grade/Prep Base/Place CSBC 4 d 0 d 0 d NA NA Tue 3/4/25 Fri 3/7/25 Tue 3/4/25 Fri 3/7/25 Form and Pour Curb and Gutter 4 d 0 d 0 d NA NA Mon 3/10/25 Thu 3/13/25 Mon 3/10/25 Thu 3/13/25 Curb and Gutter - S. 2nd St. to S. Tobin St. - Sta 19+57.82 to 28+62.93 6 d 0 d 0 d NA NA Mon 3/10/25 Mon 3/17/25 Tue 3/11/25 Mon 3/17/25 Grade/Prep Base/Place CSBC 2 d 1 d 0 d NA NA Mon 3/10/25 Tue 3/11/25 Tue 3/11/25 Wed 3/12/25 Form and Pour Curb and Gutter 2 d 0 d 0 d NA NA Fri 3/14/25 Mon 3/17/25 Fri 3/14/25 Mon 3/17/25 Curb and Gutter - S. Tobin St. to Airport Way -Sta 28+61.93 to 604+36.35 11 d 1 d 1 d NA NA Wed 3/12/25 Wed 3/26/25 Thu 3/13/25 Wed 5/21/25 Grade/Prep Base/Place CSBC 2 d 1 d 1 0 d NA NA I Wed 3/12/25 Thu 3/13/25 Thu 3/13/25 Fri 3/14/25 Form and Pour Curb and Gutter 2 d 0 d 0 d NA NA Tue 3/18/25 Wed 3/19/25 Tue 3/18/25 Wed 3/19/25 Curb and Gutter - Airport Way to End - Sta 603+57.87 to 42+07.42 7 d 0 d 0 d NA NA Fri 3/24/25 Mon 3/24/25 Mon 3/17/25 Mon 3/24/25 Grade/Prep Base/Place CSBC 3 d 1 d 1 d NA NA Fri 3/14/25 Tue 3/18/25 Mon 3/17/25 Wed 3/19/25 Form and Pour Curb and Gutter 3 d 0 d 0 d NA NA Thu 3/20/25 Mon 3/24/25 Thu 3/20/25 Mon 3/24/25 Stage 3 (Median) 48 d 0 d 0 d NA NA Thu 6/12/25 Wed 8/20/25 Thu 6/12/25 Wed 8/20/25 TemporaryChannelization and Signalization-14+0SW40+15 2d Od Od NA NA Thu6/12/25 Fri6/23/25 Thu6/12/25 Fri6/23/25 Install Const. Channelization &Shift Traffic to Outside lanes -Rainier Ave S. 2 d Od Od NA NA Thu 6/12/25 Fri 6/13/25 Thu 6/12/25 Fri 6/13/25 Adjust Signal Heads and Cameras 2 d 0 d 0 d NA NA Thu 6/12/25 in 6/13/25 Thu 6/12/25 Fri 6/13/25 Site Prep - Sta 14+05 to 40+15 5 d 0 d 0 d NA NA Mon 6/16/25 Mon 6/23/25 Mon 6/16/25 Mon 6/23/25 Sawcut and Remove Pavement in Median 5 d 0 d 0 d NA NA Mon 6/16/25 Mon 6/23/25 Mon 6/16/25 Mon 6/23/25 Roadway - Sta 24+05 to 40+40 31 d 1 0 d 0 d NA NA Tue 6/24/25 Wed 8/6/25 Tue 6/24/25 Wed 8/6/25 Median 1- Sin 14+05 to 28+44.96 20 d 0 d 0 d NA NA Tue 6/24/25 Tue 7/22/25 Tue 6/24/25 Fri 7/25/25 Grade Base/Place CSBC/FRPCS Median 1 Curb 5 d 0 d 0 d NA NA Tue 6/24/25 Mon 6/30/25 Tue 6/24/25 Mon 6/30/25 Median 2 - Sta 19+65 7 d 0 d 0 d NA NA Tue 7/1/25 Thu 7/10/25 Tue 7/1/25 Thu 7/17/25 Grade Base/Place CSBC/FRPCS Median Curb 2 3 d 0 d 0 d NA NA Tue 7/1/25 Thu 7/3/25 Tue 7/1/25 Thu 7/3/25 Median 3 - Sta 23+40 to 25+50 15 d 0 d 0 d NA NA Mon 7/7/25 Fri 7/25/25 Mon 7/7/25 Wed 7/30/25 Grade Base/Place CSBC/FRPCS Median Curb 3 3 d 0 d 0 d NA NA Mon 7/7/25 Wed 7/9/25 Mon 7/7/25 Wed 7/9/25 Median 4 - Sin 25+50 to 31+65.38 6 d 0 d 0 d NA NA Mon 7/7/25 Mon 7/14/25 Mon 7/7/25 Tue 7/15/25 Grade Base/Place CSBC/FRPCS Median Curb 4 3 d 0 d 0 d NA NA Mon 7/7/25 Wed 7/9/25 Mon 7/7/25 Wed 7/9/25 Install River Rock Treatment 3 d I d 0 d NA NA Thu 7/10/25 Mon 7/14/25 Fri 7/11/25 Tue 7/15/25 Median 5 - Sta 38+39.72 to 40+12.21 S d 0 d 0 d NA NA Thu 7/10/25 Wed 7/16/25 Thu 7/10/25 Thu 7/17/25 Grade Base/Place CSBC/FRPCS Median Curb 5 3 d 1 0 d 0 d NA NA Thu 7/10/25 Mon 7/14/25 Thu 7/10/25 Mon 7/14/25 Install River Rock Treatment 2 d I d 1 d NA NA Tue 7/15/25 Wed 7/16/25 Wed 7/16/25 Thu 7/17/25 Traffic Mounted Curb -Sta 20+25 to 23+40, 33+50 to 38+39.72 6 d 0 d 0 d NA NA Thu 7/10/25 Thu 7/17/25 Thu 7/10/25 Thu 7/17/25 Install Traffic Mounted Curb North of S. 2nd Street to Median 3 3 d 0 d 0 d NA NA Thu 7/10/25 Mon 7/14/25 Thu 7/10/25 Mon 7/14/25 Install Traffic Mounted Curb North of Airport Way to Median 5 3 d 0 d 0 d NA NA Tue 7/15/25 Thu 7/17/25 Tue 7/15/25 Thu 7/17/25 HMA Paving- Sta 14+05 W 42+10 14 d 0 d 0 d NA NA Fri 7/28/25 Wed 8/6/25 Fri 7/28/25 Wed 8/6/25 Grade Base/Place Geotwile&CSBC - Nev, HMA Southbound Rainier 5d Od Od NA NA Fri 7/18/25 Thu 7/24/25 Fri 7/18/25 Thu 7/24/25 Grade Base/Place GeoteMile & CSBC- New HMASection Northbound Rainier 5 d 0 d 0 d NA NA Fri 7/25/25 Thu 7/31/25 Fri 7/25/25 Thu 7/31/25 Place HMA to Curb- Northbound Rainier 2 d 0 d 0 d NA NA Tue 7/29/25 Wed 7/30/25 Tue 7/29/25 Wed 7/30/25 Place 4" Fiber Reinforced Asphalt Concrete (FRAC)- Project Wide 5 d 0 d 0 d NA NA Thu 7/31/25 Wed 8/6/25 Thu 7/31/25 Wed 8/6/25 Final Channelization and Striping 10d Od Od NA NA Thu 8/7/25 Wed 8/20/25 Thu 8/7/25 Wed 8/20/25 Channelization and Striping- Southbound Rainier Ave-Sta 12+70.9 W 42+87.1 5d Od Od NA NA Thu 8/7/25 Wed 8/13/25 Thu 8/7/25 Wed 8/13/25 Install Striping, Arrows, Blue Hydrant Markers 2 d 0 d 0 d NA NA Thu 8/7/25 Fri 8/8/25 Thu 8/7/25 Fri 8/8/25 Install Signs 5 d 0 d 0 d NA NA Thu 8/7/25 Wed 8/13/25 Thu 8/7/25 Wed 8/13/25 Channelization and Striping- Northbound Rainier Ave-Sta 12+70.9 to 42+80.29 8d Od Od NA NA Mon 8/11/25 Wed 8/20/25 Thu 8/14/25 Wed 8/20/25 Install Signs 5 d 1 0 d 0 d NA NA Thu 8/14/25 Wed 8/20/25 Thu 8/14/25 Wed 8/20/25 Change Order #19 - Page 44 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Force Account Impacts to JUT Date Crew Hours Crews Force Account Crew Hours 9/4/2023 Labor Day 9/5/2023 30 1 Day, 2 Night 2 9/6/2023 30 1 Day, 2 Night 9/7/2023 10 1 Night 9/8/2023 10 1 Day 6.5 9/11/2023 20 1 Day, 1 Night 4.5 9/12/2023 10 1 Night 9 9/13/2023 20 1 Day, 1 Night 13.5 9/14/2023 20 1 Day, 1 Night 8.5 9/18/2023 20 2 Days 13 9/19/2023 30 2 Days, 1 Night 9 9/20/2023 30 2 Days, 1 Night 12.5 9/21/2023 30 2 Days, 1 Night 10 9/25/2023 20 2 Days 12.5 9/26/2023 20 1 2 Days 12.5 9/27/2023 Approved Unworkable Day 9/28/2023 20 2 Days 10 10/2/2023 30 2 Days, 1 Night 1.5 10/3/2023 10 1 Day 4.5 10/4/2023 10 1 Day 5 10/5/2023 10 1 Day 6.5 10/9/2023 10 1 Day 7.5 10/10/2023 10 1 Day 13 10/11/2023 15 1.5 Days 5.5 10/12/2023 20 2 Days 4.5 10/16/2023 20 2 Days 18.5 10/17/2023 20 2 Days 7 10/18/2023 20 2 Days 17 10/19/2023 30 2 Days, 1 Night 0? 10/23/2023 30 2 Days, 1 Night 1.5 10/24/2023 20 2 Days 2 10/25/2023 20 2 Days 4 10/26/2023 20 2 Days 5 10/30/2023 20 2 Days 16 10/31/2023 15 1.5 Days 12 11/1/2023 20 1 2 Days 16.5 11/2/2023 Approved Unworkable Day 11/3/2023 20 1 2 Days 1 11 690 86.25 35 Crew Hours Crew Days Force Account Days Change Order #19 - Page 45 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation I I . AGENDA ITEM #5. c) Rainier Ave. S - Job # 2022-148 Project Name Station Phase 4 Date: 11/15/2023 Bid Item Customer E.W.O # PCO-024 Phase Weather Description Labor and Equipment Costs for JUT Excavation and Backfill from September 5, 2023 to November 3, 2023. Labor Name: First, Last Class Hours O/T Hours Rate O/T Rate Extended Foreman 30-50 272 90 $ 95.35 $ 124.04 $ 37,098.80 Foreman 15-30 299.25 88 $ 94.96 $ 122.88 $ 39,230.22 Operator 30-50 56 Operator 15-30 865.75 21.5 $ 90.96 $ 116.91 $ 81,262.19 Grader/Pipelayer - Lead $ 70.10 $ - $ - Grade Checker 467.25 3.5 $ 86.31 $ 110.28 $ 40,714.33 Laborer 308.5 17.5 $ 66.61 $ 87.38 $ 22,078.34 Op App - 95 88.75 6.5 $ 86.41 $ 111.06 $ 8,390.98 Op App - 90 7.25 0 $ 81.86 $ 105.22 $ 593.51 Op App 102 0.5 $ 63.67 $ 81.84 $ 6,535.46 Laborer App -85 3.5 0 $ 56.62 $ 74.27 $ 198.16 LaboerApp 31 2.5 $ 53.29 $ 69.90 $ 1,826.69 Equipment Description Year Hours Stby Hours Rate Stby Rate Extended P-XXX FOREMAN TRUCK 250 $ 32.78 $ $ 8,195.00 P-XXX FOREMAN TRUCK 303.75 $ 32.78 $ - $ 9,956.93 P-147:2012 F450 Truck 45 $ 32.78 $ - $ 1,475.10 WL-112:1D 624K Wheel Loader 59.5 $ 89.64 $ - $ 5,333.58 WL-121:Volvo L70H Loader 147.75 $ 89.38 $ - $ 13,205.90 EX-121:1D 35D Mini Excavator 26.5 $ 46.37 $ - $ 1,228.81 35HB-101: Breaker 26.5 $ 9.35 $ - $ 247.78 EX-135:Hitachi ZX-245 Excavator 149 $ 154.34 $ - $ 22,996.66 EX-139:1D 85G Compact Excavator 55 $ 108.90 $ - $ 5,989.50 75HB-101:Breaker 55 $ 21.13 $ $ 1,162.15 EX-142:Hitachi 135N Excavator 92 $ 122.55 $ - $ 11,274.60 135HB-101: Breaker 92 $ 29.61 $ 2,724.12 T-133:International Dump Truck 125.5 $ 72.26 $ - $ 9,068.63 T-156:1987International F74 158.8 $ 72.26 $ $ 11,471.28 ORT-103:Terex On site dumper 40.25 $ 39.25 $ - $ 1,579.81 LT-102:1-ight Tower 20.75 $ 19.12 $ - $ 396.74 Materials Invoice # Date Supplier Material Type CITY Amount Subcontractors Name: Date Type Work Description CITY Amount Information Requiredm�;mr�arai urat7rs essr 1 Contact Agency Inspection Authority 2 Name 3 Notified 4 Time 5 Method Cost Breakdown Sub Total x M/u = Total Labor $237,928.68 31% $311,686.57 Equipment $106,306.59 21% $128,630.97 Materials $0.00 21% $0.00 Subcontractor $0.00 12%/109/o/7% $0.00 Calculated Total: $440,317.54 Change Order #19 - Page 46 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) JUT Shoring Costs Date Invoice # Quanity Description Contract # Date Out Bill From Bill To Total Billing Type 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 9/5/2023 9/13/2023 $269.46 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 9/5/2023 30/2/2023 $970.06 Cycle/Return 9/21/2023 383568 3 FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 9/5/2023 9/7/2023 $162.94 Cycle/Return 1O/19/2023 386397 2 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 1O/3/2023 10/30/2023 $970.06 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 9/6/2023 9/7/2023 $123.60 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 9/6/2023 9/7/2023 $61.80 Cycle/Return 10/20/2023 386525 7 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 10/4/2023 10/31/20231 $1,946.70 Cycle 8/30/2023 381565 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 8/14/2023 9/10/2023 $369.68 Cycle 9/27/2023 384131 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 9/11/2023 10/8/2023 $369.68 Cycle 10/25/2023 386946 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 10/9/2023 11/5/2023 $369.68 Cycle 8/30/2023 381565 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 8/14/2023 9/1O/2023 $739.37 Cycle 9/27/2023 384131 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 9/11/2023 10/8/2023 $739.37 Cycle 10/25/2023 386946 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 10/9/2023 11/5/2023 $739.37 Cycle 9/2/2023 382037 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 8/17/2023 9/13/2023 $128.02 Cycle 9/30/20231 384597 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/349421 4/27/2023 9/14/2023 10/11/20231 $128.02 Cycle 10/28/2023 387351 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 10/12/2023 11/8/2023 $128.02 Cycle 9/8/2023 382503 teel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 8/23/2023 9/19/2023 $1,434.67 Cycle 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 9/20/2023 30/4/2023 $185.98 Cycle/Return 9/12/2023 382767 1 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 9/7/2023 -$26.57 Credit 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 30/4/2023 $185.98 Cycle/Return 10/6/2023 385174 2 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 10/4/2023 $371.95 Cycle/Return 10/6/2023 385174 2 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 10/17/2023 $478.22 Cycle/Return 11/3/2023 388249 2 Steel Plate 8x2Ox1(Non-skid) 141124/349547 5/3/2023 10/18/2023 11/14/2023 $478.22 Cycle 9/21/2023 383568 3 teel Plate 8 x 10 x 1 143383/357385 6/13/2023 9/6/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 1 Steel Plate 8 x 10x 1 143383/357385 6/13/2023 9/6/2023 9/7/2023 $34.49 Cycle/Return 9/22/2023 383726 2 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 9/6/2023 10/3/2023 $310.39 Cycle 10/20/2023 386525 6 Steel Plate 8x 10x 1 143383/357385 6/14/2023 10/4/2023 10/31/2023 $931.18 Cycle 10/20/2023 386525 2 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 10/4/2023 10/31/2023 $310.39 Cycle 9/21/2023 3835681 3 teel Plate 8 x 10 x 1 143383/357526 6/14/2023 9/6/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 1 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 9/6/2023 9/7/2023 $34.49 Cycle/Return 9/22/2023 383726 6 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 9/6/2023 10/3/2023 $931.18 Cycle 9/8/2023 382503 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 8/23/2023 9/19/2023 $2,313.36 Cycle 10/6/2023 385174 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 9/20/2023 10/17/2023 $2,313.36 Cycle/Return 11/3/2023 388249 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 10/18/2023 11/14/2023 $2,313.36 Cycle 9/21/2023 383568 57 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 8/30/2023 9/7/2023 $5,159.64 Cycle/Return 9/21/2023 383568 3 FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 8/30/2023 9/26/2023 $488.81 Cycle/Return 1O/13/2023 3858781 3 FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 9/27/2023 10/24/2023 $488.81 Cycle 11/10/2023 389086 3 FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 10/25/2023 11/21/2023 $488.81 Cycle 9/25/2023 383952 2 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 9/4/2023 10/1/2023 $310.40 Cycle 10/6/2023 385174 1 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 10/2/2023 10/5/2023 $51.73 Cycle/Return 1O/23/2023 386761 1 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 10/2/2023 10/29/2023 $155.20 Cycle 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 9/4/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 9/4/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 8 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 9/4/2023 10/1/2023 $1,241.57 Cycle/Return 10/6/2023 3851741 1 Steel Plate 8 x 10 x 1 144689/361869 7/1O/2023 10/2/2023 10/5/2023 $51.73 Cycle/Return 10/6/2023 385174 1 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 10/2/2023 10/5/2023 $51.73 Cycle/Return 10/18/2023 386266 6 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 10/2/2023 10/29/2023 $931.18 Cycle 8/26/2023 381273 FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 7/13/2023 8/10/2023 9/6/2023 $814.68 Cycle 9/23/2023 383829 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 7/13/2023 9/7/2023 10/4/20231 $814.68 Cycle 10/21/2023 386641 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 7/13/2023 10/5/2023 11/1/2023 $814.68 Cycle 9/6/2023 382256 44 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,805.76 Cycle 9/6/2023 382256 1 10L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,715.18 Cycle 9/6/2023 3822561 1 6Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,581.19 Cycle 9/6/2023 382256 1 6Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,581.19 Cycle 10/4/2023 384893 44 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 9/18/2023 10/15/2023 $1,805.76 Cycle 10/4/2023 384893 OL x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145267/364719 7/24/2023 9/18/2023 10/15/2023 $1,715.18 Cycle 10/4/2023 384893 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 9/18/2023 10/15/20231 $1,581.19 Cycle 10/4/2023 384893 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 9/18/2023 10/15/2023 $1,581.19 Cycle 10/19/2023 386397 14 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 10/16/2023 10/17/2023 $127.68 Cycle/Return 10/27/2023 387215 11 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 10/16/2023 10/25/2023 $300.96 Cycle/Return 10/27/2023 387215 1 10L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145267/364719 7/24/2023 10/16/2023 10/25/2023 $1,143.46 Cycle/Return 10/27/2023 387215 1 6Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 10/16/2023 10/25/2023 $1,054.13 Cycle/Return 11/2/2023 388073 19 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 10/16/2023 11/12/2023 $779.76 Cycle/Return 11/2/2023 388073 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 10/16/2023 11/1/2023 $1,581.19 Cycle/Return 9/1/2023 381910 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 8/16/2023 9/12/20231 $1,064.45 Cycle 9/1/2023 381910 4 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145296/364037 7/19/2023 8/16/2023 9/12/2023 $965.66 Cycle 9/29/2023 384514 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 9/13/2023 10/10/2023 $1,064.45 Cycle 9/29/2023 384514 4 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145296/364037 7/19/2023 9/13/2023 10/10/2023 $965.66 Cycle 10/27/2023 387215 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 10/11/2023 11/7/2023 $1,064.45 Cycle/Return 10/27/2023 387215 4 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145296/364037 7/19/2023 10/11/2023 11/7/2023 $965.66 Cycle/Return 9/8/2023 382503 92 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145419/365362 7/26/2023 8/23/2023 9/19/2023 $3,775.68 Cycle 9/8/2023 382503 Lx 4Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,581.19 Cycle 9/8/2023 382503 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle 9/8/2023 382503 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle 9/8/2023 382503 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle 9/8/2023 382503 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle 9/8/2023 382503 Lx 4Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle 10/6/2023 385174 92 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145419/365362 7/26/2023 9/20/2023 10/17/20231 $3,775.68 Cycle/Return 10/6/2023 385174 1 6Lx 4Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,581.19 Cycle/Return 10/6/2023 385174 1 8Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 8Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 8Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,55 7.80 Cyde/Return 10/6/2023 385174 1 8Lx 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 1 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 8Lx 4Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 1 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return Change Order #19 - Page 47 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Date Invoice # Quanity Description Contract # Date Out Bill From Bill To Total Billing Type 10/27/2023 387215 92 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145419/365362 7/26/2023 10/18/2023 10/25/2023 $1,678.08 Cycle/Return 10/31/2023 387823 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/2023 $1,045.20 Return 10/31/2023 387823 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/2023 $1,045.20 Return 10/31/2023 387823 Lx 4Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/2023 $1,045.20 Return 10/31/2023 387823 Lx 4Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/2023 $1,045.20 Return 11/2/2023 388073 Lx 4Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 10/18/2023 11/1/2023 $1,229.82 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/24/20231 $478.22 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/7/2023 $370.80 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/7/2023 $185.40 Cycle/Return 9/21/2023 383568 5 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/24/2023 $1,390.50 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 10/4/2023 $159.