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Home My WebLink AboutChange Order - 19Contract Title: Change Order No. 19 Rainier Avenue S Corridor Improvements -Phase 4 Contractor: Pivetta Brothers Construction, Inc. Contract No. : CAG-22-163 Federal Aid No. : STPUL-1615(005) 181 Ordered by Engineer D Proposed by the Contractor (VECP) D Unilateral Original Contract: Current Contract: Estimated Net Change This Order: New Contract: Date Reviewed By: �� 6/6/2024 Ertgineet'of Record Date 6/6/2024 Project Manager Date Reviewed By: City Attorney Date 19 181 Force Account 181 Bid Item 181 Bid Item Price Adjustment 181 Lump Sum Amount Working Days $28,284,172.90 500 $29,358,309.27 538 $4,077,180.50 116 $33,435,489.77 654 ffll� �ofRenton Transportation Design Manager) c%/4?. g lb/4 /2tf Surety (Greater th;n 25% cost and/or 20% �� time Increase) Endorsed By: Bill Adams Contractor Executed By: Digitally signed by Bill Adams Date: 2024.06.11 17:42:30-07'00' City of Renton Public Works Administrator/ Mayor 6/11/2024 Date Date Change Order No. Contract Title: Rainier Ave S Corridor Improvements -Phase 4 Contract No. CAG-22-163 Page 1 of 92 CAG-22-163, CO #19-24 Approved by Cheryl Beyer via email 6/7/2024 7/9/2024 Attest:________________________ Jason A. Seth, City Clerk 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 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. We appreciate the City of Renton’s efforts to resolve issues as they arise and keep the project moving forward. Pivetta will continue workingto limit the additional costs associated with the unforeseen delays. Please feel free to contact meat (206) 914-2723, if you have any questions or concerns. Respectfully, 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 Job #2022 148 Project Name Rainier Ave. S Phase 4 Station Date:4/1/2023 Bid Item Customer E.W.O #Phase Weather Description Labor 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$ Operator 15 30 304.75 90.96$$ 27,720.06$ Grader/Pipelayer Lead 24 70.10$$ 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 310Backhoe 2.0 71.23$$ 142.46$ EX 121:JD 35D Mini Excavator 34.5 46.37$$ 1,599.77$ EX 135:Hitachi ZX 245 Excavator 34 154.34$$ 5,247.56$ EX 139:JD 85G Compact Excavator 91.5 108.90$$ 9,964.35$ EX 142:Hitachi 135N Excavator 102 122.55$$ 12,500.10$ EX 155:2022 John Deere 245G 13 145.85$$ 1,896.05$ T 133:International 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 Date Supplier QTY Amount Subcontractors Date Type QTY Amount Information Required 1 2 Name 3 Notified 4 Time 5 Method Cost Breakdown Sub Total x M/U =Total $97,152.83 29% $125,327.15 WSDOT 1 09.6 Sick Leave $97,152.83 2% $99,095.89 $55,076.07 21% $66,642.04 $0.00 21% $0.00 $0.00 12%/10%/7% $0.00 Calculated Total:$291,065.08 Materials Subcontractor Labor Equipment Contact Agency Inspection Authority Name:Work Description Invoice #Material Type Labor and Equipment Costs for JUT Excavation and Backfill from June 15, 2023 to July 31, 2023. Name: First, Last 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. We appreciate the City of Renton’s efforts to resolve issues as they arise and keep the project moving forward. Pivetta will continue workingto limit the additional costs associated with the unforeseen delays. Please feel free to contact meat (206) 914-2723, if you have any questions or concerns. Respectfully, Bill Adams Sr. Project Manager w/ Attachments: JUT DepthChanges Table Cc: Jordan Howe, Perteet Russ Owen, Pivetta JUT Depth Changes Sheet Detail/Descritption Sta Planned Depth (ft) Altered Depth (ft) 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 Serial Letter: 021 October 16, 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-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. Handling and disposing of the contaminated groundwater is expected to be paidusing direct costs based on forceaccount tickets and invoicessince 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. Weappreciate 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 notand 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 Pr o j e c t N o . : 20 2 2 14 8 Pr o j e c t N a m e : Ra i n i e r A v e S Ph a s e 4 Da t e : 10 / 1 2 / 2 0 2 3 It e m No . De s c r i p t i o n Qt y U O M Pr o d u c t i o n Ra t e (M H / U O M ) M a n h o u r s L a b o r R a t e L a b o r C o s t Eq u i p m e n t Ho u r s Eq u i p m e n t Ra t e Eq u i p m e n t Co s t U n i t P r i c e M a t e r i a l C o s t Su b c o n t r a c t o r Un i t P r i c e Su c o n t r a c t o r Co s t I t e m C o s t 1 2 Ma t e r i a l E x p o r t Cl e a n S o i l ( S t o c k p i l e ) 3 T r u c k i n g ( T & T , 2 3 T N 2 H R ) 7 4 4 T N 0 . 0 8 7 0 ( $ 1 8 9 . 0 0 ) ( $ 1 2 , 2 2 7 . 4 8 ) ( $ 1 2 , 2 2 7 . 4 8 ) 4 D u m p F e e s 2 5 L D ( $ 5 0 . 0 0 ) ( $ 1 , 2 5 0 . 0 0 ) ( $ 1 , 2 5 0 . 0 0 ) 5 6 Ma t e r i a l E x p o r t Co n t a m i n a t e d S o i l 7 T r u c k i n g ( T & T , 2 4 T N 4 H R ) 7 4 4 T N 0 . 1 6 6 7 $ 1 8 9 . 0 0 $ 2 3 , 4 3 6 . 0 0 $ 2 3 , 4 3 6 . 0 0 8 D u m p F e e s 7 4 4 T N $ 3 6 . 