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HomeMy WebLinkAboutChange Order 08_ALSC-Contractor SignedALSCACHITECTS CHANGE ORDER NO.8 PROJECT NAME:Ellensburg Rodeo Arena Completion OWNER:Kittitas County CONTRACTOR:Cascade Central Construction PROJECT NO:2025-009 PAGE lof 137 We bring our clients stones to life. SPOKANE 203 N Washington Suite 400 Spokane,WA 99201 ‘509.8388568 alscarchitects.com DESCRIPTION OF CHANGE: COP 33 -Structural Fill COP 34 -RFP 8 BTC Scope Reduction COP 35 -Chase Water Line COP 36 -RFP 10 Post Indicator Valve Addition COP 37 -Cast Iron Credit Arena Cleanup Performed by Owner Amount $1 78,668.66 ($40,664.53) $4,335.30 $25,008.99 ($6,542.97) ($21,939.70) Total This Change Order:$138,865.75 Original Contract Sum Net Amount of Previously Approved Changes: Contract Sum Prior to This Change Order: Contract Sum is increased by This Change Order: Revised Contract Sum: Original Contract Completion Date: Previously Approved Increases in Time: Completion Date Prior to This Change Order: Contract time will be changed by Calendar Days This Change Order Revised Substantial Completion Date: Revised Final Acceptance Date: Iv By:KC Carroll Date 5/21/26 Recommended By: ALSC Architects,P.S. $5,065,000.00 * $1,371,101.33 $6,436,101.33 $138,865.75 $6,574,967.08 7/20/2026 7 7/23/2026 0 7/27/2026 8/22/2026 By:f€Th Date Approved by Owner: By: Date *Does not include State or Local Sales Tax ALSC Architects IWe bring our clients’stories to life. PROPOSAL P.O. Box 119 Wenatchee, WA. 98807-0119 Phone 509-662-7119 Fax 509-662-6380 To:PROJECT:Ellensburg Rodeo Arena Improvements Kittitas County Comissioners COP#33 205 West 5th Ave, Suite 108 DATE:April 20, 2026 Ellensburg, WA 98926 TITLE:COP 33 - Over Excavation & Structural Fill Date DESCRIPTION QUANITITY UOM UNIT PRICE AMOUNT 4/20/2026 1 LS 164,685.24$ $164,685.24 $0.00 $0.00 9,881.11 174,566.35 4/20/2026 0 HR 128.18$ $0.00 0 WD 925.00$ $0.00 0 HR 161.54$ $0.00 0 HR 116.25$ $0.00 0 HR 63.08$ $0.00 0 HR 119.00$ $0.00 0.00 0.00 174,566.35 $1,658.38 $2,443.93 TOTAL 178,668.66 MAKE CHECKS PAYABLE TO: Cascade Central Construction, LLC P.O Box 119 Wenatchee, WA. 98807-0119 THANK YOU FOR YOUR BUSINESS! Subtotal Bond B&O Tax Project Engineer Schedule Impact: None, overtime utilized from COP 7. Qualification: Includes all overexcavation, haul off, and import/placement of structural fill at footings and utilities per direction from GeoEngineers, Baer Testing, and RFI 050 - Utility Trench Backfill Requirements - Response. Subcontractor Cost Earthwork Subcontractor - See attached Subcontractor Back-up General Contractor - Sub Total Subcontractor - Sub Total Cascade Central Construction Cost Project Management & Coordination Laborer Carpenter 6% Mark-up Supervision General Conditions 15% Mark-up Date # Description of Work Performed Notes App'd CO # Amount Over Excavation & Structural Fill (December)$17,065.26 Over Excavation & Structural Fill (January)$49,783.49 Over Excavation & Structural Fill (February)$49,089.08 Over Excavation & Structural Fill (March)$10,747.81 Over Excavation & Structural Fill-Offhaul $20,849.79 Utility Trench Sub Exc & Str. Fill in Hardscape Areas $17,149.81 Total $164,685.24 Date Item Number 12/1/2025 Reg. O.T. 1 24.0 $102.61 $2,462.64 2 9.0 $100.07 $900.63 3 $100.07 $0.00 4 8.0 $100.07 $800.56 5 $100.07 $0.00 6 $100.07 $0.00 7 $94.82 $0.00 8 23.5 $66.07 $1,552.65 9 1.0 $66.07 $66.07 10 $62.45 $0.00 11 $0.00 15% Markup 12 13.5 $137.12 $1,851.12 13 $124.46 $0.00 14 5.5 $84.33 $463.82 15 14.0 $56.10 $785.40 16 $80.18 $0.00 17 $25.32 $0.00 18 24.0 $43.80 $1,051.20 19 8.0 $47.22 $377.76 15% Markup 20 282.97 TN $16.00 $4,527.52 21 $0.00 22 $0.00 23 $0.