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 30/5/2023 $185.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 10/5/2023 $159.40 Cycle/Return 10/16/2023 386124 4 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 10/22/2023 $1,112.40 Cycle 11/13/2023 389442 4 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 10/23/2023 11/19/2023 $1,112.40 Cycle 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 8/28/2023 9/7/2023 $159.40 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 8/28/2023 9/13/2023 $239.10 Cycle/Return 9/21/2023 383568 5 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 8/28/2023 9/24/2023 $1,195.55 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 30/4/2023 $159.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 10/4/2023 $159.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 30/5/2023 $159.40 Cycle/Return 10/16/2023 386124 2 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 10/22/2023 $478.22 Cycle 11/13/2023 389442 2 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 10/23/2023 11/19/2023 $478.22 Cycle 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 145931/366361 7/31/2023 8/28/2023 9/7/2023 $159.40 Cycle/Return 9/21/2023 383568 24 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 8/28/2023 9/24/2023 $1,418.69 Cycle/Return 9/21/2023 383568 30 2FT Vertical Shore With 76-112in Hydraulic Cylinder 145965/366443 7/31/2023 8/28/2023 9/24/2023 $6,406.56 Cycle/Return 10/11/2023 385584 24 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 9/25/2023 10/22/2023 $1,418.69 Cycle 10/11/2023 385584 30 2FT Vertical Shore With 76-112in Hydraulic Cylinder 145965/366443 7/31/2023 9/25/2023 10/22/2023 $6,406.56 Cycle 10/27/2023 387215 20 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 10/23/2023 10/25/2023 $394.08 Cycle/Return 10/31/2023 387823 22 2FT Vertical Shore With 76-112in Hydraulic Cylinder 145965/366443 7/31/2023 10/23/2023 10/30/20231 $2,088.06 Return 11/2/2023 388073 2-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 10/23/2023 11/1/2023 $157.63 Cycle/Return 9/21/2023 383568 2 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 9/4/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 13 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 9/4/2023 10/1/2023 $2,017.55 Cycle/Return 10/6/2023 385174 3 teel Plate 8 x 10 x 1 146246/367533 8/7/2023 10/2/2023 10/5/2023 $155.20 Cycle/Return 10/6/2023 385174 1 Steel Plate 8 x 10x 1 146246/367533 8/7/2023 10/2/2023 10/5/2023 $51.73 Cycle/Return 10/18/2023 386266 9 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 10/2/2023 10/29/2023 $1,396.76 Cycle 9/21/2023 383568 5 Steel Plate 6 x 10 x 1 146246/367631 8/7/2023 9/4/2023 10/1/2023 $881.64 Cycle/Return 9/21/2023 383568 4 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 9/4/2023 10/1/20231 $236.45 Cycle/Return 9/21/2023 383568 8 96-144 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 9/4/2023 30/1/2023 $696.38 Cycle/Return 9/21/2023 383568 4 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 9/4/2023 9/7/2023 $206.93 Cycle/Return 9/21/2023 383568 4 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 9/4/2023 10/1/2023 $620.78 Cycle/Return 9/21/2023 383568 58 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 9/4/2023 10/1/2023 $12,386.02 Cycle/Return 9/21/2023 383568 3 FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 9/4/2023 9/7/2023 $227.16 Cycle/Return 9/21/2023 383568 8 2FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 9/4/2023 10/1/2023 $1,817.28 Cycle/Return 10/18/2023 386266 5 Steel Plate 6 x 10 x 1 146246/367631 8/7/2023 10/2/2023 10/29/2023 $881.64 Cycle 10/18/2023 386266 4 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 10/2/2023 10/29/2023 $236.45 Cycle 10/18/2023 386266 8 96-144 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 10/2/2023 10/29/2023 $696.38 Cycle 10/18/2023 386266 4 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 10/2/2023 10/29/2023 $620.78 Cycle 10/18/2023 386266 58 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 10/2/2023 10/29/2023 $12,386.02 Cycle 10/18/2023 386266 8 2FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 10/2/2023 10/29/2023 $1,817.28 Cycle 10/31/2023 387823 12 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 10/30/2023 10/30/2023 $284.74 Return 10/31/2023 387823 FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 10/30/2023 10/30/2023 $201.92 Return 11/2/2023 388073 2-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 10/30/2023 11/1/2023 $78.82 Cycle/Return 9/21/20231 383568 1 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 9/7/2023 $79.70 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 9/7/2023 $159.40 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 9/13/2023 $318.80 Cycle/Return 9/25/2023 383952 7 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 10/1/2023 $1,673.77 Cycle 10/6/2023 385174 2 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 10/2/2023 30/4/2023 $159.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 10/2/2023 10/4/2023 $79.70 Cycle/Return 10/23/2023 386761 4 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 10/2/2023 10/29/2023 $956.44 Cycle 9/30/2023 384597 10 Steel Plate 6x10x1(Non-skid) 148467/375166 9/14/2023 9/14/2023 10/11/2023 $2,992.32 Cycle 9/30/2023 384597 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 148467/375166 9/14/2023 9/14/2023 10/11/2023 $1,064.45 Cycle 9/30/2023 384597 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148467/375166 9/14/2023 9/14/2023 10/11/2023 $854.21 Cycle 9/30/2023 384597 6 2FT Vertical Shore With 108-144in Hydraulic Cylinder 148467/375166 9/14/2023 9/14/2023 10/11/2023 $1,448.50 Cycle 10/28/2023 387351 10 Steel Plate 8x20x1(Non-skid) 148467/375166 9/14/2023 10/12/2023 11/8/2023 $2,992.32 Cycle 10/28/2023 387351 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 148467/375166 9/14/2023 10/12/2023 11/8/2023 $1,064.45 Cycle 10/28/2023 387351 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148467/375166 9/14/2023 10/12/2023 11/8/2023 $854.21 Cycle 10/28/2023 387351 6 2FT Vertical Shore With 108-144in Hydraulic Cylinder 148467/375166 1 9/14/2023 10/12/2023 11/8/2023 $1,448.50 Cycle 10/6/2023 385174 10 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148760/376404 9/20/2023 9/20/2023 10/17/2023 $2,135.52 Cycle/Return 11/3/2023 388249 10 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148760/376404 9/20/2023 10/18/2023 11/14/2023 $2,135.52 Cycle Trucking Fees($185 per Cycle/Return) I I I 1 1 $16,095.00 Subtotal 1.5% Enviromental Fee 1.2% WA State Heavy Rental Equipment Tax 10.25% Slaes Tax Total Shoring Costs Pivetta Markup Total Cost $409,007.22 $6,135.11 $4,908.09 $41,923.24 $461,973.65 $97,014.47 $558,988.12 Change Order #19 - Page 48 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) IVETT Serial Letter: 033 Rev. 2 December 27, 2023 To: Michelle Faltaous City of Renton 1055 South Grady Way Renton, Washington 98057 Reference Project: CAG-22-163, Rainier Ave S Corridor Improvements - Phase 4 Project Subject: December Project Schedule Update Mrs. Michelle Faltaous: As previously indicated and discussed with the City's project team, Pivetta Brothers Construction, Inc (Pivetta) performed a monthly update of the Project's Approved Baseline Project Schedule (Submittal #72 rev.1) to understand the current delays and how they're impacting the progress of the project. This update used a data date of 12/22/2023 to determine the current impacts for the project through the end of the year. The changes made to this schedule update are highlighted in red font and include the following: • The finish -to -start tie between Physical Completion Date (Row 7) and Contractual Physical Completion Date (500 Working Days) (Row 8) was removed. This allowed the Free Slack (Total Float) to properly calculate the Working Day delay between the contractual baseline of 500 Working Days and the currently projected completion date of 10/2/2025. • 5 Non -working Weather Days were added to the Project Calendar for 9/27/2023,11/2/2023, and 12/4/2023 through 12/6/2023. • A 9 Working Day activity was added to document the contaminated soils encountered near Auto Zone (Row 86) • A 5 Working Day activity was added for the JUT Victoria Street installation added by CO-09 (Row 89). • The JUT conduit installation for Watson Security to Renton Ave was split into two activities (Rows 95 and 96) to show how this work was performed in conjunction with the Victoria Street work. • A 2 Working Day activity was added to document the contaminated soils encountered at the Brown Bear lot (Row 97). Along with these updates, the following corrections were made to activities previously updated: The correct completion date for the JUT conduit installation for Walgreens to Sansonia (Row 67) was entered. The correct completion date for the JUT conduit installation for the Vacant lot to Formula 1 Fast Lube (Row 80) was entered. Change Order #19 - Page 49 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Based on this current schedule update, the total expected construction period for the project is now 629 Working Days, which is an additional 18 Working Days beyond the 11/3/2023 schedule update provided with letter L-024 November Schedule Update and Impacts. Schedule Start Date Approved Baseline 3/15/2023 7/31/2023 Schedule Update 3/13/2023 8/31/2023 Schedule Update 3/13/2023 11/3/2023 Schedule Update 3/13/2023 12/22/2023 Schedule Update 3/13/2023 Finish Date WorkinL- Days 3/25/2025 500 6/20/2025 563 7/7/2025 572 8/20/2025 611 10/2/2025 629 The extended construction duration is driven by the current installation of the Joint Utility Trench and a summary of the impacts and mitigation efforts are as follows: CO-08 JUT Material Delay Victoria St Addition (FD-26/PCO-20) Contaminated Soils at Auto Zone Contaminated Soils at Brown Bear 33 Working Days 5 Working Days 9 Working Days 2 Working Days Force Account Days (Prorated by Crews) 46 Working Days JUT Shoring Design Impacts 52 Working Days Deleted Crossing at STA 23+80 -2 Working Days Install Vaults for Watson Sec to Taco Time, 2nd St, and Metro PCS Early -5 Working Days Hertz/Lyft to Taco Time Concurrent with Others -8 Working Days Victoria St Early Completion -3 Working Days Total Days of Delay 129 Working Days There have been a number of issues surrounding the installation of the JUT and Pivetta has identified those delays in serial letters L-015, L-018, L019, and L024. In an effort to mitigate these delays, Pivetta has continued to add crews to assist with the JUT installation and adjusted some of our activities. Even with these additional crews and mitigation efforts, the project has continued to fall behind due to the number of Force Account issues encountered and changes to the JUT Design that have resulted in more complex shoring. A breakdown of which schedule activities have been impacted is provided in the attached worksheet, 2023-12-22 Impact Analysis. Pursuant to sections 1-04.4 and 1-08.8, Pivetta is seeking additional costs and time for these impacts. Ongoing Proactive Mitigation To proactively mitigate the delays to the project, Pivetta provided additional crews to construct the JUT. The crew size and assignment was based on the work being performed, with the priority being to complete the JUT activities since they are on the critical path. The number of crews assigned to work on the JUT are identified in the attached worksheet, Force Account Impacts to Joint Utility Trench. This demonstrates that to date, Pivetta has had 216 Crew Days since starting the JUT on 6/12/2023 (assuming a 5-day work week). Other mitigation impacts included: • Installing the vaults for Watson Security to Taco Time, 2nd St, and Metro PCS with a separate crew and removing it from the critical path. Change Order #19 - Page 50 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) • Installing the JUT run from Hertz/Lyft to Taco Time concurrently with the Watson Security to Taco Time section of JUT to remove it from the critical path. Impacts Due to Force Account Tickets Based on the Force Account tickets approved by the City, the JUT installation activities on the project's critical path were delayed 48 Working Days. A summary of these hours is provided in the attached worksheet, Force Account Impacts to Joint Utility Trench. This was calculated by taking the number of crew hours documented by Force Account ticket and dividing them by the total number of crew hours worked that day. This percentage was then multiplied by 8 hours to determine the percentage of a work day that was impacted. This time was then added up to calculate the total number of work days impacted by Force Account. The attached worksheet2023-12-22 Impact Analysis identifies which critical path activity was impacted by the Force Account work and how much of the delay has been assigned. Shoring Changes to the JUT Design The major impact that our additional crews absorbed was caused by the more complex shoring design required by the changes in the JUT design (see Serial Letter L018, PCO-024 JUT Shoring Change). The attached worksheet 2023-12-22 Impact Analysis identifies which critical path activity was impacted by the shoring changes and how much of the delay has been assigned. We appreciate the City of Renton's efforts to resolve issues as they arise and keep the project moving forward. Pivetta will continue working to limit the additional costs associated with the unforeseen delays. Please feel free to contact me at (206) 914-2723, if you have any questions or concerns. Respectfully, Bill Adams Sr. Project Manager w/ Attachments: 2023-12-22 Rainier Ave Schedule Update Rev 1.pdf 2023-12-22 Rainier Ave Schedule Update Rev 1.mpp 2023-12-22 Impact Analysis Rev 1 Force Account Impacts to Joint Utility Trench Rev 1 Cc: Jordan Howe, Perteet Russ Owen, Pivetta Alan Guthmiller, Golden Gate Electric Change Order #19 - Page 51 of 92 n` a` a n` a a a` 's o E a a a a a a a a 0 a a a a a a a 'u a as z g g M i g g i v a a v a 0l7 0* l _ a a a a a a a a l7 7 N N z \ \ \ N \ N O N \ ry N O ry\ N N N N M N N 9 V I L V V V I V V I O O o 0 0 0 0 0 0 0 0 a 0 o LL o N v v v a N in N in M \ N O N O N \ \\\ M N N N 9 ry� N M N 00 m M in M M vrvi a v M a v a u+ vi in a u+ M in in b N M M m N ry N m N N N ry N M M M M N M ry M M M M v\i � ry m\ m o v v 9 9 a v v v a v a M M M m= M ' O M � i ~ ~ " � o 3 ~ M M m N M N M N N N a m 0 f.