2 6 $ 2 6 , 9 7 7 . 4 4 $ 2 6 , 9 7 7 . 4 4 9 10 Lo s s o f R o u n d R o b i n 11 A d d i t i o n a l T r u c k i n g f o r I m p o r t 2 5 L D 0 . 6 6 6 7 $ 1 8 9 . 0 0 $ 3 , 1 5 0 . 0 0 $ 3 , 1 5 0 . 0 0 12 T r u c k i n g ( T & T , 1 L D 1 . 5 H R ) 13 14 15 16 25 26 27 28 $0 . 0 0 $ 0 . 0 0 $ 2 5 , 7 2 7 . 4 4 $ 1 4 , 3 5 8 . 5 2 $ 4 0 , 0 8 5 . 9 6 31 % $ 0 . 0 0 2 1 % $ 0 . 0 0 2 1 % $ 5 , 4 0 2 . 7 6 1 2 % $ 1 , 7 2 3 . 0 2 $ 7 , 1 2 5 . 7 9 $0 . 0 0 $ 0 . 0 0 $ 3 1 , 1 3 0 . 2 0 $ 1 6 , 0 8 1 . 5 4 $ 4 7 , 2 1 1 . 7 5 TN P r e m i u m 7 4 4 $ 6 3 . 4 6 No t e s : Ch a n g e O r d e r P r i c i n g To t a l C o s t *Q t y b a s e d o f f p r o j e c t e d c o n t a m i n a t e d a r e a , v a l u e s a r e l i k l e y s u b j e c t t o c h a n g e * PC O : De s c r i p t i o n : C o n t a m i n a t e d S o i l 25 El e m e n t C o s t Ma r k u p Co n t a m i n a t e d S o i l i s b e i n g d i r e c t h a l u e d o f f s i t e d u e t o p o t e n t i a l i s s u e s a r i s i n g f r o m s t o c k p i l i n g c o n t a m i n a t e s . 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 Citys project team, Pivetta Brothers Construction, Inc (Pivetta) performed a monthly update of the Projects Approved Baseline Project Schedule (Submittal #72 rev. 1) to understand the current delays and how theyre 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. ProactiveMitigationinAugust 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). ImpactsDuetoForceAccountTickets 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 projects critical path. A summary of these hours is provided in the attached worksheet, Force Account Impacts to Joint Utility Trench. ShoringChangestotheJUT 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 86CrewDays $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 TotalCost $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. We appreciate the City of Rentons 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: 2023-11-03 Rainier Ave Schedule Update.pdf 2023-11-03 Rainier Ave Schedule Update.mpp List of Remaining Critical Path Activities Force Account Impacts to Joint Utility Trench JUT Shoring Changes Labor and Equipment Costs for September and October JUT Shoring Changes Shoring Costs for September and October Cc: Jordan Howe, Perteet Alan Guthmiller, Golden Gate Electric Task Name Duration Total Slack Free Slack Actual Start Actual Finish Early Start Early Finish Late Start Late 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 Wed8/20/25 Wed 8/20/25 Wed 8/20/25 Wed 8/20/25 Physical Completion Date 0 d 0 d 0 d NA NA Wed8/20/25 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 Wed8/20/25 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 11/6/23 Fri 11/17/23 Mon 11/6/23 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 Tue 3/28/23 Mon 12/4/23 Tue 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+17, 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 60 d 0 d 0 d NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 PSE Install Transformers V02A, V0X, V15A, V16A 60 d 0 d 0 d 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 60 d 0 d 0 d NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 Comcast Pull Wire and Complete Connections 60 d 0 d 0 d NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 Remove Existing Vaults, Pedestals, and Risers 60 d 0 d 0 d NA NA Mon 1/8/24 Tue 4/2/24 Mon 1/8/24 Tue 4/2/24 Storm Drainage Sta 15+11.89 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 Sansonina)Sta 15+11.89 to 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 10 d 0 d 0 d NA NA Wed4/3/24 Tue 4/16/24 Wed 4/3/24 Tue 4/16/24 Storm Drainage Night/Crossing Sta 16+05.52 2 d 0 d 0 d 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 Wed4/17/24 Thu 4/18/24 Wed 4/17/24 Thu 4/18/24 Storm Drainage (BigIsland Poke to Watson Security)Sta 18+54.92 to 23+32.67 24 d 0 d 0 d NA NA Fri 4/19/24 Wed 5/22/24 Fri 4/19/24 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 Wed5/8/24 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+65.08 8 d 0 d 0 d NA NA Wed 5/22/24 Mon 6/3/24 Wed 5/22/24 Mon 6/3/24 Install Drainage and Catch Basins 8 d 0 d 0 d NA NA Wed5/22/24 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+02.08 11 d 0 d 0 d NA NA Tue 6/4/24 Tue 6/18/24 Tue 6/4/24 Tue 6/18/24 Install Drainage and Catch Basins 11 d 0 d 0 d NA NA Tue 6/4/24 Tue 6/18/24 Tue 6/4/24 Tue 6/18/24 Storm Drainage NW 3rd Pl Night/Crossing Sta 40+68.75 to 41+02.35 3 d 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 Sta 14+89 to 41+55 168 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+10 158 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 Install Boxes after C&G/Sidewalks 2 d 0 d 0 d 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 Wed9/11/24 Thu 9/12/24 Wed 9/11/24 Thu 9/12/24 Build Traffic Signal System 8 d 0 d 0 d 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 Wed9/25/24 Thu 9/26/24 Wed 9/25/24 Thu 9/26/24 Build Traffic Signal System 8 d 0 d 0 d NA NA Fri 9/27/24 Tue 10/8/24 Fri 9/27/24 