� LL Mg a � n m � m v a e N \ \ � � � � � � � ry a Z\ m u\i v\ = o ,\n \o W. v a a a v v v a v a z 3 3 3 3 i 3 3 3 3 i 3 i N N M M m M M M M m N M m 15 V V M O 9 V i$~ - - - - - - a - - - a a - a - - - - y 0 0 0 0 0 0 0 0 0 . o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o ry v g + ry N N G G 3 � o u o 0 °n z co_ a vi c g l o o n ~ r ao ao ao O q C a' 0 d j 6 a d d 7 1 G n a j a b a a j a a n a a V U 7 l7 l7 d a a d a d a a a a \ Y M N m W M \ N Of m z 0 Al m \ 5 \ \ NI M O M M N HI M O\ o C\\\\ O O m V V V O O N\ O t0 O d O d a -O j d o 0 0' o o 0 o d C L' j d O' j d°' j d a o o a O o° a a°° O o d t o 0 o C o d o a 3 3 3� 3 3 3 3 3 3 .n. o N \ \ ^ \ ry v\i \ � m rv\ c r\ \ ti\\ \ \ ,° - w0 2 r N m N m ry N n ry N m m H m r N N a v H m ry ry N m ry a H m ry a N m m a e a v v H \ N n `" _ m ry Nrm\i 00 N° c '\"' o o o N r\i N ry z o M a a a 3 a �+ w `o w a a v wm o o o' o `o ~ d o 0 o w °1 >>> w o ; a a>; w a o o -� o o v° a° a o o 0 0 0 0 0 i r 3 r f i r .L r i 3 r 3 E i LL i 3 3 3 3 3 i i 3 z ^\' z z z z e z z o z z z e z z z z z z z z z z ° a w v^ •' v a a" a a a a a s v c a c a LL 3�'uLL�33'uLL 3� LL 3 3� 3 33 3�3 i�i.i�gs��3LL m\mmHm�,m„�+,mmNmm .omm � � N mm Hm Nmmmm m m N \ N \ N M N\ \ N N N N\ N N N N\ N N \ - - N - - N N \\ ry n ti a0 m o N n ti ry o o\ N W m v a a a H ry 0 a n c0 a H a0 a o a o o a Q a a¢ o o M ti ti .rv. o o o n\. 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LL a m u 's - c a- - c a s- ,,, o. a u a d vi an d m m Vim' V� a d l7 C l7 _ m C a = o y ; o y l7 _ _ ` a ^' l7 _ y l7 _ _ _ _ _ ^' l7 _ •y /7 m _ � l7 a l7 a a u m _ _ d _ _ m u c c° N E_ c u F° Z I N LL r o c c a v c v c$ a o 0 0 0 0 0 0 0 o N NN N- N N N N N N� N AGENDA ITEM #5. w n 0 M� m G y� m I ao m ti o o n N c r u 0 Vl C U O W m C �n E•o m m c O u C \ \ m \ \ \ N O \ N ON\1 N Z 2 J c C y y J J L N N `� `� - N rl `� •-I ti Q C C� C f F f f LL LL LL� LL LL ma y? LL 3 > m M m m M m m M M N ry M m M M m 10 Ir\1 l\p IM\1 W 1`\y 0\0 IM\1 O\1 m O\t e~i .~-I N\1 e~i •~-I •N-I N W CO y y y 0 J C C 01 0 0 Q 2 3 0 F i i�$ 0 0 mn J 'ov�vNvm'ovvvv'o M N N N M Ol CO 00 m Ol N N 7 m N m 00 Q yC C —O J a p + O N Y co m m v N a0+ O O rn N 0 y� �n a 0 N = � d g O + C N Ch .++ m w ei m m + Y O V aN0 y 00 T w O VI e0l + K N Z y + N c N ON m p 4L H F m N Y . m d W Q o m m W o $ E u o 4 N NC « C uLOi m N 41 O N Q E o 3 U > 3 V~1 C T m to 0 $ Q 0 i C C C N c 0 N u 3 }o to u zt m U Z m mom° o> 3 M V 3 x s I I I`_ = M "= v O LO CL N 0 c L a Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Force Account Impacts to JUT Date Schedule Activity Crew Hours Force Account Crew Hours Working Day Impact 6 12 2023 JUT - Wal reens to Sansonsia 10 4 0.4 6 13 2023 JUT - Wal reens to Sansonsia 10 3 0.3 6 14 2023 JUT - Wal reens to Sansonsia 10 1.5 0.2 6 15 2023 JUT - Wal reens to Sansonsia 10 8 0.8 6 20 2023 JUT - Wal reens to Sansonsia 10 5 0.5 6 21 2023 JUT - Wal reens to Sansonsia 10 0 0.0 6 22 2023 JUT - Wal reens to Sansonsia 10 8 0.8 6 23 2023 JUT - Wal reens to Sansonsia 10 4 0.4 6 26 2023 JUT - Wal reens to Sansonsia 10 2.5 0.3 6 27 2023 JUT - Wal reens to Sansonsia 10 0.5 0.1 6 28 2023 JUT - Wal reens to Sansonsia 10 8.5 0.9 6 29 2023 JUT - Wal reens to Sansonsia 10 8 0.8 7 5 2023 JUT - Wal reens to Sansonsia 10 7.5 0.8 7 6 2023 JUT - Wal reens to Sansonsia 10 9 0.9 7 7 2023 JUT - Wal reens to Sansonsia 10 5 0.5 7 10 2023 JUT - Wal reens to Sansonsia 10 4 0.4 7 11 2023 JUT - Wal reens to Sansonsia 10 4.5 0.5 7 12 2023 JUT - Wal reens to Sansonsia 10 6.5 0.7 7 13 2023 JUT - Wal reens to Sansonsia 10 4.5 0.5 7 17 2023 JUT - Wal reens to Sansonsia 10 5.5 0.6 7 18 2023 JUT - Wal reens to Sansonsia 10 2 0.2 7 19 2023 JUT - Wal reens to Sansonsia 10 1.5 0.2 7 20 2023 JUT - Wal reens to Sansonsia 10 5 0.5 7 24 2023 JUT - Wal reens to Sansonsia 10 1 .1 7 25 2023 JUT - Wal reens to Sansonsia 10 4 0.4 7 26 2023 JUT - Wal reens to Sansonsia 10 0 0.0 7 27 2023 JUT - Wal reens to Sansonsia 10 2 0.2 7 31 2023 JUT - Wal reens to Sansonsia 10 3 0.3 8 1 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 10 1.5 0.2 8 2 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 7.5 0.4 8 3 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 9.5 0.5 8 7 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 8 0.4 8 8 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 10 3 0.3 8 9 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 9 0.5 8 10 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 13 0.7 8 14 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 13.5 0.7 8 15 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 9 0.5 8 16 2023 1 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 8.5 0.4 8 17 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 0 0.0 8 21 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 12 0.6 8 22 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 6 0.3 8 23 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 1 .1 8 24 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 0.0 8 28 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 5.5 0.3 8 29 2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 1 0.1 8 30 2023 JUT - Vacant to Formula 1 Fast Lube 20 4 0.2 8 31 2023 JUT - Vacant to Formula 1 Fast Lube 20 3 0.2 9 1 2023 JUT - Vacant to Formula 1 Fast Lube 20 6 0.3 9 4 2023 JUT - Vacant to Formula 1 Fast Lube 20 0.0 9 5 2023 JUT - Vacant to Formula 1 Fast Lube 30 2 0.1 9 6 2023 JUT - Vacant to Formula 1 Fast Lube 30 0.0 9 7 2023 JUT - Vacant to Formula 1 Fast Lube 10 0.0 9 8 2023 JUT - Vacant to Formula 1 Fast Lube 10 6.5 0.7 9 11 2023 JUT - Big Island Poke to Watson Security 20 4.5 0.2 9 12 2023 JUT - Big Island Poke to Watson Security 10 9 0.9 9 13 2023 JUT - Big Island Poke to Watson Security 20 13.5 0.7 9 14 2023 JUT - Big Island Poke to Watson Security 20 8.5 0.4 9 18 2023 JUT - Big Island Poke to Watson Security 20 13 0.7 9 19 2023 JUT - Big Island Poke to Watson Security 30 9 0.3 9 20 2023 JUT - Big Island Poke to Watson Security 30 12.5 0.4 9 21 2023 JUT - Big Island Poke to Watson Security 30 10 0.3 9 25 2023 JUT - Big Island Poke to Watson Security 20 12.5 0.6 9 26 2023 JUT - Big Island Poke to Watson Security 20 12.5 0.6 9 27 2023 UT - BigIsland Poke to Watson SecurityApproved Unworkable Weather Da 0.0 9/28/2023 JUT - Big Island Poke to Watson Securit Contaminated Soils Testing 10 1 0.0 Change Order #19 - Page 60 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Schedule Activity Crew Hours,Account Force Crew Hours Working Day Impact 10 2 2023 UT - BigIsland Poke to Watson SecurityContaminated Soils Testing1.5 0.0 10 3 2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 4.5 0.0 10 4 2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 5 0.0 10 5 2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 6.5 0.0 10 9 2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 7.5 0.0 10 10 2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 13 0.0 10 11 2023 JUT - Big Island Poke to Watson Security 15 5.5 0.4 10 12 2023 JUT - Big Island Poke to Watson Security 20 4.5 0.2 10 16 2023 JUT - Big Island Poke to Watson Security 20 18.5 0.9 10 17 2023 JUT - Big Island Poke to Watson Security 20 7 0.4 10 18 2023 JUT - Big Island Poke to Watson Security 20 17 0.9 10 19 2023 JUT - Big Island Poke to Watson Security 30 0 0.0 10 23 2023 JUT - Big Island Poke to Watson Security 30 1.5 0.1 10 24 2023 JUT - Big Island Poke to Watson Security 20 2 0.1 10 25 2023 JUT - Big Island Poke to Watson Security 20 4 0.2 10 26 2023 JUT - Big Island Poke to Watson Security 20 5 0.3 10 30 2023 JUT - Big Island Poke to Watson Security 20 16 0.8 10 31 2023 JUT - Big Island Poke to Watson Security 15 12 0.8 11 1 2023 JUT - Big Island Poke to Watson Security 20 16.5 0.8 11 2 2023 JUT - Big Island Poke to Watson Security Approved Unworkable Weather Day 0.0 11 3 2023 JUT - Big Island Poke to Watson Security 20 11 0.6 11 6 2023 JUT - Watson Security to Hayes 16 16.5 1.0 11 7 2023 JUT - Watson Security to Hayes 16 17.5 1.1 11 8 2023 JUT - Watson Security to Hayes 16 8.5 0.5 11 9 2023 JUT - Watson Security to Hayes 16 7.5 0.5 11 13 2023 JUT - Watson Security to Hayes 16 19 1.2 11 14 2023 JUT - Watson Security to Hayes 16 9 0.6 11 15 2023 JUT - Watson Security to Hayes 16 19 1.2 11 16 2023 JUT - Watson Security to Hayes 16 9.5 0.6 11 20 2023 JUT - Victoria Street 16 11 0.7 11 21 2023 JUT - Victoria Street 16 11 0.7 11 22 2023 JUT - Victoria Street Day before Thanksgiving 0.0 11 23 2023 JUT - Victoria Street Thanksgiving 0.0 11 27 2023 JUT - Victoria Street 12 12.5 1.0 11 28 2023 JUT - Victoria Street 16 11.75 0.7 11 29 2023 JUT - Victoria Street 8 5.5 0.7 11 30 2023 JUT - Victoria Street 16 13.5 0.8 12 1 2023 JUT - Victoria Street 16 1.5 0.1 12 4 2023 JUT - Hayes to Renton Ave Approved Unworkable Weather Day 0.0 12 5 2023 JUT - Hayes to Renton Ave Approved Unworkable Weather Day 0.0 12 6 2023 JUT - Hayes to Renton Ave Approved Unworkable Weather Day 0.0 12 7 2023 JUT - Hayes to Renton Ave 8 4 0.5 12 8 2023 JUT - Hayes to Renton Ave 8 5 0.6 12 11 2023 JUT - Hayes to Renton Ave 9 7.5 0.8 12 12 2023 JUT - Hayes to Renton Ave Contaminated Soils Testing 0.0 12 13 2023 JUT - Hayes to Renton Ave Contaminated Soils Testing 0.0 12 14 2023 JUT - Hayes to Renton Ave 20 0.0 12 15 2023 JUT - Hayes to Renton Ave 20 0.0 12 18 2023 JUT - Hayes to Renton Ave 20 0.0 12 19 2023 JUT - Hayes to Renton Ave 20 1 0.0 12 20 2023 JUT - Hayes to Renton Ave 10 6 0.6 12 21 2023 JUT - Hayes to Renton Ave 8 0.0 12 22 2023 JUT - Hayes to Renton Ave 6 0.0 Total Working Days 44.2 Change Order #19 - Page 61 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Serial Letter: 034s1 January 31, 2024 To: Michelle Faltaous City of Renton 1055 South Grady Way Renton, Washington 98057 Reference Project: CAG-22-163, Rainier Ave S Corridor Improvements - Phase 4 Project Subject: CO-013/PCO-024 JUT Shoring Changes Mrs. Michelle Faltaous: Since July 7, 2023, with Serial Letter L-013 JUT Impacts, Pivetta Brothers Construction, Inc. (Pivetta) has been discussing the impacts that have occurred to the Joint Utility Trench (JUT) with the City's project team. These impacts have significantly changed the character of the JUT Work and pursuant to sections 1-04.4 and 1-08.8, Pivetta is seeking an equitable adjustment and extension of time. As referenced in section 8-35.3 of the Special Provisions, "the layout shown on the Plans is approximate" and Pivetta was required "to construct the [JUT] so that it will not require adjustments or replacements for other items of work" The layout provided in the plans identified the JUT to be constructed between 4 ft and 6 ft below ground (BGS), with the exception of one location at STA 19+10 which was to be constructed between 8 ft and 9 ft BGS (see attached table JUT Depth Changes). Using the information provided within the drawings, Pivetta established our pre -bid shoring plan using a Speed Shore system. This system uses hydraulic jacks and fin form (rated plywood) to support the excavation. This system was selected based on our ability to procure the majority of the materials up front, it's flexibility to shore around known utilities, and the ease it can be installed and removed with a 2-man crew (2 Laborers on either side of the trench). As required by section 8-35.3(6), Pivetta was required to confirm that the layout provided in the design drawings worked by potholing the location of the existing utilities and providing a written trench excavation plan. During the initial utility location process the utilities placed painted markings where their underground utility lines were expected to be so Pivetta could begin potholing each location where there was a potential conflict with the JUT. Through this process it became evident that there were a substantial number of existing utilities that were either not shown or mislocated on the utility plans. To date, Pivetta has potholed 515 different locations, well in excess of the 220 potholes quantified in the contract. Of these 515 utility potholes, 224 were just for the JUT. Based on the post -award potholing effort, the JUT profile was significantly altered from the expected 4 ft to 6 ft BGS depth to well in excess of 8 ft BGS for the majority of the JUT, see attached table JUT Depth Changes. This increased depth significantly altered the character of the JUT construction as follows: Change Order #19 - Page 62 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) • Increased complexity of the shoring requiring 3,200 lbs steel plates, build -boxes, and manhole boxes in lieu of 40 lb sheets of plywood and jacks, • Required the steel sheets to be driven into the ground 1 ft to 2 ft to reduce sloughing and maintaining pressure for shoring jacks to press against, altering the flow of work from a horizontal (excavate then shore) to a vertical (shore then excavate) work flow, • Resulted in a greater frequency and severity of impacts due to groundwater and slope stability issues, • Added costs to dispose of saturated materials, • Required the use of larger equipment to install, remove, stage, and transport heavier shoring pieces, • Increased time to adjust the large steel sheets to avoid extensions that blocked driveways and sidewalks, whereas the fin form could be easily laid horizontally and overlapped with sheets, • Increased use of jacks to support plates and added fill behind plates to limit sloughing in high traffic areas, and • Did not allow Pivetta to establish an operational flow due to the customized shoring required at each point of the JUT trench. These issues were further impacted by the constant changes to the JUT design by the utilities as well as encountering additional unlocated utilities while we were installing the JUT. The direct costs for some of this work have been accounted for in the force account tickets, but these costs do not capture the full extent of this impact. Project Schedule Update A monthly update of the Project's Approved Baseline Schedule (Submittal #72 rev.1) was performed and is attached for your review (2024-01-23 Rainier Ave Schedule Update). This update used a data date of January 23, 2024 to determine the current impacts to the project. The only changes made to the schedule were: Logic changes to allow us to complete the Rainier Ave night crossings after the Renton Avenue crossing but before the section of JUT from Arco to Gerber. This change allowed us to perform all the evening work in a single grouping. Adding an additional 3 weather days to the project calendar to avoid counting these as Work Days. Based on this current schedule update, the total expected construction period for the project is still 629 Working Days. Schedule Start Date Approved Baseline 3/15/2023 7/31/2023 Schedule Update 3/13/2023 8/31/2023 Schedule Update 3/13/2023 11/3/2023 Schedule Update 3/13/2023 12/22/2023 Schedule Update 3/13/2023 1/23/2024 Schedule Update 3/13/2023 Finish Date WorkinL- Days 3/25/2025 500 6/20/2025 563 7/7/2025 572 8/20/2025 611 10/2/2025 629 10/7/2025 629 Change Order #19 - Page 63 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) As described before, the extended construction duration is driven by the current installation of the Joint Utility Trench and a summary of the impacts and mitigation efforts are as follows: Contaminated Soils at Auto Zone Contaminated Soils at Brown Bear Force Account Days (Prorated by Crews) JUT Shoring Design Impacts 9 Working Days 2 Working Days 51.5 Working Days 46.5 Working Days Deleted Crossing at STA 23+80 -2 Working Days Install Vaults for Watson Sec to Taco Time, 2nd St, and Metro PCS Early -5 Working Days Hertz/Lyft to Taco Time Concurrent with Others -8 Working Days Victoria St Early Completion -3 Working Days Total Delay Days (Beyond the Current Contract 538 Working Days) 91 Working Days There have been a number of issues surrounding the installation of the JUT and Pivetta has identified those delays in serial letters L-015, L-018, L019, L024, and L-033. In an effort to mitigate these delays, Pivetta has continued to add crews to assist with the JUT installation and adjusted some of our activities. Even with these additional crews and mitigation efforts, the project has continued to fall behind due to the number of Force Account issues encountered and changes to the JUT Design that have resulted in more complex shoring. A breakdown of which schedule activities have been impacted is provided in the attached worksheet, 2024-01-23 Impact Analysis. Additional Costs A summary of the additional costs is attached for the City's review (PCO-024 Total Cost Impacts). This summary is grouped into four categories: • Credit/Removal of Original Bid Items • Cost Impacts Incurred up to January 20, 2024 • Forecasted Cost Impacts to Complete the JUT • Additional Quantities and Bid Items Required to Complete the JUT Cost Impacts Incurred up to January 20, 2024 Primary cost impacts to date have occurred to Bid Items D8 Structure Excavation Class B Incl. Haul for JUT and D9 