Tue 10/8/24 Traffic Signal Rainier& Renton Ave Ext 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 Wed10/9/24 Fri 10/11/24 Wed 10/9/24 Fri 10/11/24 Build Traffic Signal System 10 d 0 d 0 d NA NA Mon 10/14/24 Fri 10/25/24 Mon 10/14/24 Fri 10/25/24 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 6/13/25 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 6/13/25 Grade/Prep Base/Place CSBC Sidewalk and Driveway Approaches 3 d 0 d 0 d NA NA Tue 6/25/24 Thu 6/27/24 Tue 6/25/24 Thu 6/27/24 Sidewalk Big Island Poke to SW Victoria St.Sta 19+12.69 to 24+80 15 d 0 d 0 d NA NA Fri 6/28/24 Fri 7/19/24 Fri 6/28/24 Fri 6/13/25 Grade/Prep Base/Place CSBC Sidewalk and Driveway Approaches 5 d 0 d 0 d NA NA Fri 6/28/24 Fri 7/5/24 Fri 6/28/24 Fri 7/5/24 FRPCS Sidewalk and Driveway Approaches 5 d 0 d 0 d NA NA Mon 7/8/24 Fri 7/12/24 Mon 7/8/24 Fri 7/12/24 FRPCS Sidewalk and Driveway Approaches 3 d 0 d 0 d 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 5 d 0 d 0 d NA NA Thu 7/18/24 Wed 7/24/24 Thu 7/18/24 Wed 7/24/24 FRPCS Sidewalk and Driveway Approaches 5 d 0 d 0 d 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 Signalization 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. 5 d 0 d 0 d 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.Sta 25+02.65 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 Wed11/13/24 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 Taco Time Sta 203+50 to 200+79.67 (S. 3rd) & 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 Sta 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+19.81 18 d 0 d 0 d NA NA Thu 12/19/24 Wed 1/22/25 Thu 12/19/24 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 Sta 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+17.81 to 601+64.04 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 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 Pl.Sta 36+15.83 to 38+57.60 Night/Partial 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 Wed2/5/25 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 Pl to End Sta 37+91.23 to 41+72.60 11 d 0 d 0 d NA NA Fri 2/14/25 Mon 3/3/25 Fri 2/14/25 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 204+60 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 56 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 Wed5/7/25 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 Rainier Ave S Phase 4 Project Schedule Remaining Critical Path Activities Task Name Duration Total Slack Free Slack Actual Start Actual Finish Early Start Early Finish Late Start Late Finish Curb and Gutter Sta 204+63.59 to 42+07.42 17 d 0 d 0 d NA NA Tue 3/4/25 Wed 3/26/25 Tue 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 Tue 3/4/25 Thu 3/13/25 Tue 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+61.93 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 0 d NA NA Wed3/12/25 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 3/14/25 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 Temporary Channelization and Signalization 14+05 to 40+15 2 d 0 d 0 d NA NA Thu 6/12/25 Fri 6/13/25 Thu 6/12/25 Fri 6/13/25 Install Const. Channelization & Shift Traffic to Outside Lanes Rainier Ave S. 2 d 0 d 0 d 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 Fri 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 14+05 to 40+40 31 d 0 d 0 d NA NA Tue 6/24/25 Wed 8/6/25 Tue 6/24/25 Wed 8/6/25 Median 1 Sta 14+05 to 18+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 Sta 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 1 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+39.71 to 40+12.21 5 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 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 1 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+39.71 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 to 42+10 14 d 0 d 0 d NA NA Fri 7/18/25 Wed 8/6/25 Fri 7/18/25 Wed 8/6/25 Grade Base/Place Geotextile & CSBC New HMA Southbound Rainier 5 d 0 d 0 d NA NA Fri 7/18/25 Thu 7/24/25 Fri 7/18/25 Thu 7/24/25 Grade Base/Place Geotextile & CSBC New HMA Section 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 10 d 0 d 0 d 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 to 42+87.1 5 d 0 d 0 d 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 8 d 0 d 0 d NA NA Mon 8/11/25 Wed 8/20/25 Thu 8/14/25 Wed 8/20/25 Install Signs 5 d 0 d 0 d NA NA Thu 8/14/25 Wed 8/20/25 Thu 8/14/25 Wed 8/20/25 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 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 2 Days 16.5 11/2/2023 Approved Unworkable Day 11/3/2023 20 2 Days 11 690 86.25 35 Crew Hours Crew Days Force Account Days Force Account Impacts to JUT Job #2022 148 Project Name Rainier Ave. S Phase 4 Station Date:11/15/2023 Bid Item Customer E.W.O #PCO 024 Phase Weather Description Labor 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$$$ Grade Checker 467.25 3.5 86.31$ 110.28$ 40,714.33$ Laborer 308.5 17.5 66.61$ 87.38$ 22,078.34$ Op App 95 88.75 6.5 86.41$ 111.06$ 8,390.98$ Op App 90 7.25 0 81.86$105.22$ 593.51$ Op App 102 0.5 63.67$ 