Shoring or Extra Excavation for JUT. Our pricing for Bid Item D8 included all of the labor and equipment required to excavate and backfill the JUT, along with the disposal of excess material for the conduit, bedding, and CDF. Bid Item D9 only included the expected rental and purchase costs for the shoring. Pricing these items this way is standard to the industry since we are unsure how much of the native material will be allowed to be used for backfill. As such, we include all excavation and backfill costs in the Structural Excavation Class B item with any on -site haul and disposal of material that is offset by the pipe and bedding being installed. A breakdown of these costs Pivetta has incurred for labor and equipment up to January 20, 2024 is attached. The shoring costs are summarized close to January 20, 2024 but we are anticipating additional invoices for the period. To account for the impacts to the utility vaults, Pivetta and the City have been quantifying the excavation for these vaults as Bid Item D8 Structure Excavation Class B. These impacts include having to install the vaults during the trenching and backfill operations to avoid having them slide into deeper trenches, and the out of sequence installation that limited our efficiency. We've estimated this quantity at 500 CY and have included this line item at the calculated unit price rate for the Bid Item D8 Structure Excavation Class B. Change Order #19 - Page 64 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) Bid Item D6 Gravel Borrow for JUT has also been impacted by the deeper trench section and the extended duration of the project. Due to the deeper trench section, we have encountered significantly more groundwater than expected. These saturated soils could not be used at nearby or free disposal sites and had to be hauled to a fee -based disposal sites. Similarly, the extended duration to construct the JUT has shifted our work into the wet winter months which don't allow for the native soils to be reused elsewhere and are only accepted at the fee -based disposal sites. To account for this impact, Pivetta is requesting to be reimbursed for actual trucking and disposal costs that we have incurred. Due to the significant delays to the project and the unusual amount of force account changes, Pivetta has divided our overhead into two groups. The Extended Overhead - Indirect Costs are those costs that are absorbed by the force account markup and typical to the industry. These costs have only been calculated for the additional days not attributed to the force account delays. The Extended Overhead - Direct Costs are those items that are specific to this project and these hours should have been captured in the force account tickets but are generally not directly involved. These costs have been calculated for the full delay of 91 Working Days, which includes force account delay days. Forecasted Cost Impacts to Complete the JUT To assist the City with understanding the full costs for the JUT shoring change, Pivetta has projected completing the JUT by March 29, 2024 (see attached schedule JUT Impact What -If Schedule). This schedule shows a delay of 116 Working Days, beyond the current 538 Working Days allowed per contract, and a completion date of November 12, 2025. Using this schedule update and estimating the remaining JUT structure excavation quantities, we have tried to forecast the remaining costs to complete the JUT. Additional Quantities and Bid Items Required to Complete the JUT Based on conversations with the City's Project team, Pivetta understands that the items listed in this section will be included in the change order. We have included these items to assist the City in understanding the total cost for this change order. We appreciate the City of Renton's efforts to resolve issues as they arise and keep the project moving forward. Pivetta will continue working to limit the additional costs associated with the unforeseen delays. Please feel free to contact me at (206) 914-2723, if you have any questions or concerns. Respectfully, Bill Adams Sr. Project Manager Change Order #19 - Page 65 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) w/ Attachments: JUT Depth Changes Table 2024-01-23 Rainier Ave Schedule Update 2024-01-23 Impact Analysis PCO-024 Total Cost Impacts BI D8 Labor and Equipment Costs Summary BI D9 Shoring Costs Summary Extended Overhead - Indirect Costs Cc: Extended Overhead - Direct Costs JUT Impact What -If Schedule Jordan Howe, Perteet Russ Owen, Pivetta Change Order #19 - Page 66 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. C) JUT Depth Changes Planned Altered Sheet Detail/Descritption Sta Depth Depth (D) (D) 100 CB 159 to CB 20 Profile 17+33 6 8.5 132 West Side Water Line 18+35 5.5 8 132 East Side Water Line 18+35 5.5 7.5 92 CB 294 to CB 446 Profile 19+10 9 10 100 S 2nd Street CB 438 to CB 36 Profile 19+10 8 9.75 92 West Side Profile 20+10 4.5 12.5 132 West Side Water Line 20+17 5 12.5 132 East Side Water Line 20+17 5 10 138 STA 20+25 - Connection Profile 20+25 5 12 92 Eastside Profile 20+27 5.25 11.5 100 CB 43 to CB 33 Profile 20+28 4 11 92 CB 514 to CB 513 Profile 21+03 5.5 9 101 Exist WQ Structure to CB 40 Profile 21+34 4 10.5 136 SW Victoria St - Connection Profile 25+00 4 9.5 137 Hayes PL SW - Connection Profile 26+25 5 10.25 102 CB 340 to CB 137 Profile 29+53 5.5 7 102 CB 306 to CB 134 Profile 30+21 5 6 138 STA 30+50 - Connection Profile 30+49 5 8 102 CB 131 to CB 130 Profile 31+96 5.25 7.5 138 Renton Ave Ext - Connection Profile 32+65 5 8 118 Renton Ave Ext Profile 598+50 to 600+00 32+96 5 13 95 West Side Profile 33+85 5 8 138 ST 34+30 - Connection Profile 34+32 4.5 9.25 138 STA 36+95 - Connection Profile 36+95 5.5 9 97 West Side Profile 39+12 3.5 8 97 CB 182 to CB 304 Profile 39+52 4.75 10.5 138 NW 3rd PL - Connection Profile 40+85 4.5 9 136 West Side Water Line - Connection Profile 42+07 6 7 Average Depth 5.21 9.25 Change Order #19 - Page 67 of 92 n` a` a n` a s a` d o E a a a a a a a a 0 a a a a a a a 'u a as z g g M i g g i v a a v a 0l7 0* l _ a a a a a a a a l7 7 a 0 o LL o N v v v a N in N in M \ N O N O N \ \\\ N N z \ \ \ N \ N o N \ ry N o ry\ N N N N M N N C 3 O O N O N O\ O m 0 o o o o o o 3 m n o .o m 3 M N N N 9 ry� N m N o o o o o 3 9 V I L V V V I V V I O O o 0 0 0 0 0 0 0 0 00 a M in M M vrvi a v u+ a v a u+ vi in a u+ M in in �o H W M\ N v\1 M N M\\ M N V O v V V O 0 0 m V\ 'n _ -p V V o C_ �LLr�LL �3r� i3~333i3�'� M M M M N M ry M M M M ti ry \\\ \ m 9 N rn m m\ m o v v 9 9 a v v v a v a M i0 M _ M i~~" io a' 0 z 3 3 3 o o n _ c Y o N M N Z O p — 3 o+ 3 s z o - c o N N ma a m E :96 u o, c4 S a r c i c c s t r i a s 3 d i a° a a° -__ u u a E ,5 H p U u m C N d j 6 a d d 7 1 G d a j a m a a j a a 6 i j a U u l7 V' d a d a d a a a a m N m � a v� a C d 9 a •C ti- a_ C d � W_ _ l o a d y>> _____ a y C� C C C C � a Y H ry m m m\ \\ tiw n N n N ro 1arog m mn \d \ 0 0 o C o 0 o O.. o i 1 3 3 r i i i g i g r 2 i i 3 3 r r i r 3 3 3 r r i i i i i i i i� r i i i 20 i g 3 r\i N fon m o N >> a W a c° `� _ 'O a__ a •. _- '° O O i a 9 O o o OO "3�g��3��"3'�LL�33�LL���3LLLLLLLLLL333i�=i"�r3 0 o vO ' a °1 0 0 °1 a s w a m o °1 0° o 0 0 0 0 o 0 o v 3 0 0 0 `o o" o a i r 3 3 M i 2 1 i 7� g�� r f i�� 3 3 3� r i��� 3 3� r 3 r f�� i o o o o o 7 i i�� � o \rv. z C° .= a sO .O .0 .` a_ '° d a o W° - a s W° 9 CO O° o 0 0 a P�3�PLL 3g w�33uw 3�LLwLL33" 33 ��� m m\ ry d n N N mH m\ N n m m m ry ry N\ n ry n m o c ry a a H ry a a o o o 5 o C\ Z z Z til m '-' M M Z M M Z ,y z z z z z O M a V V Y\I 5 Q v O v a3 a3 v v 0 o o v w a3a v a3 O O ' f i i f i f i i i i 3 a s a s a a a a a a a a v a y a a a a a a a a a a a a a a a a a a a a o a a o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N o a o 0 0 o ry o 0 0 0 0 0 0 0 0 0 0 0 0 0 o o a-- a a- a a- a a a o a a ^y a a a-- a- a a a- a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o H o 0 0 0 0 0 ,o,� o o a o 0 0 0 0 0 0 0 0 0 o N o 0 0 0 0 0 0 0 0 0 0. o 0 0 0 0 0 0 0 0 0 0 r o m a o> Y N o n o g 3 - o _ a m �o + z n n .. 10# 00 `o # `o �3�m « ,I+ - r o m '� v o ion - ry O m N Ov C O o p 3 N v + N S o IT o mE u ` i w c N m o vai w o N E u v .wi N « " « _ o v E - w - F Y-' '�° o o -° o ro j o a c u E o v m 3 N a o 3 a E ,. 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C) Force Account Impacts to JUT Date Schedule Activity Crew Hours Force Account Crew Hours Working Day Impact 6/12/2023 JUT - Walgreens to Sansonsia 10 4 0.4 6/13/2023 JUT - Walgreens to Sansonsia 10 3 0.3 6/14/2023 JUT - Walgreens to Sansonsia 10 1.5 0.2 6/15/2023 JUT - Walgreens to Sansonsia 10 8 0.8 6/20/2023 JUT - Walgreens to Sansonsia 10 5 0.5 6/21/2023 JUT - Walgreens to Sansonsia 10 0 0.0 6/22/2023 JUT - Walgreens to Sansonsia 10 8 0.8 6/23/2023 JUT - Walgreens to Sansonsia 10 4 0.4 6/26/2023 JUT - Walgreens to Sansonsia 10 2.5 0.3 6/27/2023 JUT - Walgreens to Sansonsia 10 0.5 0.1 6/28/2023 JUT - Walgreens to Sansonsia 10 8.5 0.9 6/29/2023 JUT - Walgreens to Sansonsia 10 8 0.8 7/5/2023 JUT - Walgreens to Sansonsia 10 7.5 0.8 7/6/2023 JUT - Walgreens to Sansonsia 10 9 0.9 7/7/2023 JUT - Walgreens to Sansonsia 10 5 0.5 7/10/2023 JUT - Walgreens to Sansonsia 10 4 0.4 7/11/2023 JUT - Walgreens to Sansonsia 10 4.5 0.5 7/12/2023 JUT - Walgreens to Sansonsia 10 6.5 0.7 7/13/2023 JUT - Walgreens to Sansonsia 10 4.5 0.5 7/17/2023 JUT - Walgreens to Sansonsia 10 5.5 0.6 7/18/2023 JUT - Walgreens to Sansonsia 10 2 0.2 7/19/2023 JUT - Walgreens to Sansonsia 10 1.5 0.2 7/20/2023 JUT - Walgreens to Sansonsia 10 5 0.5 7/24/2023 JUT - Walgreens to Sansonsia 10 1 .1 7/25/2023 JUT - Walgreens to Sansonsia 10 4 0.4 7/26/2023 JUT - Walgreens to Sansonsia 10 0 0.0 7/27/2023 JUT - Walgreens to Sansonsia 10 2 0.2 7/31/2023 JUT - Walgreens to Sansonsia 10 3 0.3 8/1/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 10 1.5 0.2 8/2/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 7.5 0.4 8/3/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 9.5 0.5 8/7/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 8 0.4 8/8/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 10 3 0.3 8/9/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 9 0.5 8/10/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 13 0.7 8/14/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 13.5 0.7 8/15/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 9 0.5 8/16/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 8.5 0.4 8/17/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 0 0.0 8/21/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 12 0.6 8/22/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 6 0.3 8/23/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 1 .1 8/24/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 0.0 8/28/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 5.5 0.3 8/29/2023 JUT - Watson Security to Taco Time, 2nd S, Vacant Lot 20 1 .1 8/30/2023 JUT - Vacant to Formula 1 Fast Lube 20 4 0.2 8/31/2023 JUT - Vacant to Formula 1 Fast Lube 20 3 0.2 9/1/2023 JUT - Vacant to Formula 1 Fast Lobe 20 6 0.3 9/4/2023 JUT - Vacant to Formula 1 Fast Lobe 20 0.0 9/5/2023 JUT - Vacant to Formula 1 Fast Lube 30 2 0.1 9/6/2023 JUT - Vacant to Formula 1 Fast Lube 30 0.0 9/7/2023 JUT - Vacant to Formula 1 Fast Lube 10 0.0 9/8/2023 JUT - Vacant to Formula 1 Fast Lobe 10 6.5 0.7 9/11/2023 JUT - Big Island Poke to Watson Security 20 4.5 0.2 9/12/2023 JUT - Big Island Poke to Watson Security 10 9 0.9 9/13/2023 JUT - Big Island Poke to Watson Security 20 13.5 0.7 9/14/2023 JUT - Big Island Poke to Watson Security 20 8.5 0.4 9/18/2023 JUT - Big Island Poke to Watson Security 20 13 0.7 9/19/2023 JUT - Big Island Poke to Watson Security 30 9 0.3 9/20/2023 JUT - Big Island Poke to Watson Security 30 12.5 0.4 9/21/2023 JUT - Big Island Poke to Watson Security 30 10 0.3 9/25/2023 JUT - Big Island Poke to Watson Security 20 12.5 0.6 9/26/2023 JUT - Big Island Poke to Watson Security 20 12.5 0.6 9/27/2023 JUT - Big Island Poke to Watson Security Approved Unworkable Weather Day 0.0 9/28/2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 10 0.0 10/2/2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 1.5 0.0 10/3/2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 4.5 0.0 10/4/2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 5 0.0 10/5/2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 6.5 0.0 Change Order #19 - Page 75 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA Date Schedule Activity Crew Hours 1 TEM # Force Account Crew Hours Working Day Impact 10/9/2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 7.5 0.0 10/10/2023 JUT - Big Island Poke to Watson Security Contaminated Soils Testing 13 0.0 10/11/2023 JUT - Big Island Poke to Watson Security 15 5.5 0.4 10/12/2023 JUT - Big Island Poke to Watson Security 20 4.5 0.2 10/16/2023 JUT - Big Island Poke to Watson Security 20 18.5 0.9 10/17/2023 JUT - Big Island Poke to Watson Security 20 7 0.4 10/18/2023 JUT - Big Island Poke to Watson Security 20 17 0.9 10/19/2023 JUT - Big Island Poke to Watson Security 30 0 0.0 10/23/2023 JUT - Big Island Poke to Watson Security 30 1.5 0.1 10/24/2023 JUT - Big Island Poke to Watson Security 20 2 0.1 10/25/2023 JUT - Big Island Poke to Watson Security 20 4 0.2 10/26/2023 JUT - Big Island Poke to Watson Security 20 5 0.3 10/30/2023 JUT - Big Island Poke to Watson Security 20 16 0.8 10/31/2023 JUT - Big Island Poke to Watson Security 15 12 0.8 11/1/2023 JUT - Big Island Poke to Watson Security 20 16.5 0.8 11/2/2023 JUT - Big Island Poke to Watson Security Approved Unworkable Weather Day 0.0 11/3/2023 JUT - Big Island Poke to Watson Security 20 11 0.6 11/6/2023 JUT - Watson Security to Hayes 16 16.5 1.0 11/7/2023 JUT - Watson Security to Hayes 16 17.5 1.1 11/8/2023 JUT - Watson Security to Hayes 16 8.5 0.5 11/9/2023 JUT - Watson Security to Hayes 16 7.5 0.5 11/13/2023 JUT - Watson Security to Hayes 16 19 1.2 11/14/2023 JUT - Watson Security to Hayes 16 9 0.6 11/15/2023 JUT - Watson Security to Hayes 16 19 1.2 11/16/2023 JUT - Watson Security to Hayes 16 9.5 0.6 11/20/2023 JUT - Victoria Street 16 11 0.7 11/21/2023 JUT - Victoria Street 16 11 0.7 11/22/2023 JUT - Victoria Street Day Before Thanksgiving 0.0 11/23/2023 JUT - Victoria Street Thanksgiving 0.0 11/27/2023 JUT - Victoria Street 12 12.5 1.0 11/28/2023 JUT - Victoria Street 16 11.75 0.7 11/29/2023 JUT - Victoria Street 8 5.5 0.7 11/30/2023 JUT - Victoria Street 16 13.5 0.8 12/1/2023 JUT - Victoria Street 16 1.5 0.1 12/4/2023 JUT - Hayes to Renton Ave Approved Unworkable Weather Day 0.0 12/5/2023 JUT - Hayes to Renton Ave Approved Unworkable Weather Day 0.0 12/6/2023 JUT - Hayes to Renton Ave Approved Unworkable Weather Day 0.0 12/7/2023 JUT - Hayes to Renton Ave 8 4 0.5 12/8/2023 JUT - Hayes to Renton Ave 8 5 0.6 12/11/2023 JUT - Hayes to Renton Ave 9 7.5 0.8 12/12/2023 JUT - Hayes to Renton Ave Contaminated Soils Testing 0.0 12/13/2023 JUT - Hayes to Renton Ave Contaminated Soils Testing 0.0 12/14/2023 JUT - Hayes to Renton Ave 20 0.0 12/15/2023 JUT - Hayes to Renton Ave 20 0.0 12/18/2023 JUT - Hayes to Renton Ave 20 0.0 12/19/2023 JUT - Hayes to Renton Ave 20 0.0 12/20/2023 JUT - Hayes to Renton Ave 10 6 0.6 12/21/2023 JUT - Hayes to Renton Ave 8 0.0 12/22/2023 JUT - Hayes to Renton Ave 6 0.0 12/25/2023 JUT - Hayes to Renton Ave Holiday Breakthrough 1/1/2024 0 0.0 1/2/2024 JUT - Hayes to Renton Ave 10 10 1.0 1/3/2024 JUT - Hayes to Renton Ave 10 1 0.1 1/4/2024 JUT - Hayes to Renton Ave 10 6.75 0.7 1/5/2024 JUT - Hayes to Renton Ave 10 2 0.2 1/8/2024 Renton Ave 10 8.5 0.9 1/9/2024 Renton Ave 10 1 0.1 1/10/2024 Renton Ave 10 8.25 0.8 1/11/2024 Renton Ave Approved Unworkable Weather Day 0 0.0 1/15/2024 Renton Ave Holiday 0 0.0 1/16/2024 Renton Ave Approved Unworkable Weather Day 0 0.0 1/17/2024 Renton Ave 10 9.5 0.95 1/18/2024 Renton Ave 10 10.5 1.0 1/22/2024 Renton Ave 10 5 0.5 1/23/2024 Renton Ave 10 0 0.0 Total Working Days 51.5 5. c) Change Order #19 - Page 76 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) PCO-024 Total Cost Impacts Item QTY , Credit/Removal of Original Bid Items BI D8 Structure Excavation Class B Incl. Haul for JUT -4,110 CY BI 9-D8 Structure Excavation Class B Incl. Haul for JUT -80 CY BI D9 Shoring or Extra Excavation for JUT BI 9-D57 Shoring or Extra Excavation Class for JUT Revisions at Victoria Cost Impacts Incurred up to January 20, 2024 Current Labor and Equipment Costs for BI D8 Struct Ex Class B for JUT BI D8 Excess Material - Trucking & Disposal Costs Current Costs for BI D9 Shoring or Extra Excavation for JUT Structure Excavation Class B for JUT Vaults Impacted Impacts