81.84$ 6,535.46$ Laborer App 85 3.5 0 56.62$ 74.27$ 198.16$ Laboer App 31 2.5 53.29$ 69.90$ 1,826.69$ $$$ 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$$ 1,475.10$ WL 112:JD 624K Wheel Loader 59.5 89.64$$ 5,333.58$ WL 121:Volvo L70H Loader 147.75 89.38$$ 13,205.90$ EX 121:JD 35DMini Excavator 26.5 46.37$$ 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:JD 85GCompact Excavator 55 108.90$$ 5,989.50$ 75HB 101: Breaker 55 21.13$$ 1,162.15$ EX 142:Hitachi 135N Excavator 92 122.55$$ 11,274.60$ 135HB 101: Breaker 92 29.61$ 2,724.12$ T 133:International DumpTruck 125.5 72.26$$ 9,068.63$ T 156:1987 International F74 158.8 72.26$$ 11,471.28$ ORT 103:TerexOn site dumper 40.25 39.25$$ 1,579.81$ LT 102:Light Tower 20.75 19.12$$ 396.74$ $$ Materials Date Supplier QTY Amount Subcontractors Date Type QTY Amount Information Required 1 2 Name 3 Notified 4 Time 5 Method Cost Breakdown Sub Total x M/U =Total $237,928.68 31% $311,686.57 $106,306.59 21% $128,630.97 $0.00 21% $0.00 $0.00 12%/10%/7% $0.00 Calculated Total:$440,317.54 Materials Subcontractor Labor Equipment Contact Agency Inspection Authority Invoice # Material Type Name: Work Description Labor and Equipment Costs for JUT Excavationand Backfill from September 5, 2023 to November 3, 2023. Name: First, Last 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 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 10/19/2023 386397 2 Steel Plate 8x20x1 (Non skid) 140109/346269 4/18/2023 10/3/2023 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 10/31/2023 $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 9/10/2023 $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 9/30/2023 384597 1 2FT Vertical Shore With 28 46in Hydraulic Cylinder 140785/348421 4/27/2023 9/14/2023 10/11/2023 $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 6 Steel 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 10/4/2023 $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 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 11/3/2023 388249 2 Steel Plate 8x20x1 (Non skid) 141124/349547 5/3/2023 10/18/2023 11/14/2023 $478.22 Cycle 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 9/22/2023 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 8 x 10 x 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 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 9/22/2023 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 2FT Vertical Shore With 52 88in Hydraulic Cylinder 144432/361057 7/5/2023 8/30/2023 9/26/2023 $488.81 Cycle/Return 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 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 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 10/23/2023 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 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 10/18/2023 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 5 2FT 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 10/4/2023 $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 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 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 10/19/2023 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 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 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 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 9/12/2023 $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 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 $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 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 10/17/2023 $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 JUT Shoring Costs 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 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 10/30/2023 $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 10/30/2023 $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 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 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 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 10/6/2023 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 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 10/16/2023 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 10/30/2023 $2,088.06 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 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 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 10/18/2023 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 10/1/2023 $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 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 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 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 9/21/2023 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 10/4/2023 $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 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) $16,095.00 Subtotal $409,007.22 1.5% Enviromental Fee $6,135.11 1.2% WA State Heavy Rental Equipment Tax $4,908.09 10.25% Slaes Tax $41,923.24 Total Shoring Costs $461,973.65 Pivetta Markup $97,014.47 Total Cost $558,988.12 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. 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 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 11/3/2023Schedule Update 3/13/2023 8/20/2025 611 12/22/2023 Schedule Update 3/13/2023 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 33 Working Days Victoria St Addition (FD-26/PCO-20) 5 Working Days Contaminated Soils at Auto Zone 9Working Days Contaminated Soils at Brown Bear 2 Working Days Force Account Days (Prorated by Crews) 46Working Days JUT Shoring Design Impacts 52Working Days DeletedCrossing 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. 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 pathwere 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 thedelay 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 worksheet2023-12-22 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 workingto limit the additional costs associated with the unforeseen delays. Please feel free to contact meat (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 Ta s k N a m e Pl a n n e d Du r a t i o n Ac t u a l D u r a t i o n A c t u a l S t a r t A c t u a l F i n i s h Co n t a m i n a t e d So i l s Fo r c e A c c o u n t Im p a c t s Sh o r i n g D e s i g n Ch a n g e JU T Wa l g r e e n s t o S a n s o n i a ( S e c t i o n s A , E E , A A ) St a 1 5 + 2 5 t o S t a 1 8 + 4 0 4 2 d 5 3 d T u e 3 / 2 8 / 2 3 M o n 7 / 3 1 / 2 3 In s t a l l C o n d u i t s 5 d 3 4 d M o n 6 / 1 2 / 2 3 M o n 7 / 3 1 / 2 3 1 2 1 7 JU T Ni g h t / C r o s s i n g Wa t s o n S e c t o T a c o T i m e , A c r o s s 2 n d S t . , V a c a n t t o M e t r o P C S St a 1 8 + 4 0 t o 2 0 + 1 0 3 7 d 1 0 8 d T u e 3 / 2 8 / 2 3 T u e 8 / 2 9 / 2 3 In s t a l l C o n d u i t s 7 d 2 1 d T u e 8 / 1 / 2 3 T u e 8 / 2 9 / 2 3 6 8 JU T Ni g h t / S t a g e 2 Va c a n t t o F o r m u l a 1 F a s t L u b e St a 2 0 + 1 0 t o 2 5 + 2 0 6 7 d 1 1 2 d T u e 3 / 2 8 / 2 3 T h u 9 / 7 / 2 3 In s t a l l C o n d u i t s 2 d 6 d W e d 8 / 3 0 / 2 3 T h u 9 / 7 / 2 3 1 3 JU T Bi g I s l a n d P o k e t o W a t s o n S e c u r i t y ( S e c t i o n s B , C , F , D , R , K , M , J J , D D , L L , E , G , H , Z ) St a 1 9 + 0 0 t o 2 4 + 8 0 3 0 d 1 5 3 d T u e 3 / 2 8 / 2 3 F r i 1 1 / 3 / 2 3 In s t a l l C o n d u i t s 8 d 38 d M o n 9 / 1 1 / 2 3 F r i 1 1 / 3 / 2 3 In s t a l l C o n d u i t s 3 8 d M o n 9 / 1 1 / 2 3 F r i 1 1 / 3 / 2 3 1 2 1 7 Co n t a m i n a t e d S o i l s a t S T A 2 1 + 5 0 9 d T h u 9 / 2 8 / 2 3 T u e 1 0 / 1 0 / 2 3 9 JU T Vi c t o r i a S t r e e t ( C O 09 ) 8 d M o n 1 1 / 2 0 / 2 3 F r i 1 2 / 1 / 2 3 In s t a l l C o n d u i t s 8 d M o n 1 1 / 2 0 / 2 3 F r i 1 2 / 1 / 2 3 5 0 JU T Wa t s o n S e c u r i t y t o R e n t o n A v e . E x t ( N O P S E G a s ) St a 2 4 + 8 0 t o 3 1 + 9 0 3 6 d 1 8 7 d ? T u e 3 / 2 8 / 2 3 N A In s t a l l C o n d u i t s 9 d 9 d ? M o n 1 1 / 6 / 2 3 N A Wa t s o n S e c u r i t y t o H a y e s 2 d 9 d M o n 1 1 / 6 / 2 3 F r i 1 1 / 1 7 / 2 3 7 0 Ha y e s t o R e n t o n A v e 7 d 19 d Mo n 1 2 / 4 / 2 3 We d 1 / 1 0 / 2 0 2 4 3 7 Co n t a m i n a t e d S o i l @ S T A 2 8 + 7 5 2 d T u e 1 2 / 1 2 / 2 3 W e d 1 2 / 1 3 / 2 3 2 31 1 3 5 1 1 4 6 5 2 * I t e m s i n R e d F o n t a r e p r o j e c t e d 20 2 3 12 22 I m p a c t A n a l y s i s 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 0.1 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 0.1 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 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 Force Account Impacts to JUT Date Schedule Activity Crew Hours Force Account Crew Hours Working Day Impact 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 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 44.2Total Working Days 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: 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 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 11/3/2023 Schedule Update 3/13/2023 8/20/2025 611 12/22/2023 Schedule Update 3/13/2023 10/2/2025 629 1/23/2024 Schedule Update 3/13/2023 10/7/2025 629 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 9 Working Days Contaminated Soils at Brown Bear 2 Working Days Force Account Days (Prorated by Crews) 51.5 Working Days JUT Shoring Design Impacts 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. Bid ItemD6 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 couldnot be used atnearby or free disposal sitesand had to be hauled to a fee-based disposal sites. Similarly, the extended duration toconstruct the JUT has shifted our work intothe 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 significantdelays 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 andtypical to the industry. These costs have only been calculated for the additional days not attributed to the force accountdelays. The Extended Overhead – Direct Costs are those items that are specific to this project and these hours should have been captured in theforce