to D6 Gravel Borrow for JUT - Disposal Costs Extended Overhead - Indirect Costs Extended Overhead - Direct Costs Forecasted Cost Impacts to Complete the JUT Forecasted Costs for BI D8 Struct Ex Class B for JUT BI D8 Excess Material - Trucking & Disposal Costs Forecasted Costs for BI D9 Shoring or Extra Excavation for JUT Forecasted Impacts to D6 Gravel Borrow for JUT - Disposal Costs Extended Overhead - Indirect Costs Extended Overhead - Direct Costs Additional Quantities and Bid Items Required to Complete the JUT Additional QTY for D6 Gravel Borrow for JUT Additional QTY for D13 Sand Bedding Dewatering for JUT Disposal of Petroluem Tainted Mat'ls Incl. Haul Total Estimated Cost Impacts -1 LS -1 LS 5,928 CY 2,890 CY 7 MO 500 CY 1,875 CY 39.5 DY 91 DY 1,513 CY 738 CY 3 MO 775 CY 25 DY 25 DY 2,045 CY 451 TN 1 EST 750 TN $73.20 $73.20 $133,560.00 $1,815.78 $151.34 $43.12 $89,635.71 $151.34 $43.12 $4,416.77 $8,193.84 $151.34 $43.12 $99,635.71 $43.12 $4,416.77 $8,193.84 $34.60 $44.75 $400,000.00 $63.46 -$300,852.00 -$5,856.00 -$133,560.00 -$1,815.78 $903,828.80 $124,587.45 $627,450.00 $75,672.48 $80,822.10 $174,462.42 $745,639.44 $228,984.92 $31,798.38 $298,907.14 $33,438.84 $110,419.25 $204,846.00 $70,752.68 $20,199.68 $400,000.00 $47,595.00 $3,737,320.79 Change Order #19 - Page 77 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. c) L TTAAXSIAACIION INC Rainier Ave. 5 - Job # 2022-148 Project Name Station Phase 4 Date: 1/24/2023 Bid Item Customer :::::] E.W.O # PCO-024 Phase Weather Description Labor and Equipment Costs for Bid Item D8 Structure Excavtion Class B Incl. Haul for JUT from Jun 15, 2023 to January 20, 2024 Labor Name: First, Last Class Hours 0/T Hours Rate O/T Rate Extended Foreman 30-50 $ 95.35 $ 124.04 $ 15,597.38 Foreman 15-30 996.25 172.75 $ 94.96 $ 122.88 $ 97,458.12 Operator 30-50 80.5 3 Operator 15-30 2062 53.25 $ 90.96 $ 116.91 $ 194,954.28 Grader/Pipelayer - Le 33 0 $ 70.10 $ - $ - Grade Checker 381.5 10.25 $ 86.31 $ 110.28 $ - Laborer 890.25 34 $ 66.61 $ 87.38 $ 60,793.78 Op App -95 127 7.5 $ 86.41 $ 111.06 $ 12,023.34 Op App - 90 157.75 1 $ 81.86 $ 105.22 $ 13,872.94 Op App 221 1 $ 63.67 $ 81.84 $ 14,733.19 Laborer App -85 125.5 9.5 $ 56.62 $ 74.27 $ 2,947.66 Laboer App 69.5 6 $ 53.29 $ 69.90 $ 4,336.09 Equipment Description Year Hours Stby Hours Rate Stby Rate Extended P-XXX FOREMAN TRUCK $ 32.78 $ $ P-187 FOREMAN TRUCK 137.5 $ 32.78 $ - $ 15,201.73 P-179 FOREMAN TRUCK 40 $ 32.78 $ - $ 15,201.73 P-174 FOREMAN TRUCK 496.25 $ 32.78 $ - $ 15,201.73 P-168 FOREMAN TRUCK 51 $ 32.78 $ $ 15,201.73 P-156: Foreman Truck 39 $ 32.78 $ - $ 4,228.62 P-147:2012 F450 Truck 199.5 $ 32.78 $ - $ 4,228.62 WL-112:1D 624K Wheel Loader 159 $ 89.64 $ - $ 11,944.53 WL-121:Volvo L70H Loader 444.75 $ 89.38 $ $ 36,534.08 EX-121:1D 35D Mini Excavator 80 $ 46.37 $ $ 3,709. 00 35HB-101: Breaker 80 $ 9.35 $ - $ - EX-135:Hitachi 2X-245 Excavator 298 $ 154.34 $ - $ 42,867.94 EX-139:JD85G Compact Excavator 321.25 $ 108.90 $ $ 31,227.08 75HB-101: Breaker 321.25 $ 21.13 $ $ EX-138: JD 85G Compact Excavator 38.5 $ 108.90 EX-142:Hitachi 135N Excavator 364.5 $ 122.55 $ - $ 41,023.61 135HB-101: Breaker 364.5 $ 29.61 $ EX-155: 2022 John Deere 245G 583 $ 145.85 $ $ 38,279.74 T-133:lnternational Dump Truck 583 $ 72.26 $ - $ 38,279.74 T-156:1987 International F74 204.0 $ 72.26 $ - $ 14,105.15 ORT-103:Terex On site dumper 55.75 $ 39.25 $ $ 2,188.19 LT-1021ight Tower 162.25 $ 19.12 $ $ 3,369.90 Materials Invoice # Date Supplier Material Type QTY Amount Subcontractors Name: Date Type Work Description QTY Amount Cost Breakdown Sub Total x M/U = Total Labor $416,716.781 19.5% 1 $497,976.55 Labor -ST&S 5,442.50 $1.51 $8,163.75 Equipment $332,793.72 17.5% $391,032.62 Materials $0.00 17.5% $0.00 Subcontractor $0.00 12%/10%/7% $0.00 Calculated Total: $897,172.92 CITY to Date: 5,928 CY Unit Cost to Date: $151.34 /CY Change Order #19 - Page 78 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. C) BI D9 Shoring Costs Summary Date Invoice# Quanity Description Contract# Date Out Bill From Bill To Total Billing Type 5/4/2023 370116 4 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 4/18/2023 5/15/2023 $1,940.12 Cycle 5/4/2023 370116 2 Quick Pick 140109/346269 4/18/2023 4/18/2023 5/15/2023 $488.34 Cycle 5/4/2023 370116 7 2FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 4/18/2023 5/15/2023 $1,140.58 Cycle 5/4/2023 370116 200 Plate Spike 140109/346269 4/18/2023 4/18/2023 4/18/2023 $800.00 Purchase 5/5/2023 370264 10 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 4/19/2023 5/16/2023 $2,781.00 Cycle 5/5/2023 370264 1 6Hx20Lx4in Thick Steel Double Wall Trench Sheild With Flat Bottom 140249/346727 4/19/2023 4/19/2023 5/16/2023 $1,770.19 Cycle 5/5/2023 3702641 2 2FT Vertical Shore With 52-88in Hydraulic Cylinder 140249/346790 4/19/2023 4/19/2023 5/16/20231 $325.88 Cycle 5/10/2023 370643 teel Plate 8x20x1(Non-skid) 140533/347497 4/24/2023 4/24/2023 5/21/2023 $485.03 Cycle 5/10/2023 370643 teel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 4/24/2023 5/21/2023 $1,479.92 Cycle 5/10/2023 370643 teel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 4/24/2023 5/21/2023 $2,219.88 Cycle 5/12/2023 370860 100 1.5 Vertical Rail 28-46 HB SR 2022.148 5/12/2023 5/12/2023 5/12/2023 $33,780.00 Purchase 5/12/2023 370860 4 4x8 Finform (pallet of 21 EA) 2022.148 5/12/2023 5/12/2023 5/12/2023 $14,132.16 Purchase 5/13/2023 371047 20 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 4/27/2023 5/24/2023 $2,560.40 Purchase 5/19/2023 371681 7 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 5/3/2023 5/30/2023 $1,673.77 Cycle 5/19/2023 3716811 6 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 5/3/2023 5/30/20231 $1,434.66 Cycle 5/19/2023 3716811 7 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 5/3/2023 5/30/2023 $1,673.77 Cycle 5/31/2023 3729841 1 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 5/16/2023 5/30/2023 $377.24 Return 5/31/2023 3729861 1 Steel Plate 8x20x1(Non-skid) 140533/347497 4/24/2023 5/22/2023 5/30/2023 $269.46 Return 5/31/2023 3729861 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 5/22/2023 5/30/2023 $410.76 Return 6/1/2023 3730501 3 teel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 5/16/2023 6/12/2023 $1,455.08 Cycle/Return 6/1/2023 373050 4 2FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 5/16/2023 5/31/2023 $579.33 Cycle/Return 6/1/2023 373050 3 FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 5/16/2023 6/12/2023 $488.81 Cycle/Return 6/2/2023 373175 30 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 5/17/2023 6/13/20231 $2,781.00 Cycle/Return 6/2/2023 373175 1 6Hx20Lx4in Thick Steel Double Wall Trench Sheild With Flat Bottom 140249/346727 4/19/2023 5/17/2023 6/13/2023 $1,770.19 Cycle/Return 6/2/2023 373175 2 2FT Vertical Shore With 52-88in Hydraulic Cylinder 140249/346790 4/19/2023 5/17/2023 6/13/2023 $325.87 Cycle/Return 6/2/2023 373175 3 teel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 5/22/2023 5/31/2023 $739.37 Cycle/Return 6/2/2023 373175 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 5/22/2023 5/31/2023 $492.91 Cycle/Return 6/2/2023 373175 18 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 5/25/2023 5/31/2023 $768.10 Cycle/Return 6/5/2023 373389 300 Plate Spike 141282/350284 5/8/2023 5/8/2023 5/8/2023 $1,200.00 Purchase 6/5/2023 373389 100 Plate Spike 141427/350623 5/9/2023 5/9/2023 5/9/2023 $400.00 Purchase 6/7/2023 373615 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 5/22/2023 6/18/20231 $369.68 Cycle 6/7/2023 373615 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 5/22/2023 6/18/2023 $739.37 Cycle 6/7/2023 373615 1 8H x 12W x 4in Thick Steel Double Wall Manhole Box w/2ft Wing Walls 142210/353265 5/22/2023 5/22/2023 6/18/2023 $1,830.89 Cycle 6/10/2023 373997 2 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 5/25/2023 6/21/2023 $256.03 Cycle 6/13/2023 375791 3 teel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 6/13/2023 7/10/2023 $1,455.08 Cycle 6/13/2023 375791 3 FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 6/13/2023 7/10/2023 $488.81 Cycle 6/16/2023 374595 6 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 5/31/2023 6/27/2023 $1,434.67 Cycle 6/16/2023 374595 6 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 5/31/2023 6/27/2023 $1,434.67 Cycle 6/16/2023 374595 7 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 5/31/2023 6/27/2023 $1,673.78 Cycle 6/22/2023 375187 2 2FT Vertical Shore With 52-88in Hydraulic Cylinder 140249/346790 4/19/2023 6/14/2023 6/21/2023 $144.83 Return 6/30/2023 376036 30 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 6/14/2023 7/11/2023 $2,781.00 Cycle 6/30/2023 376036 1 6Hx20Lx4in Thick Steel Double Wall Trench Sheild With Flat Bottom 140249/346727 4/19/2023 6/14/2023 7/11/2023 $1,770.19 Cycle 6/30/2023 376036 2 48in Verticle Shore Release Tool 143383/357385 6/13/2023 6/14/2023 7/11/2023 $148.50 Cycle 6/30/2023 376036 2 48in Verticle Shore Removal Hook 143383/357385 6/13/2023 6/14/2023 7/11/2023 $148.50 Cycle 6/30/2023 376036 7 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 6/14/2023 7/11/2023 $1,234.30 Cycle 6/30/2023 376036 6 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 6/14/2023 7/11/2023 $931.18 Cycle 6/30/2023 376036 1 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 6/14/2023 7/11/2023 $176.33 Cycle 6/30/2023 376036 10 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 6/14/2023 7/11/2023 $1,551.96 Cycle 7/5/2023 376350 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 6/19/2022 7/16/2023 $369.68 Cycle 7/5/2023 376350 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 6/19/2022 7/16/2023 $739.37 Cycle 7/5/2023 376350 1 8H x 12W x 4in Thick Steel Double Wall Manhole Box w/2ft Wing Walls 142210/353265 5/22/2023 6/19/2022 7/16/2023 $1,830.89 Cycle 7/6/2023 376501 1 5 Gallon Hydraulic Hand Pump 143841/358890 6/21/2023 6/21/2023 7/5/2023 $209.16 Return 7/6/2023 376501 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 143841/358890 6/21/2023 6/21/2023 7/5/2023 $635.04 Return 7/6/2023 376501 1 Hydraulic Shoring Fluid 143841/358890 6/21/2023 6/21/2023 6/21/2023 $25.00 Purchase 7/6/2023 376501 20 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144052/359641 6/26/2023 6/26/2023 7/5/2023 $1,814.40 Return 7/6/2023 376501 22 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 6/27/2023 7/5/2023 $1,663.20 Return 7/7/2023 376553 FT Vertical Shore With 52-88in Hydraulic Cylinder 143841/358890 6/21/2023 6/21/2023 7/18/2023 $651.74 Cycle 7/8/2023 376675 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 6/22/2023 7/19/2023 $128.02 Cycle 7/13/2023 377030 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 6/27/2023 7/24/2023 $816.48 Cycle 7/14/2023 377128 6 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 6/28/2023 7/25/2023 $1,434.67 Cycle/Return 7/14/2023 377128 6 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 6/28/2023 7/25/2023 $1,434.67 Cycle/Return 7/14/2023 377128 7 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 6/28/2023 7/25/20231 $1,673.78 Cycle/Return 7/14/2023 377128 33 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 5/3/2023 6/28/2023 7/12/2023 $3,492.72 Cycle/Return 7/14/2023 377128 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 5/3/2023 6/28/2023 7/25/2023 $2,313.36 Cycle/Return 7/21/2023 377706 60 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144432/361057 7/5/2023 7/5/2023 8/1/2023 $9,776.16 Cycle 7/21/2023 377706 1 5 Gallon Hydraulic Hand Pump 144460/361092 7/5/2023 7/5/2023 8/1/2023 $268.92 Cycle 7/26/2023 378142 8 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 7/10/2023 8/6/2023 $1,241.57 Cycle 7/27/2023 378288 3 teel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 7/11/2023 8/7/2023 $1,455.08 Cycle 7/27/2023 378288 3 FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 7/11/2023 8/7/2023 $488.81 Cycle 7/28/2023 378447 10 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 7/12/2023 8/8/20231 $2,781.00 Cycle 7/28/2023 378447 1 6Hx20Lx4in Thick Steel Double Wall Trench Sheild With Flat Bottom 140249/346727 4/19/2023 7/12/2023 8/8/2023 $1,770.19 Cycle 7/28/2023 378447 2 48in Verticle Shore Release Tool 143383/357385 6/13/2023 7/12/2023 8/8/2023 $148.50 Cycle 7/28/2023 378447 2 48in Verticle Shore Removal Hook 143383/357385 6/13/2023 7/12/2023 8/8/2023 $148.50 Cycle 7/28/2023 378447 7 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 7/12/2023 8/8/2023 $1,234.30 Cycle 7/28/2023 378447 6 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 7/12/2023 8/8/2023 $931.18 Cycle 7/28/2023 378447 1 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 7/12/2023 8/8/2023 $176.33 Cycle 7/28/2023 3784471 10 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 7/12/2023 8/8/2023 $1,551.96 Cycle 7/29/2023 3785581 15 Gallon Hydraulic Hand Pump 144891/362645 7/13/2023 7/13/2023 8/9/20231 $268.92 Cycle 7/29/2023 3785581 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 7/13/2023 7/13/2023 8/9/2023 $814.68 Cycle 8/1/2023 378890 7 Steel Plate 8x20x1(Non-skid) 144622/361606 7/7/2023 7/10/2023 8/6/2023 $3,395.20 Cycle 8/1/2023 378890 5 Steel Plate 8x20x1(Non-skid) 144622/361636 7/7/2023 7/10/2023 8/6/2023 $2,425.14 Cycle 8/1/2023 378890 2 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 7/10/2023 8/6/2023 $310.40 Cycle 8/1/2023 378890 6 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 7/10/2023 8/6/2023 $931.20 Cycle 8/2/2023 379039 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 7/17/2023 8/13/2023 $369.68 Cycle 8/2/2023 379039 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 7/17/2023 8/13/2023 $739.37 Cycle Change Order #19 - Page 79 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. C) BI D9 Shoring Costs Summary Date Invoice# Quanity Description Contract# Date Out Bill From Bill To Total Billing Type 8/2/2023 379039 1 8H x 12W x 4in Thick Steel Double Wall Manhole Box w/2ft Wing Walls 142210/353265 5/22/2023 7/17/2023 8/13/2023 $1,830.89 Cycle 8/2/2023 379039 1 12L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145063/363246 7/17/2023 7/17/2023 8/13/2023 $1,886.40 Cycle 8/4/2023 379298 2 48in Verticle Shore Release Tool 143383/357385 6/13/2023 6/13/2023 6/13/2023 $150.00 Purchase 8/4/2023 379298 2 48in Verticle Shore Removal Hook 143383/357385 6/13/2023 6/13/2023 6/13/2023 $150.00 Purchase 8/4/2023 379298 1 5 Gallon Hydraulic Hand Pump 144460/361092 7/5/2023 8/2/2023 8/3/2023 $59.76 Cycle/Return 8/4/2023 379298 4 2FT VerticalShore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 7/19/2023 8/15/2023 $1,064.45 Cycle/Return 8/4/2023 379298 4 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145296/364037 1 7/19/2023 7/19/2023 8/15/20231 $965.66 Cycle/Return 8/4/2023 379343 1 5 Gallon Hydraulic Hand Pump 146174/367089 8/3/2023 8/3/2023 8/3/2023 $1.00 Return 8/4/2023 379343 1 5 Gallon Hydraulic Hand Pump 146174/367089 8/3/2023 8/3/2023 8/3/2023 $1.00 Return 8/4/2023 379343 1 5 Gallon Hydraulic Hand Pump 146174/367089 8/3/2023 8/3/2023 8/3/2023 $1,100.00 Purchase 8/4/2023 379343 1 5 Gallon Hydraulic Hand Pump 146174/367089 8/3/2023 8/3/2023 8/3/2023 $1,100.00 Purchase 8/5/2023 379435 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 7/20/2023 8/16/2023 $128.02 Cycle 8/14/2023 380149 6 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 7/26/2023 8/22/2023 $1,434.67 Cycle 8/14/2023 3801491 6 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 7/26/2023 8/22/2023 $1,434.67 Cycle 8/14/2023 3801491 7 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 7/26/2023 8/22/20231 $1,673.78 Cycle 8/14/2023 3801491 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 7/25/2023 8/21/2023 $816.48 Cycle 8/14/2023 3801491 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 7/26/2023 8/22/2023 $2,313.36 Cycle 8/14/2023 3801411 7 Steel Plate 8x20x1(Non-skid) 144622/361606 7/7/2023 8/7/2023 7/9/2023 -$3,395.20 Credit 8/14/2023 3801411 4 Steel Plate 8x20x1(Non-skid) 144622/361636 7/7/2023 8/7/2023 7/9/2023 -$2,425.14 Credit 8/14/2023 3801491 44 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 7/24/2023 8/20/2023 $1,805.76 Cycle 8/14/2023 380149 1 1OL x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145267/364719 7/24/2023 7/24/2023 8/20/2023 $1,715.18 Cycle 8/14/2023 380149 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 7/24/2023 8/20/2023 $1,581.19 Cycle 8/14/2023 380149 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 7/24/2023 8/20/20231 $1,581.19 Cycle 8/14/2023 380149 92 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145419/365362 7/26/2023 7/26/2023 8/22/2023 $3,775.68 Cycle 