account tickets but are generally not directly involved. These costs have been calculated for the full delayof 91 Working Days, which includes force account delay days. Forecasted Cost Impacts to Complete the JUT To assist the City withunderstandingthefull costs for the JUTshoring change, Pivetta has projected completing the JUT by March 29, 2024 (see attached schedule JUT Impact What-If Schedule).This schedule shows adelay of 116 Working Days, beyond the current 538 Working Days allowed per contract, and a completion date of November 12, 2025. Using this schedule updateand estimating the remaining JUT structure excavation quantities, we have tried to forecastthe 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 workingto limit the additional costs associated with the unforeseen delays. Please feel free to contact meat (206) 914-2723, if you have any questions or concerns. Respectfully, Bill Adams Sr. Project Manager w/ Attachments: Cc: JUTDepthChanges 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 JUT Impact What-If Schedule Jordan Howe, Perteet Russ Owen, Pivetta JUT Depth Changes Sheet Detail/Descritption Sta Planned Depth (ft) Altered Depth (ft) 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 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 0.1 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 0.1 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 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 Force Account Impacts to JUT Date Schedule Activity Crew Hours 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 Break through 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 51.5Total Working Days Item QTY Unit Price Total Credit/Removal of Original Bid Items BI D8 Structure Excavation Class B Incl. Haul for JUT -4,110 CY $73.20 -$300,852.00 BI 9-D8 Structure Excavation Class B Incl. Haul for JUT -80 CY $73.20 -$5,856.00 BI D9 Shoring or Extra Excavation for JUT -1 LS $133,560.00 -$133,560.00 BI 9-D57 Shoring or Extra Excavation Class for JUT Revisions at Victoria -1 LS $1,815.78 -$1,815.78 Cost Impacts Incurred up to January 20, 2024 Current Labor and Equipment Costs for BI D8 Struct Ex Class B for JUT 5,928 CY $151.34 $903,828.80 BI D8 Excess Material - Trucking & Disposal Costs 2,890 CY $43.12 $124,587.45 Current Costs for BI D9 Shoring or Extra Excavation for JUT 7 MO $89,635.71 $627,450.00 Structure Excavation Class B for JUT Vaults Impacted 500 CY $151.34 $75,672.48 Impacts to D6 Gravel Borrow for JUT - Disposal Costs 1,875 CY $43.12 $80,822.10 Extended Overhead - Indirect Costs 39.5 DY $4,416.77 $174,462.42 Extended Overhead - Direct Costs 91 DY $8,193.84 $745,639.44 Forecasted Cost Impacts to Complete the JUT Forecasted Costs for BI D8 Struct Ex Class B for JUT 1,513 CY $151.34 $228,984.92 BI D8 Excess Material - Trucking & Disposal Costs 738 CY $43.12 $31,798.38 Forecasted Costs for BI D9 Shoring or Extra Excavation for JUT 3 MO $99,635.71 $298,907.14 Forecasted Impacts to D6 Gravel Borrow for JUT - Disposal Costs 775 CY $43.12 $33,438.84 Extended Overhead - Indirect Costs 25 DY $4,416.77 $110,419.25 Extended Overhead - Direct Costs 25 DY $8,193.84 $204,846.00 Additional Quantities and Bid Items Required to Complete the JUT Additional QTY for D6 Gravel Borrow for JUT 2,045 CY $34.60 $70,752.68 Additional QTY for D13 Sand Bedding 451 TN $44.75 $20,199.68 Dewatering for JUT 1 EST $400,000.00 $400,000.00 Disposal of Petroluem Tainted Mat'ls Incl. Haul 750 TN $63.46 $47,595.00 Total Estimated Cost Impacts $3,737,320.79 PCO 024 Total Cost Impacts Job #2022 148 Project Name Rainier Ave. S Phase 4 Station Date:1/24/2023 Bid Item Customer E.W.O #PCO 024 Phase Weather Description Labor Class Hours O/T Hours Rate O/T Rate Extended Foreman 30 50 95.35$ 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 Lea 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:JD 624K Wheel Loader 159 89.64$$ 11,944.53$ WL 121:Volvo L70H Loader 444.75 89.38$$ 36,534.08$ EX 121:JD 35D Mini Excavator 80 46.37$$ 3,709.60$ 35HB 101: Breaker 80 9.35$$$ EX 135:Hitachi ZX 245 Excavator 298 154.34$$ 42,867.94$ EX 139:JD 85G Compact Excavator 321.25 108.90$$ 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:International 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$$ 2,188.19$ LT 102:Light Tower 162.25 19.12$$ 3,369.90$ Materials Date Supplier QTY Amount Subcontractors Date Type QTY Amount Information Required 1 2 Name 3 Notified 4 Time 5 Method Cost Breakdown Sub Total x M/U =Total Labor $416,716.78 19.5% $497,976.55 Labor ST&S 5,442.50 $1.50 $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 QTY to Date:5,928 CY Unit Cost to Date:$151.34 /CY Labor and Equipment Costs for Bid Item D8 Structure Excavtion Class B Incl. Haul for JUT from Jun 15, 2023 to January 20, 2024 Name: First, Last Invoice # Material Type Name:Work Description Contact Agency Inspection Authority 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 370264 2 2FT Vertical Shore With 52 88in Hydraulic Cylinder 140249/346790 4/19/2023 4/19/2023 5/16/2023 $325.88 Cycle 5/10/2023 370643 1 Steel Plate 8x20x1 (Non skid) 140533/347497 4/24/2023 4/24/2023 5/21/2023 $485.03 Cycle 5/10/2023 370643 4 Steel Plate 8x15x1 (Non skid) 140533/347497 4/24/2023 4/24/2023 5/21/2023 $1,479.92 Cycle 5/10/2023 370643 6 Steel 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 371681 6 Steel Plate 8x20x1 (Non skid) 141032/349507 5/3/2023 5/3/2023 5/30/2023 $1,434.66 Cycle 5/19/2023 371681 7 Steel Plate 8x20x1 (Non skid) 141124/349547 5/3/2023 5/3/2023 5/30/2023 $1,673.77 Cycle 5/31/2023 372984 1 Steel Plate 8x20x1 (Non skid) 140109/346269 4/18/2023 5/16/2023 5/30/2023 $377.24 Return 5/31/2023 372986 1 Steel Plate 8x20x1 (Non skid) 140533/347497 4/24/2023 5/22/2023 5/30/2023 $269.46 Return 5/31/2023 372986 2 Steel Plate 8x15x1 (Non skid) 140533/347501 4/24/2023 5/22/2023 5/30/2023 $410.76 Return 6/1/2023 373050 3 Steel 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 2FT 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 10 Steel Plate 8x10x1 (Non skid) 140249/346727 4/19/2023 5/17/2023 6/13/2023 $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 Steel 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 6/18/2023 $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 Steel Plate 8x20x1 (Non skid) 140109/346269 4/18/2023 6/13/2023 7/10/2023 $1,455.08 Cycle 6/13/2023 375791 3 2FT 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 10 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 4 2FT 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 7/25/2023 $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 Steel Plate 8x20x1 (Non skid) 140109/346269 4/18/2023 7/11/2023 8/7/2023 $1,455.08 Cycle 7/27/2023 378288 3 2FT 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 8/8/2023 $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 378447 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 378558 1 5 Gallon Hydraulic Hand Pump 144891/362645 7/13/2023 7/13/2023 8/9/2023 $268.92 Cycle 7/29/2023 378558 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 BI D9 Shoring Costs Summary Date Invoice # Quanity Description Contract # Date Out Bill From Bill To Total Billing Type BI D9 Shoring Costs Summary 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 Vertical Shore 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 7/19/2023 7/19/2023 8/15/2023 $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 380149 6 Steel Plate 8x20x1 (Non skid) 141032/349507 5/3/2023 7/26/2023 8/22/2023 $1,434.67 Cycle 8/14/2023 380149 7 Steel Plate 8x20x1 (Non skid) 141124/349547 5/3/2023 7/26/2023 8/22/2023 $1,673.78 Cycle 8/14/2023 380149 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 380149 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 380141 7 Steel Plate 8x20x1 (Non skid) 144622/361606 7/7/2023 8/7/2023 7/9/2023 $3,395.20 Credit 8/14/2023 380141 4 Steel Plate 8x20x1 (Non skid) 144622/361636 7/7/2023 8/7/2023 7/9/2023 $2,425.14 Credit 8/14/2023 380149 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 10L 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 8/20/2023 $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 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 380149 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 380149 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 380312 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 380312 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 8/7/2023 $400.00 Purchase 8/18/2023 380557 60 2FT Vertical Shore With 52 88in Hydraulic Cylinder 144432/361057 7/5/2023 8/2/2023 8/29/2023 $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 9/4/2023 $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 10 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 6Hx20Lx4in 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 381188 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 9/6/2023 $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 381565 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 9/12/2023 $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 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 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 $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 36 60in Static Struts 145419/365362 7/26/2023 8/23/2023 9/19/2023 $1,567.80 Cycle Date Invoice # Quanity Description Contract # Date Out Bill From Bill To Total Billing Type BI D9 Shoring Costs Summary 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 9/21/2023 383568 1 Steel Plate 8x10x1 (Non skid) 140249/346727 4/19/2023 9/6/2023 9/7/2023 $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 10/1/2023 $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 10/1/2023 $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 9/7/2023 $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 9/22/2023 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 383726 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 383726 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 383726 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 