8/14/2023 380149 1 6L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 7/26/2023 8/22/2023 $1,581.19 Cycle 8/14/2023 380149 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 7/26/2023 8/22/2023 $1,567.80 Cycle 8/14/2023 380149 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 7/26/2023 8/22/2023 $1,567.80 Cycle 8/14/2023 3801491 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 7/26/2023 8/22/2023 $1,567.80 Cycle 8/14/2023 3801491 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 7/26/2023 8/22/2023 $1,567.80 Cycle 8/14/2023 3801491 1 8L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 7/26/2023 8/22/2023 $1,567.80 Cycle 8/14/2023 3801491 12 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 7/10/2023 8/6/2023 $2,869.32 Cycle 8/16/2023 380312 24 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 7/31/2023 8/27/2023 $1,418.69 Cycle/Return 8/16/2023 3803121 30 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145965/366443 7/31/2023 7/31/2023 8/27/2023 $6,406.56 Cycle/Return 8/16/2023 3803121 41 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145965/366443 8/7/2023 8/7/2023 8/10/2023 $2,918.54 Cycle/Return 8/16/2023 380312 100 Plate Spike 146246/367533 8/7/2023 8/7/2023 8/7/20231 $400.00 Purchase 8/18/2023 380557 60 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 8/2/2023 8/29/20231 $9,776.16 Cycle 8/21/2023 380751 1 Manbox Repair 142210/370063 8/18/2023 8/18/2023 8/18/2023 $290.00 Fee Reapir 8/21/2023 380751 100 Plate Spike 145472/364718 7/24/2023 7/24/2023 7/24/2023 $400.00 Purchase 8/21/2023 380751 2 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 7/31/2023 8/27/2023 $478.22 Cycle 8/21/2023 380751 8 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 7/31/2023 8/27/2023 $2,224.80 Cycle 8/21/2023 380751 7 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 7/31/2023 8/27/2023 $1,673.77 Cycle 8/21/2023 380751 1 Steel Plate 8x20x1(Non-skid) 145931/366361 7/31/2023 7/31/2023 8/27/2023 $239.11 Cycle 8/23/2023 380942 8 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 8/7/2023 9/3/2023 $1,241.57 Cycle 8/23/2023 380942 15 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 8/7/2023 9/3/2023 $2,327.94 Cycle 8/23/2023 380942 5 Steel Plate 6 x 10 x 1 146246/367631 8/7/2023 8/7/2023 9/3/2023 $881.64 Cycle 8/23/2023 380942 4 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 8/7/2023 9/3/2023 $236.45 Cycle 8/23/2023 380942 8 96-144 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 8/7/2023 9/3/2023 $696.38 Cycle 8/23/2023 380942 8 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 8/7/2023 9/3/2023 $1,241.57 Cycle 8/23/2023 380942 58 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 8/7/2023 9/3/2023 $12,386.02 Cycle 8/23/2023 380942 11 2FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 8/7/2023 9/3/2023 $2,498.76 Cycle 8/24/2023 381052 3 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 8/8/2023 9/4/20231 $1,455.08 Cycle 8/24/2023 381052 3 2FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 8/8/2023 9/4/2023 $488.81 Cycle 8/25/2023 381188 30 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 8/9/2023 9/5/2023 $2,781.00 Cycle 8/25/2023 381188 1 6Hx2OLx4in Thick Steel Double Wall Trench Sheild With Flat Bottom 140249/346727 4/19/2023 8/9/2023 9/5/2023 $1,770.19 Cycle 8/25/2023 381188 7 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 8/9/2023 9/5/2023 $1,234.30 Cycle 8/25/2023 3811881 6 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 8/9/2023 9/5/2023 $931.18 Cycle 8/25/2023 381188 1 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 8/9/2023 9/5/2023 $176.33 Cycle 8/25/2023 381188 10 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 8/9/2023 9/5/2023 $1,551.96 Cycle 8/26/2023 381273 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 7/13/2023 8/10/2023 9/6/20231 $814.68 Cycle 8/28/2023 381364 2 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 8/7/2023 9/3/2023 $310.40 Cycle 8/28/2023 381364 6 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 8/7/2023 9/3/2023 $931.20 Cycle 8/28/2023 381364 12 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 8/7/2023 9/3/2023 $2,869.32 Cycle 8/30/2023 381565 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 8/14/2023 9/10/2023 $369.68 Cycle 8/30/2023 3815651 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 8/14/2023 9/10/2023 $739.37 Cycle 8/30/2023 381565 1 12L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145063/363246 7/17/2023 8/14/2023 9/10/2023 $1,886.40 Cycle 9/1/2023 381910 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 8/16/2023 9/12/2023 $1,064.45 Cycle 9/1/2023 381910 4 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145296/364037 7/19/2023 8/16/2023 9/12/20231 $965.66 Cycle 9/2/2023 382037 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 8/17/2023 9/13/2023 $128.02 Cycle 9/6/2023 382256 44 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,805.76 Cycle 9/6/2023 382256 1 lOL x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,715.18 Cycle 9/6/2023 382256 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,581.19 Cycle 9/6/2023 382256 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 8/21/2023 9/17/2023 $1,581.19 Cycle 9/7/2023 382381 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 8/22/2023 9/18/2023 $816.48 Cycle 9/8/2023 382503 6 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 8/23/2023 9/19/2023 $1,434.67 Cycle 9/8/2023 382503 6 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 8/23/2023 9/19/2023 $1,434.67 Cycle 9/8/2023 382503 7 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 8/23/2023 9/19/2023 $1,673.78 Cycle 9/8/2023 382503 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 8/23/2023 9/19/2023 $2,313.36 Cycle 9/8/2023 382503 92 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145419/365362 7/26/2023 8/23/2023 9/19/2023 $3,775.68 Cycle 9/8/2023 382503 1 6L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,581.19 Cycle 9/8/2023 382503 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle 9/8/2023 382503 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle 9/8/2023 382503 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 ,.821Cycle 9/8/2023 382503 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2123 8/23/2023 9/19/2023 $1,567.80 Cycle 9/8/2023 382503 1 8L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 1 7/26/2023 8/23/2023 9/19/20231 $1,567.80 Cycle Change Order #19 - Page 80 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. C) BI D9 Shoring Costs Summary Date Invoice# Quanity Description Contract# Date Out Bill From Bill To Total Billing Type 9/11/2023 382703 200 Plate Spike 146769/369342 8/16/2023 8/16/2023 8/16/2023 $800.00 Purchase 9/12/2023 382767 1 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 9/7/2023 -$26.57 Credit 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 9/5/2023 9/13/2023 $269.46 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 9/5/2023 10/2/2023 $970.06 Cycle/Return 9/21/2023 383568 3 2FT Vertical Shore With 52-88in Hydraulic Cylinder 140109/346269 4/18/2023 9/5/2023 9/7/2023 $162.94 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 9/6/2023 9/7/2023 $123.60 Cycle/Return 9/21/20231 383568 1 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 9/6/2023 9/7/20231 $61.80 Cycle/Return 9/21/2023 383568 3 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 9/6/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 1 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 9/6/2023 9/7/2023 $34.49 Cycle/Return 9/21/2023 383568 3 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 9/6/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 1 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 9/6/2023 9/7/2023 $34.49 Cycle/Return 9/21/2023 383568 57 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 8/30/2023 9/7/2023 $5,159.64 Cycle/Return 9/21/2023 383568 3 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 8/30/2023 9/26/2023 $488.81 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 9/4/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 9/4/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 8 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 9/4/2023 10/1/2023 $1,241.57 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/24/2023 $478.22 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/7/2023 $370.80 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/7/2023 $185.40 Cycle/Return 9/21/2023 383568 5 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 8/28/2023 9/24/2023 $1,390.50 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 8/28/2023 9/7/2023 $159.40 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 8/28/2023 9/13/2023 $239.10 Cycle/Return 9/21/2023 383568 5 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 8/28/2023 9/24/2023 $1,195.55 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 145931/366361 7/31/2023 8/28/2023 9/7/2023 $159.40 Cycle/Return 9/21/2023 383568 24 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 8/28/2023 9/24/2023 $1,418.69 Cycle/Return 9/21/2023 383568 30 2FT Vertical Shore With 76-112in Hydraulic Cylinder 145965/366443 7/31/2023 8/28/2023 9/24/2023 $6,406.56 Cycle/Return 9/21/2023 383568 2 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 9/4/2023 9/7/2023 $103.46 Cycle/Return 9/21/2023 383568 13 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 9/4/2023 10/1/2023 $2,017.55 Cycle/Return 9/21/2023 383568 5 Steel Plate 6 x 10 x 1 146246/367631 8/7/2023 9/4/2023 10/1/20231 $881.64 Cycle/Return 9/21/2023 383568 4 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 9/4/2023 10/1/2023 $236.45 Cycle/Return 9/21/2023 383568 8 96-144 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 9/4/2023 10/1/2023 $696.38 Cycle/Return 9/21/2023 383568 4 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 9/4/2023 9/7/2023 $206.93 Cycle/Return 9/21/2023 383568 4 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 9/4/2023 10/1/2023 $620.78 Cycle/Return 9/21/2023 383568 58 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 9/4/2023 10/1/2023 $12,386.02 Cycle/Return 9/21/2023 383568 3 2FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 9/4/2023 9/7/2023 $227.16 Cycle/Return 9/21/2023 383568 8 2FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 9/4/2023 10/1/2023 $1,817.28 Cycle/Return 9/21/2023 383568 1 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 9/7/20231 $79.70 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 9/7/2023 $159.40 Cycle/Return 9/21/2023 383568 2 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 9/13/2023 $318.80 Cycle/Return 9/22/2023 383726 7 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 9/6/2023 10/3/2023 $1,946.70 Cycle 9/22/2023 383726 1 6Hx20Lx4in Thick Steel Double Wall Trench Shield With Flat Bottom 140249/346727 4/19/2023 9/6/2023 10/3/2023 $1,770.19 Cycle 9/22/2023 3837261 7 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 9/6/2023 10/3/2023 $1,234.30 Cycle 9/22/2023 3837261 1 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 9/6/2023 10/3/2023 $176.33 Cycle 9/22/2023 3837261 2 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 9/6/2023 10/3/2023 $310.39 Cycle 9/22/2023 3837261 6 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 9/6/2023 10/3/20231 $931.18 Cycle 9/23/2023 3838291 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 7/13/2023 9/7/2023 10/4/2023 $814.68 Cycle 9/25/2023 3839521 2 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 9/4/2023 10/1/2023 $310.40 Cycle 9/25/2023 3839521 2 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 9/4/2023 10/1/2023 $310.40 Cycle 9/25/2023 383952 7 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 9/4/2023 10/1/2023 $1,673.77 Cycle 9/26/2023 38397 42 Fin Form 4x8ft 147644/372320 8/30/2023 8/30/2023 8/30/2023 $7,350.00 Purchase 9/27/2023 384131 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 9/11/2023 10/8/2023 $369.68 Cycle 9/27/2023 384131 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 9/11/2023 10/8/2023 $739.37 Cycle 9/27/2023 384131 1 12L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145063/363246 7/17/2023 9/11/2023 10/8/2023 $1,886.40 Cycle 9/29/2023 384514 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 9/13/2023 10/10/2023 $1,064.45 Cycle 9/29/2023 384514 4 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145296/364037 7/19/2023 9/13/2023 10/10/2023 $965.66 Cycle 9/30/2023 3845971 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 9/14/2023 10/11/2023 $128.02 Cycle 9/30/2023 3845971 10 Steel Plate 6x10x1(Non-skid) 148467/375166 9/14/2023 9/14/2023 10/11/2023 $2,992.32 Cycle 9/30/2023 384597 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 148467/375166 9/14/2023 9/14/2023 10/11/2023 $1,064.45 Cycle 9/30/2023 384597 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148467/375166 9/14/2023 9/14/2023 10/11/2023 $854.21 Cycle 9/30/2023 384597 6 2FT Vertical Shore With 108-144in Hydraulic Cylinder 148467/375166 9/14/2023 9/14/2023 10/11/2023 $1,448.50 Cycle 10/4/2023 384893 44 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 9/18/2023 10/15/2023 $1,805.76 Cycle 10/4/2023 384893 1 10L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145267/364719 7/24/2023 9/18/2023 10/15/2023 $1,715.18 Cycle 10/4/2023 384893 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 9/18/2023 10/15/2023 $1,581.19 Cycle 10/4/2023 384893 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 9/18/2023 10/15/2023 $1,581.19 Cycle 10/5/2023 385041 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 9/19/2023 10/16/20231 $816.48 Cycle 10/6/2023 385174 6 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 9/20/2023 10/17/2023 $1,434.67 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 9/20/2023 10/4/2023 $185.98 Cycle/Return 10/6/2023 385174 4 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 9/20/2023 10/17/2023 $956.45 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 10/4/2023 $185.98 Cycle/Return 10/6/2023 385174 2 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 10/4/2023 $371.95 Cycle/Return 10/6/2023 385174 2 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 9/20/2023 10/17/2023 $478.22 Cycle/Return 10/6/2023 385174 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 9/20/2023 10/17/2023 $2,313.36 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 10/2/2023 10/5/20231 $51.73 Cycle/Return 10/6/2023 385174 1 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 10/2/2023 10/5/2023 $51.73 Cycle/Return 10/6/2023 385174 1 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 10/2/2023 10/5/2023 $51.73 Cycle/Return 10/6/2023 385174 92 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145419/365362 7/26/2023 9/20/2023 10/17/2023 $3,775.68 Cycle/Return 10/6/2023 385174 1 6L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,581.19 Cycle/Return 10/6/2023 385174 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 8L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 9/20/2023 10/17/2023 $1,567.80 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 10/4/2023 $159.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 10/5/2023 $185.40 Cycle/Return 10/6/20231 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 10/5/2023 $159.40 Cycle/Return Change Order #19 - Page 81 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation AGENDA ITEM #5. C) BI D9 Shoring Costs Summary Date Invoice# Quanity Description Contract# Date Out Bill From Bill To Total Billing Type 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 10/4/2023 $159.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 10/4/2023 $159.40 Cycle/Return 10/6/2023 385174 1 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 10/5/2023 $159.40 Cycle/Return 10/6/2023 385174 3 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 10/2/2023 10/5/2023 $155.20 Cycle/Return 10/6/2023 385174 1 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 10/2/2023 10/5/2023 $51.73 Cycle/Return 10/6/2023 385174 2 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 10/2/2023 10/4/2023 $159.40 Cycle/Return 10/6/20231 385174 1 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 10/2/2023 10/4/2023 $79.70 Cycle/Return 10/6/2023 385174 10 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148760/376404 9/20/2023 9/20/2023 10/17/2023 $2,135.52 Cycle/Return 10/11/2023 385584 24 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 9/25/2023 10/22/2023 $1,418.69 Cycle 10/11/2023 385584 30 2FT Vertical Shore With 76-112in Hydraulic Cylinder 145965/366443 7/31/2023 9/25/2023 10/22/2023 $6,406.56 Cycle 10/13/2023 385878 3 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 9/27/2023 10/24/2023 $488.81 Cycle 10/16/2023 386124 4 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 9/25/2023 10/22/2023 $1,112.40 Cycle 10/16/2023 386124 2 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 9/25/2023 10/22/2023 $478.22 Cycle 10/18/2023 386266 6 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 10/2/2023 10/29/20231 $931.18 Cycle 10/18/2023 386266 9 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 10/2/2023 10/29/2023 $1,396.76 Cycle 10/18/2023 386266 5 Steel Plate 6 x 10 x 1 146246/367631 8/7/2023 10/2/2023 10/29/2023 $881.64 Cycle 10/18/2023 386266 4 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 10/2/2023 10/29/2023 $236.45 Cycle 10/18/2023 386266 8 96-144 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 10/2/2023 10/29/2023 $696.38 Cycle 10/18/2023 386266 4 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 10/2/2023 10/29/2023 $620.78 Cycle 10/18/2023 386266 58 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 10/2/2023 10/29/2023 $12,386.02 Cycle 10/18/2023 3862661 8 2FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 10/2/2023 10/29/2023 $1,817.28 Cycle 10/19/2023 386397 2 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 10/3/2023 10/30/20231 $970.06 Cycle/Return 10/19/2023 386397 14 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 10/16/2023 10/17/2023 $127.68 Cycle/Return 10/20/2023 386525 7 Steel Plate 8x10x1(Non-skid) 140249/346727 4/19/2023 10/4/2023 10/31/2023 $1,946.70 Cycle 10/20/2023 386525 1 6Hx20Lx4in Thick Steel Double Wall Trench Shield With Flat Bottom 140249/346727 4/19/2023 10/4/2023 10/31/2023 $1,770.19 Cycle 10/20/2023 386525 7 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 10/4/2023 10/31/2023 $1,234.30 Cycle 10/20/2023 386525 1 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 10/4/2023 10/31/2023 $176.33 Cycle 10/20/2023 386525 6 Steel Plate 8 x 10 x 1 143383/357385 6/14/2023 10/4/2023 10/31/2023 $931.18 Cycle 10/20/2023 3865251 2 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 10/4/2023 10/31/2023 $310.39 Cycle 10/21/2023 3866411 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 7/13/2023 10/5/2023 11/1/20231 $814.68 Cycle 10/23/2023 3867611 1 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 10/2/2023 10/29/20231 $155.20 Cycle 10/23/2023 3867611 2 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 10/2/2023 10/29/20231 $310.40 Cycle 10/23/2023 3867611 4 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 10/2/2023 10/29/2023 $956.44 Cycle 10/25/2023 3869461 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 10/9/2023 11/5/2023 $369.68 Cycle 10/25/2023 3869461 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 10/9/2023 11/5/2023 $739.37 Cycle 10/25/2023 3869461 1 12L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145063/363246 7/17/2023 10/9/2023 11/5/2023 $1,886.40 Cycle 10/27/2023 3872151 11 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 10/16/2023 10/25/2023 $300.96 Cycle/Return 10/27/2023 387215 1 lOL x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145267/364719 7/24/2023 10/16/2023 10/25/2023 $1,143.46 Cycle/Return 10/27/2023 3872151 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 10/16/2023 10/25/2023 $1,054.13 Cycle/Return 10/27/2023 3872151 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 10/11/2023 11/7/2023 $1,064.45 Cycle/Return 10/27/2023 3872151 4 2FT Vertical Shore With 108-144in Hydraulic Cylinder 145296/364037 7/19/2023 10/11/2023 11/7/2023 $965.66 Cycle/Return 10/27/2023 387215 92 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145419/365362 7/26/2023 10/18/2023 10/25/20231 $1,678.08 Cycle/Return 10/27/2023 387215 20 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 10/23/2023 10/25/2023 $394.08 Cycle/Return 10/28/2023 387351 1 2FT Vertical Shore With 28-46in Hydraulic Cylinder 140785/348421 4/27/2023 10/12/2023 11/8/2023 $128.02 Cycle 10/28/2023 387351 10 Steel Plate 8x20x1(Non-skid) 148467/375166 9/14/2023 10/12/2023 11/8/2023 $2,992.32 Cycle 10/28/2023 387351 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 148467/375166 9/14/2023 10/12/2023 11/8/2023 $1,064.45 Cycle 10/28/2023 387351 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148467/375166 9/14/2023 10/12/2023 11/8/2023 $854.21 Cycle 10/28/2023 387351 6 2FT Vertical Shore With 108-144in Hydraulic Cylinder 148467/375166 9/14/2023 10/12/2023 11/8/2023 $1,448.50 Cycle 10/31/2023 387823 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/2023 $1,045.20 Return 10/31/2023 387823 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/20231 $1,045.20 Return 10/31/2023 387823 1 8L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/20231 $1,045.20 Return 10/31/2023 387823 1 8L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 10/18/2023 10/30/2023 $1,045.20 Return 10/31/2023 387823 22 2FT Vertical Shore With 76-112in Hydraulic Cylinder 145965/366443 7/31/2023 10/23/2023 10/30/2023 $2,088.06 Return 10/31/2023 387823 12 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 10/30/2023 10/30/2023 $284.74 Return 10/31/2023 387823 8 2FT Vertical Shore With 94-130in Hydraulic Cylinder 146246/367631 8/7/2023 10/30/2023 10/30/2023 $201.92 Return 11/2/2023 388073 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 10/17/2023 11/13/2023 $816.48 Cycle/Return 11/2/2023 388073 19 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 10/16/2023 11/12/2023 $779.76 Cycle/Return 11/2/2023 388073 1 6L x 4 Tall Build -A -Box Sheild with 48-72in Static Struts 145267/364719 7/24/2023 10/16/2023 11/1/2023 $1,581.19 Cycle/Return 11/2/2023 388073 1 6L x 4 Tall Build -A -Box Sheild with 36-60in Static Struts 145419/365362 7/26/2023 10/18/2023 11/1/2023 $1,229.82 Cycle/Return 11/2/2023 388073 4 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 145965/366443 7/31/2023 10/23/2023 11/1/2023 $157.63 Cycle/Return 11/2/2023 388073 4 72-108 Pin in Place Adjustable Static Strut for XLAP & Build -A -Box 146246/367631 8/7/2023 10/30/2023 11/1/2023 $78.82 Cycle/Return 11/3/2023 388249 6 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 10/18/2023 11/14/2023 $1,434.67 Cycle 11/3/2023 388249 4 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 10/18/2023 11/14/2023 $956.45 Cycle 11/3/2023 388249 2 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 10/18/2023 11/14/2023 $478.22 Cycle 11/3/2023 388249 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 10/18/2023 11/14/2023 $2,313.36 Cycle 11/3/2023 388249 10 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148760/376404 9/20/2023 10/18/2023 11/14/20231 $2,135.52 Cycle 11/10/2023 389086 3 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144432/361057 7/5/2023 10/25/2023 11/21/2023 $488.81 Cycle 11/13/2023 389442 4 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 10/23/2023 11/19/2023 $1,112.40 Cycle 11/13/2023 389442 2 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 10/23/2023 11/19/2023 $478.22 Cycle 11/15/2023 389633 6 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 10/30/2023 11/26/2023 $931.18 Cycle/Return 11/15/2023 389633 5 Steel Plate 6 x 10 x 1 146246/367631 8/7/2023 10/30/2023 11/26/2023 $881.64 Cycle/Return 11/15/2023 389633 4 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 10/30/2023 11/26/2023 $620.78 Cycle/Return 11/15/2023 389633 9 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 10/30/2023 11/26/2023 $1,396.76 Cycle/Return 11/15/2023 389633 39 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 10/30/2023 11/14/2023 $7,403.14 Cycle/Return 11/15/2023 389633 3 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 10/30/2023 11/14/2023 $569.47 Cycle/Return 11/15/2023 389633 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 10/30/2023 11/26/2023 $854.21 Cycle/Return 11/15/2023 389633 3 Steel Plate 8x10x1(Non-skid) 150776/384080 10/30/2023 10/30/2023 11/26/2023 $834.30 Cycle/Return 11/15/2023 389633 3 Steel Plate 8x12x1(Non-skid) 150776/384080 10/30/2023 10/30/2023 11/26/2023 $944.30 Cycle/Return 11/15/2023 389633 6 Steel Plate 8x10x1(Non-skid) 150776/384160 10/30/2023 10/30/2023 11/26/2023 $1,668.60 Cycle/Return 11/15/2023 389633 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 150776/384080 1 10/30/2023 10/30/2023 11/14/2023 $724.16 Cycle/Return 11/15/2023 389633 41 2FT Vertical Shore With 52-88in Hydraulic Cylinder 150776/384080 1 10/30/2023 10/30/2023 11/14/2023 $5,938.11 Cycle/Return 11/15/2023 389633 14 2FT Vertical Shore With 52-88in Hydraulic Cylinder 150776/384080 1 10/30/2023 10/30/2023 11/26/2023 $2,281.10 Cycle/Return 11/16/2023 389780 2 Steel Plate 8x20x1(Non-skid) 140109/346269 4/18/2023 10/31/2023 11/27/2023 $970.06 Cycle/Return 11/16/20231 3897801 5 2FT Vertical Shore With 52-88in Hydraulic Cylinder 144891/362645 1 7/13/2023 11/2/2023 11/14/2023 $543.12 Cycle/Return Change Order #19 - Page 82 of 92 Revised JUT Depth - Serial Letters and Change Order Quotation BI D9 Shoring Costs Summary AGENDA ITEM #5. c) Date Invoice# Quanity Description Contract# Date Out Bill From Bill To Total Billing Type 11/16/2023 389780 19 Aluminum Sheet For Build -A -Box Panel With Guide Frame 145267/364719 7/24/2023 11/13/2023 11/14/2023 $173.28 Cycle/Return 11/16/2023 389780 3 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 11/8/2023 11/14/2023 $266.11 Cycle/Return 11/16/2023 389780 1 2FT Vertical Shore With 108-144in Hydraulic Cylinder 148467/375166 140249/346727 9/14/2023 11/9/2023 11/14/2023 $80.47 Cycle/Return 11/17/2023 389901 7 Steel Plate 8x10x1(Non-skid) 4/19/2023 11/1/2023 11/28/2023 $1,946.70 Cycle 11/17/2023 389901 1 6Hx20Lx4in Thick Steel Double Wall Trench Sheild With Flat Bottom 140249/346727 4/19/2023 11/1/2023 11/28/2023 $1,770.19 Cycle 11/17/2023 389901 7 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 11/1/2023 11/28/2023 $1,234.30 Cycle 11/17/2023 3899011 1 Steel Plate 6 x 10 x 1 143383/357385 1 6/13/2023 11/1/2023 11/28/20231 $176.33 Cycle 11/17/2023 3899011 6 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 11/1/2023 11/28/2023 $931.18 Cycle 11/17/2023 3899011 2 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 11/1/2023 11/28/2023 $310.39 Cycle 11/17/2023 3899011 10 Steel Plate 6 x 10 x 1 151057/384587 11/1/2023 11/1/2023 11/28/2023 $1,763.28 Cycle 11/20/2023 3901621 2 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 10/30/2023 11/26/2023 $310.40 Cycle 11/20/2023 3901621 1 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 10/30/2023 11/26/2023 $155.20 Cycle 11/20/2023 3901621 4 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 10/30/2023 11/26/2023 $956.44 Cycle 12/5/2023 N/A 1 Repair Costs ForBuld-A-Boxes N/A 12/5/2023 12/5/2023 12/5/2023 $4,203.85 Repairs 11/22/2023 390348 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 11/6/2023 12/3/2023 $369.68 Cycle 11/22/2023 390348 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 11/6/2023 12/3/2023 $739.37 Cycle 11/30/2023 391465 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 11/14/2023 12/11/2023 $816.48 Cycle/Return 11/30/2023 391465 1 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 11/27/2023 11/28/2023 $34.48 Cycle/Return 11/30/2023 391465 1 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 11/27/2023 11/28/2023 $34.49 Cycle/Return 11/30/2023 391465 2 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 11/20/2023 11/28/2023 $309.00 Cycle/Return 11/30/2023 3914651 1 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 11/27/2023 11/28/2023 $34.49 Cycle/Return 11/30/2023 3914651 2 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 11/27/2023 11/28/20231 $68.98 Cycle/Return 11/30/2023 391465 2 Steel Plate 8x10x1(Non-skid) 150776/384080 10/30/2023 11/27/2023 11/28/2023 $123.60 Cycle/Return 11/30/2023 391465 2 Steel Plate 8x10x1(Non-skid) 150776/384160 10/30/2023 11/27/2023 11/28/2023 $123.60 Cycle/Return 11/25/2023 390721 10 Steel Plate 6 x 10 x 1 (Non-skid) 148467/375166 9/14/2023 11/9/2023 12/6/2023 $2,992.32 Cycle 11/25/2023 390721 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 148467/375166 9/14/2023 11/9/2023 12/6/2023 $1,064.45 Cycle 11/25/2023 390721 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148467/375166 9/14/2023 11/9/2023 12/6/2023 $854.21 Cycle 11/25/2023 390721 3 2FT Vertical Shore With 108-144in Hydraulic Cylinder 148467/375166 9/14/2023 11/9/2023 12/6/2023 $724.25 Cycle 11/24/2023 390611 1 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 11/8/2023 12/5/2023 $266.11 Cycle 12/18/2023 393253 1 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 11/27/2023 12/24/2023 $155.20 Cycle 12/18/2023 393253 1 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 11/27/2023 12/24/2023 $155.20 Cycle 12/18/2023 393253 4 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 11/27/2023 12/24/2023 $956.44 Cycle 12/20/2023 393429 8 Steel Plate 8x20x1(Non-skid) 152253/389170 11/29/2023 11/29/2023 12/26/2023 $1,912.88 Cycle 12/20/2023 393429 7 Steel Plate 8x20x1(Non-skid) 152253/389261 11/29/2023 11/29/2023 12/26/2023 $1,673.77 Cycle 12/27/2023 395367 1 Steel Plate 8x15x1(Non-skid) 140533/347497 4/24/2023 12/4/2023 12/31/2023 $369.68 Cycle 12/27/2023 395367 2 Steel Plate 8x15x1(Non-skid) 140533/347501 4/24/2023 12/4/2023 12/31/2023 $739.37 Cycle 12/27/2023 395367 1 2FT Vertical Shore With 144-180in Hydraulic Cylinder 145296/364037 7/19/2023 12/6/2023 1/2/20241 $266.11 Cycle 12/27/2023 395367 10 Steel Plate 6 x 10 x 1 (Non-skid) 148467/375166 9/14/2023 12/7/2023 1/3/2024 $2,992.32 Cycle 12/27/2023 395367 4 2FT Vertical Shore With 144-180in Hydraulic Cylinder 148467/375166 9/14/2023 12/7/2023 1/3/2024 $1,064.45 Cycle 12/27/2023 395367 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148467/375166 9/14/2023 12/7/2023 1/3/2024 $854.21 Cycle 12/27/2023 395367 3 2FT Vertical Shore With 108-144in Hydraulic Cylinder 148467/375166 9/14/2023 12/772023 1/3/2024 $724.25 Cycle 12/28/2023 395593 6 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144192/360020 6/27/2023 12/12/2023 1/8/2024 $816.48 Cycle 12/29/2023 395839 6 Steel Plate 8x20x1(Non-skid) 141032/349457 5/3/2023 12/13/2023 1/9/2024 $1,434.67 Cycle 12/29/2023 395839 4 Steel Plate 8x20x1(Non-skid) 141032/349507 5/3/2023 12/13/2023 1/9/2024 $956.45 Cycle 12/29/2023 395839 2 Steel Plate 8x20x1(Non-skid) 141124/349547 5/3/2023 12/13/2023 1/9/20241 $478.22 Cycle 12/29/2023 395839 17 2FT Vertical Shore With 34-55in Hydraulic Cylinder 144227/360208 6/28/2023 12/13/2023 1/9/2024 $2,313.36 Cycle 12/29/2023 395839 10 2FT Vertical Shore With 76-112in Hydraulic Cylinder 148760/376404 9/20/2023 12/13/2023 1/9/2024 $2,135.52 Cycle 1/6/2024 396340 6 2FT Vertical Shore With 108-144in Hydraulic Cylinder 153377/392948 12/21/2023 12/21/2023 11/17/2023 $1,448.50 Cycle/Return 1/8/2024 396408 2 Steel Plate 8x20x1(Non-skid) 145931/366335 7/31/2023 12/18/2023 1/14/2024 $478.22 Cycle 1/8/2024 396408 2 Steel Plate 8x10x1(Non-skid) 145931/366303 7/31/2023 12/18/2023 1/14/2024 $556.20 Cycle 1/10/2024 396544 5 Steel Plate 8 x 10 x 1 144689/361869 7/10/2023 12/25/2023 1/21/2024 $775.98 Cycle 1/10/2024 396544 5 Steel Plate 6 x 10 x 1 146246/367631 8/7/2023 12/25/2023 1/21/2024 $881.64 Cycle 1/10/2024 396544 3 Steel Plate 8 x 10 x 1 146246/367631 8/7/2023 12/25/2023 1/21/20241 $465.59 Cycle 1/10/2024 396544 7 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 12/25/2023 1/21/20241 $1,086.37 Cycle 1/10/2024 396544 4 2FT Vertical Shore With 76-112in Hydraulic Cylinder 146246/367631 8/7/2023 12/25/2023 1/21/2024 $854.21 Cycle 1/10/2024 396544 3 Steel Plate 8x12x1(Non-skid) 150776/384080 10/30/2023 12/25/2023 1/21/2024 $944.30 Cycle 1/10/2024 396544 1 Steel Plate 8x10x1(Non-skid) 150776/384080 10/30/2023 12/25/2023 1/21/2024 $278.10 Cycle 1/10/2024 396544 4 Steel Plate 8x10x1(Non-skid) 150776/384160 10/30/2023 12/25/2023 1/21/2024 $1,112.40 Cycle 1/10/2024 396544 14 2FT Vertical Shore With 52-88in Hydraulic Cylinder 150776/384080 10/30/2023 12/25/2023 1/21/2024 $2,281.10 Cycle 1/11/2024 396635 2 Steel Plate 8x20x1(Non-skid) 140109/346269 140249/346727 4/18/2023 12/26/2023 1/22/2024 $970.06 Cycle 1/12/2024 396746 7 Steel Plate 8x10x1(Non-skid) 4/19/2023 12/27/2023 1/23/2024 $1,946.70 Cycle 1/12/2024 396746 1 6Hx20Lx4in Thick Steel Double Wall Trench Sheild With Flat Bottom 140249/346727 4/19/2023 12/27/2023 1/23/20241 $1,770.19 Cycle 1/12/2024 396746 7 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 12/27/2023 1/23/2024 $1,234.30 Cycle 1/12/2024 396746 1 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 12/27/2023 1/23/2024 $176.33 Cycle 1/12/2024 3967461 6 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 12/27/2023 1/23/2024 $931.18 Cycle 1/12/2024 3967461 2 Steel Plate 8 x 10 x 1 143383/357385 6/13/2023 12/27/2023 1/23/2024 $310.39 Cycle 1/12/2024 396746 10 Steel Plate 6 x 10 x 1 151057/384587 11/1/2023 12/27/2023 1/23/2024 $1,763.28 Cycle 1/15/2024 396951 1 Steel Plate 8x10x1(Non-skid) 144622/361636 7/7/2023 12/25/2023 1/21/2024 $155.20 Cycle 1/15/2024 396951 1 Steel Plate 8x10x1(Non-skid) 144622/361753 7/10/2023 12/25/2023 1/21/2024 $155.20 Cycle 1/15/2024 396951 4 Steel Plate 8x20x1(Non-skid) 146596/368677 8/11/2023 12/25/2023 1/21/2024 $956.44 Cycle 1/15/2024 396930 189 Plate Spike 154121/395329 1/11/2024 1/11/2024 1/11/2024 $567.00 Purchase Trucking Fees ($185 per Cycle/Return) 1 1 $18,500.00 Subtotal for JUT Shoring Only 1.5% Enviromental Fee 1.2% WA State Heavy Rental Equipment Tax 10.25% Slaes Tax Total Paid On FA For Sheets Total Shoring designated for water use only Shoring for JUT $457,938.83 $6,869.08 $5,495.27 $46,938.73 $535,741.91 1699.79 $534,042.12 Change Order #19 - Page 83 of 92 AGENDA ITEM #5. a 0 CW�^ m s U w Q N 0 O 00 00 N o0 0 00 eq O M O O 00 N 0 O ID 0 cq o0 In in ' N I, V1 W O V .