383726 6 Steel Plate 8 x 10 x 1 143383/357526 6/14/2023 9/6/2023 10/3/2023 $931.18 Cycle 9/23/2023 383829 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 383952 2 Steel Plate 8x10x1 (Non skid) 144622/361636 7/7/2023 9/4/2023 10/1/2023 $310.40 Cycle 9/25/2023 383952 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 FinForm 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 384597 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 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 10/4/2023 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 10/16/2023 $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 10/5/2023 $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 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 10/6/2023 385174 1 Steel Plate 8x20x1 (Non skid) 145931/366303 7/31/2023 9/25/2023 10/5/2023 $159.40 Cycle/Return Date Invoice # Quanity Description Contract # Date Out Bill From Bill To Total Billing Type BI D9 Shoring Costs Summary 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 10/6/2023 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 10/29/2023 $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 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 10/19/2023 386397 2 Steel Plate 8x20x1 (Non skid) 140109/346269 4/18/2023 10/3/2023 10/30/2023 $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 386525 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 386641 5 2FT Vertical Shore With 52 88in Hydraulic Cylinder 144891/362645 7/13/2023 10/5/2023 11/1/2023 $814.68 Cycle 10/23/2023 386761 1 Steel Plate 8x10x1 (Non skid) 144622/361636 7/7/2023 10/2/2023 10/29/2023 $155.20 Cycle 10/23/2023 386761 2 Steel Plate 8x10x1 (Non skid) 144622/361753 7/10/2023 10/2/2023 10/29/2023 $310.40 Cycle 10/23/2023 386761 4 Steel Plate 8x20x1 (Non skid) 146596/368677 8/11/2023 10/2/2023 10/29/2023 $956.44 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 10/25/2023 386946 2 Steel Plate 8x15x1 (Non skid) 140533/347501 4/24/2023 10/9/2023 11/5/2023 $739.37 Cycle 10/25/2023 386946 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 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 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 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 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 10/27/2023 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 10/30/2023 $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 10/30/2023 $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 11/14/2023 $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 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 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 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 11/16/2023 389780 5 2FT Vertical Shore With 52 88in Hydraulic Cylinder 144891/362645 7/13/2023 11/2/2023 11/14/2023 $543.12 Cycle/Return Date Invoice # Quanity Description Contract # Date Out Bill From Bill To Total Billing Type BI D9 Shoring Costs Summary 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 9/14/2023 11/9/2023 11/14/2023 $80.47 Cycle/Return 11/17/2023 389901 7 Steel Plate 8x10x1 (Non skid) 140249/346727 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 389901 1 Steel Plate 6 x 10 x 1 143383/357385 6/13/2023 11/1/2023 11/28/2023 $176.33 Cycle 11/17/2023 389901 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 389901 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 389901 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 390162 2 Steel Plate 8x10x1 (Non skid) 144622/361753 7/10/2023 10/30/2023 11/26/2023 $310.40 Cycle 11/20/2023 390162 1 Steel Plate 8x10x1 (Non skid) 144622/361636 7/7/2023 10/30/2023 11/26/2023 $155.20 Cycle 11/20/2023 390162 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 For Buld 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 391465 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 391465 2 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 11/27/2023 11/28/2023 $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 1/2/2024 $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 12/7/2023 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 1/9/2024 $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 1/21/2024 $465.59 Cycle 1/10/2024 396544 7 Steel Plate 8 x 10 x 1 146246/367533 8/7/2023 12/25/2023 1/21/2024 $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 4/18/2023 12/26/2023 1/22/2024 $970.06 Cycle 1/12/2024 396746 7 Steel Plate 8x10x1 (Non skid) 140249/346727 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 1/23/2024 $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 396746 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 396746 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) $18,500.00 Subtotal for JUT Shoring Only $457,938.83 1.5% Enviromental Fee $6,869.08 1.2% WA State Heavy Rental Equipment Tax $5,495.27 10.25% Slaes Tax $46,938.73 $535,741.91 Total Paid On FA For Sheets 1699.79 Total $534,042.12 Shoring designated for water use only Shoring for JUT