--I N I- W NV: M n O N e-I lD V Il ei V O ei O e-I lD ID M 0 O 0 W N I, ID e-I N I, O LD '-I e-I n N N V to U E O 00 O o M iR e-1 ih i/? 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G y _s - d d a a a a C° a LL 3 3 3 3 3 LL 3jE 9LL LL w LL r r r LL 3 3 r LL 3 3 3 3 3° ° 3 3 3 - a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a - z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z Y a a a a a a a a a a a a a a a a a a a a a a a a a a a s a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a - a s -° a a a a a 0 a- a a a a a a 'O a N n o o g m o 0 0 o y o a e� o .. m a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a o vO1i v°1i m v°1i a a a a m e a a u e e �c o 0 0 o a o o a o m m o o �n o o a a a M m o a _ m J m 4 a o v o n - a+y u u' u' 4 c c m '- o 'o 'C t m N O❑ N m N 0 0 0 U a V L r V '^ oE o n a N 'O m N LL LL u .+i '� o" o? a « 00 w a umi a« °' 3 w « 00 w n °° % m m m N« d« o u y o " �o u y a u u` y `o_ `w uoi u y m u y a>> m a q t U 2 0 \ m y \ m N \ a y m N\ m\ m C\«\« A - m u c N N __ a N m z M m z-- _ 5 � a _ _ _ _ _ m y c7 � y t� � _ � a t� q H h m C S AGENDA ITEM # 7. a) CITY OF RENTON, WASHINGTON RESOLUTION NO. A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE MAYOR AND CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE CITIES OF BELLEVUE, KIRKLAND, MOUNTLAKE TERRACE, SEATAC, AND WOODINVILLE, WITH THE SEATTLE DEPARTMENT OF PARKS AND RECREATION, THE PORT OF SEATTLE, THE UNIVERSITY OF WASHINGTON, AND WITH THE UNITED STATES DEPARTMENT OF AGRICULTURE FOR THE PURPOSE OF MANAGING SURPLUS WATERFOWL, ESPECIALLY CANADA GEESE, ENTITLED "2024-2028 INTERLOCAL AGREEMENT FOR WATERFOWL (CANADA GOOSE) MANAGEMENT PROGRAM." WHEREAS, the City of Renton (the "City") and the Cities of Bellevue, Kirkland, Mountlake Terrace, SeaTac, and Woodinville, the Seattle Department of Parks and Recreation, the Port of Seattle, the University of Washington, and the United States Department of Agriculture (collectively referred to as the "Parties") are authorized, pursuant to RCW Chapter 39.34, the Interlocal Cooperation Act, to enter into an interlocal government cooperative agreement; and WHEREAS, the City desires to manage waterfowl, especially Canada Geese; and WHEREAS, the City requires assistance from the Wildlife Services Program of the United States Department of Agriculture to reduce negative impacts on water quality, minimize resource damage, ensure safety from disease for park visitors, and enhance other managed property; and WHEREAS, the City desires to enter into an interlocal agreement with the Parties to provide joint funding for an egg addling program, lethal control, population monitoring and census, mainly of Canada Geese, within King, Pierce, and Snohomish Counties; and WHEREAS, the program will assist the City in communicating, maintaining, and managing public and selected and approved private site impacts of surplus waterfowl; 1 AGENDA ITEM # 7. a) RESOLUTION NO. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO RESOLVE AS FOLLOWS: SECTION I. The Mayor and City Clerk are hereby authorized to enter into an interlocal agreement with the Parties regarding a waterfowl (Canada geese) management program entitled "2024-2028 Interlocal Agreement for Waterfowl (Canada Goose) Management Program," attached hereto as Exhibit "A" and incorporated by this reference. PASSED BY THE CITY COUNCIL the day of , 2024. Jason A. Seth, City Clerk APPROVED BY THE MAYOR this day of 12024. Approved as to form: Shane Moloney, City Attorney RES- P&R:24RES014:05/29/2024 Armondo Pavone, Mayor 2 AGENDA ITEM # 7. a) RESOLUTION NO. EXHIBIT "A" 2024-2028 INTERLOCAL AGREEMENT FOR WATERFOWL (CANADA GOOSE) MANAGEMENT PROGRAM AGENDA ITEM # 7. a) For Your Action 2024-2028 Interlocal Agreement for Waterfowl (Canada Goose) Management Program Please Note: Final Form Ready for Your Submittal for Signature and Funding Authorization AGENDA ITEM # 7. a) 2024 INTERLOCAL AGREEMENT FOR WATERFOWL (CANADA GOOSE) MANAGEMENT PROGRAM WHEREAS, Chapter 39.34.040 RCW (Interlocal Cooperation Act) permits local government units to make the most efficient use of their powers by enabling them to communicate and cooperate with other localities on a basis of mutual advantage and thereby to provide services in a manner pursuant to forms of government organization that will accord best with recreational, park and natural resources and other factors influencing the needs and development of local communities and WHEREAS, the various agencies, cities, counties, Washington State and agencies of the Federal Government listed in Exhibit A - Page 6 of this Agreement, desire to manage waterfowl, especially Canada Geese; and WHEREAS, all parties require assistance from the Wildlife Services Program of the U.S. Department of Agriculture, to reduce negative impacts on water quality, minimize resource damage, ensure safety from disease for park visitors, and enhance other property managed; and WHEREAS, yearly surveys by Wildlife Services indicates a stable to slightly decreasing population trend for Canada geese in Lake Washington from the previous 10 years, expanding smaller groups of geese in surrounding areas and along Puget Sound, earlier pairing and nesting activity and a larger surplus of other waterfowl species in the Seattle area; and WHEREAS, this program will be an ongoing resource management activity attempting to maintain a manageable number of birds on a year-to-year basis; and NOW, THEREFORE, in consideration of the covenants herein, it is mutually agreed as follows: SECTION I - PURPOSE The purpose of this Agreement is to provide joint funding for an egg addling program, lethal control, population monitoring and census; mainly of Canada Geese, within King, Pierce, and Snohomish Counties. This program will assist each party in communicating, maintaining, and managing public and selected and approved private site impacts of surplus waterfowl. n:staffosp\dh\waterfwl\agreemnt\lnter2019 AGENDA ITEM # 7. a) SECTION II - SCOPE OF PROGRAM Wildlife Services (WS) will receive funds from each participating member for the continuation of an egg addling program, lethal control and evaluation during spring and summer 2024-2028. Using best management practices WS will carry out an egg addling program, seeking as many accessible nesting areas as possible and will make every effort to minimize damage to the surrounding environment. To request lethal control, WMC members must contact the WS District Supervisor or Assistant District Supervisor at 360-337-2778. WS will work with the member agency to determine if removal is warranted and if the location is suitable for removal operations. With the assistance of Wildlife Services, the WMC members will continue a yearly program to increase monitoring activities that will enhance our location and access of nests on public and private land and to facilitate expanded egg addling program, including advertisement of an addling and nesting location hotline number for the general public and others, posters and webpage advertising and other activities to keep the public well informed of the Waterfowl Management Program. WS will also implement a program of "lethal control" as requested by the Waterfowl Management Committee, subject to the terms and conditions of a permit to be issued by the U.S. Fish and Wildlife Service. This will be done on a case by case basis in situations where an over population of Canada geese may result in an impact on human health and safety, such as potable water contamination, bird aircraft strikes, disease transmission or other situations as determined by WMC members. WS will provide an annual report to the members of the WMC which will include information regarding egg addling, the general location of nests and number of eggs addled, number of geese removed, difficulties encountered and whatever other information would be valuable to the WMC. 2024 will be the 31st year of an egg addling program and the 23rd year utilizing "lethal control". All methods and tools utilized to accomplish addling and "lethal control" activities in 2019 will again be used in 2024. WS will conduct a standardized monthly goose population survey of selected area parks and will annually conduct up to six goose surveys of Lake Washington by boat. As in previous years, census counts will be expanded using staff from local agencies and participants at times and places to be specified. Survey results will be presented annually to the WMC. Where possible, community outreach and educational programs such as `don't feed wildlife' and interpretive signage will be initiated to inform the public about urban Canada n:staffosp\dh\waterfwl\agreemnt\lnter2019 AGENDA ITEM # 7. a) Geese, the associated problems, and the efforts of this committee at addressing those problems. SECTION III - RESPONSIBILITIES Each party, represented on the Waterfowl Management Committee, as shown on Exhibit "A", and incorporated by reference herein, will share in the ongoing review of the programs carried out by WS. Each party agrees that if necessary, an Oversight Committee will be appointed to monitor and report back to the general committee on a regular basis. Three members of the Committee will make up the Oversight Committee chaired by the Seattle Parks and Recreation representative. SECTION IV - COMPENSATION The total cost of the 2024 waterfowl management program shall not exceed twenty three thousand seven hundred dollars ($23,700.00). Each party shall contribute to the financial costs of the program. The costs are shared between the agencies. Individual costs per agency may vary year-to-year and are based upon the total number of agencies actively participating in the program and receiving services. Table 1 shows the 2024 minimum and maximum costs for each agency. SECTION V - TERM AND EXTENSION The Term of this Agreement is from January 1, 2024 to December 31, 2028. This Agreement may be extended in time, scope or funding by mutual written consent from all parties referenced herein. SECTION VI - TERMINATION This agreement may be unilaterally terminated by any of the parties referenced herein or Wildlife Services upon presentation of written notice to the Oversight Committee at least 30 days in advance of the severance date shown in Section V. Should termination of this agreement occur without completion of the egg addling, each parry shall pay only its' pro rata share of any expenses incurred under the agreement at the date of the termination, and each parry shall receive copies of all products resulting from the addling activities up to the time of the termination. n:staffosp\dh\waterfwl\agreemnt\lnter2019 AGENDA ITEM # 7. a) SECTION VII - DELIVERABLE Using best management practices Wildlife Services will carry out an egg addling program, seeking as many accessible nesting areas as possible and will make every effort to minimize damage to the surrounding environment. Field conditions or changing conditions may increase or decrease the number of eggs addled from previous years' totals. Eggs will be coated with vegetable oil on dates to be determined by USDA -Wildlife Services. Lethal control will be implemented as requested and the total numbers are established by the U.S. Fish and Wildlife Service Permit. Participants will receive a report on the number of eggs addled and geese euthanized in 2024. SECTION VIII - FILING As provided by RCW 39.34.040, this agreement shall be filed prior to its entry and force with the City or County Clerks of the participating parties, the County Auditor and the Secretary of State, and, if found to be necessary, with the State Office of Community Affairs as provided by RCW 39.34.120. SECTION IX - LIABILITY Each party to this agreement shall be responsible for damage to person or property resulting from the negligence on the part of itself, its employees, its agents or its officers. No party assumes any responsibility to another party for the consequences of any act or omission of any person, firm, or corporation not at party to this agreement. n:staffosp\dh\waterfwl\agreemnt\lnter2019 AGENDA ITEM # 7. a) F.YUIRiT A 2024 WATERFOWL MANAGEMENT COMMITTEE PARTICIPANTS Cityof Bellevue....................................................................................Andy Heider City of Kirkland....................................................................................Jason Filan City of Mountlake Terrace...............................................................Ken Courtmanch Port of Seattle — Seattle -Tacoma International Airport....................................David Crowner City of Renton..............................................................................Cailin Hunsaker City of SeaTac..............................................................................Mike Fitzpatrick City of Woodinville........................................................................Amy Ensminger Seattle of Parks and Recreation.................................................................... Bridget Kelsh University of Washington...............................................................Rodney Worden U.S.D.A. Wildlife Services.............................................................. Mike Linnell n:staffosp\dh\waterfwl\agreemnt\lnter2019 6 AGENDA ITEM # 7. a) TABLE I PARTICIPATING AGENCIES CONTRIBUTIONS MAXIMUM Total 10 agencies) Seattle Parks and Recreation $3,700.00 All other agencies $2,500.00 All checks will be made payable to the USDA-APHIS-WS, earmarked for the Wildlife Services and sent to the following addresses, or we can invoice the charge which can be paid by credit card Mr. Mike Linnell State Director -Wildlife Services Program U.S. Department of Agriculture 720 O'Leary Street Northwest Olympia, Washington 98502 (360) 753-9884 In case of procedural questions regarding this project, please contact: Michelle Rodriguez, Supervisory Budget Analyst Wildlife Services Program (360) 753-9884 FAX: 753-9466 For questions regarding implementation of control measures and census, please contact: Brook Zscheile District Supervisor U.S. Department of Agriculture 10265 Central Valley Rd NW Poulsbo, WA 98370 360-337-2778 SECTION X. - SEVERABILITY If any section of this agreement is adjudicated to be invalid, such action shall not affect the validity of any section so adjudged. This agreement shall be executed on behalf of each party by its authorized representative. It shall be deemed adopted upon the date of execution by the last so authorized representative. n:staffosp\dh\waterfwl\agreemnt\lnter2019 AGENDA ITEM # 7. a) This agreement is approved and entered into by the undersigned county and local government units, university and other private parties. City of Bellevue Port of Seattle — Seattle -Tacoma International By: Airport By: Michael Shiosaki, Director of Parks and Lance Lyttle, Airport Director Community Services Date: Date: City of Kirkland Seattle Department of Parks and Recreation By: By: — Jason Filan, Parks Manager Anthony -Paul Diaz, Superintendent Date: Date: City of Mountlake Terrace City of SeaTac By: By: Jeff Niten, City Manager Mike Fitzpatrick, Parks Projects & Operations Date: Manager Date: City of Renton University of Washington By: By: _ Armondo Pavone, Mayor Rodney Worden Date: Director of Facilities Maintenance & Construction Date: City of Woodinville By: Brandon Buchanan, City Manager_ Date: n:staffosp\dh\waterfwl\agreemnt\lnter2019