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 15% Markup Date Checked By Date Daily Report of Force Account Worked Contract Number Item Name Footing Subexcavation & Structural Fill Prime Contractor Subcontractor/Lower Tier Subcontractor Cascade Central Construction Selland Construction, Inc. Description of Work Performed Footing Excavation & Structural Fill (December 2025) Time Worked Record Workers and/or Equipment Working Occupation of Workers or Equipment Size Hours Worked Reg. Rate O.T. Rate Amount Labor Dylan Brown Foreman Parker Berman Operator Operator Tony Sisco Operator Operator Operator Operator (Roller) Josh Sampson Pipe Layer Randy Ramos Pipe Layer General Laborer Labor Subtotal $5,782.55 $867.38 Labor Total $6,649.93 Equipment 238 Excavator 138 Excavator Loader Mini Excavator Skid Steer Roller Pickup 1-Ton Equipment Subtotal $4,529.30 $679.39 Equipment Total $5,208.69 Materials Base Cr. Materials Subtotal $4,527.52 $679.13 Materials Total $5,206.65 Calculated By Total $17,065.26 Date Item Number 1/1/2026 Reg. O.T. 1 45.0 4.5 $102.61 $102.61 $5,079.20 2 39.75 $100.07 $100.07 $3,977.78 3 $100.07 $100.07 $0.00 4 38.0 $100.07 $100.07 $3,802.66 5 $100.07 $100.07 $0.00 6 10.5 $100.07 $100.07 $1,050.74 7 $94.82 $94.82 $0.00 8 $66.07 $66.07 $0.00 9 9.5 $66.07 $66.07 $627.67 10 $62.45 $62.45 $0.00 11 $0.00 15% Markup 12 22.75 $137.12 $3,119.48 13 $124.46 $0.00 14 33.0 $84.33 $2,782.89 15 12.5 $56.10 $701.25 16 $80.18 $0.00 17 1.0 $25.32 $25.32 18 45.0 $43.80 $1,971.00 19 26.5 $47.22 $1,251.33 15% Markup 20 733.01 TN $16.00 $11,728.16 21 1004.29 TN $11.00 $11,047.19 22 $0.00 23 $0.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 15% Markup Date Checked By Date $22,775.35 $3,416.30 Materials Total $26,191.65 Calculated By Total $54,239.36 Materials Subtotal Materials Aggregate Str. Fill 1-Ton Equipment Subtotal $9,851.27 $1,477.69 Equipment Total $11,328.96 Skid Steer Roller Pickup 138 Excavator Loader Mini Excavator $14,538.04 $2,180.71 Labor Total $16,718.74 Equipment 238 Excavator General Laborer Labor Subtotal Operator (Roller) Pipe Layer Randy Ramos Pipe Layer Tony Sisco Operator Operator Jesus Lopez Operator Labor Dylan Brown Foreman Jason Torres Operator Operator Time Worked Record Workers and/or Equipment Working Occupation of Workers or Equipment Size Hours Worked Reg. Rate O.T. Rate Amount Prime Contractor Subcontractor/Lower Tier Subcontractor Cascade Central Construction Selland Construction, Inc. Description of Work Performed Footing Excavation & Structural Fill (January 2026) Daily Report of Force Account Worked Contract Number Item Name Footing Subexcavation & Structural Fill Date Item Number 2/1/2026 Reg. O.T. 1 47.0 $102.61 $102.61 $4,822.67 2 3.00 $100.07 $100.07 $300.21 3 9.0 $100.07 $100.07 $900.63 4 26.5 $100.07 $100.07 $2,651.86 5 16.0 $100.07 $100.07 $1,601.12 6 $100.07 $100.07 $0.00 7 $94.82 $94.82 $0.00 8 $66.07 $66.07 $0.00 9 49.5 $66.07 $66.07 $3,270.47 10 $62.45 $62.45 $0.00 11 $0.00 15% Markup 12 11.00 $137.12 $1,508.32 13 33.0 $124.46 $4,107.18 14 41.5 $84.33 $3,499.70 15 4.0 $56.10 $224.40 16 6.0 $140.10 $840.60 17 7.0 $25.32 $177.24 18 47.0 $43.80 $2,058.60 19 26.5 $47.22 $1,251.33 15% Markup 20 $0.00 21 1,252.92 TN $11.00 $13,782.12 22 1 LS $1,179.72 $1,179.72 23 3 HR $170.00 $510.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 15% Markup Date Checked By Date Daily Report of Force Account Worked Contract Number Item Name Footing Subexcavation & Structural Fill Prime Contractor Subcontractor/Lower Tier Subcontractor Cascade Central Construction Selland Construction, Inc. Description of Work Performed Footing Excavation & Structural Fill (February 2026) Time Worked Record Workers and/or Equipment Working Occupation of Workers or Equipment Size Hours Worked Reg. Rate O.T. Rate Amount Labor Dylan Brown Foreman Parker Berman Operator Ramiro Ramirez Operator Will Green Operator Jacob Nemec Operator Jesus Lopez Operator Operator (Roller) Pipe Layer Randy Ramos Pipe Layer General Laborer Labor Subtotal $13,546.95 $2,032.04 Labor Total $15,578.99 Equipment 238 Excavator 138 Excavator Loader Mini Excavator D6 Dozer Roller Pickup 1-Ton Equipment Subtotal $13,667.37 $2,050.10 Equipment Total $15,717.47 Materials Str. Fill Geotextile Fabric Export Spoils Trucking (Thayer 2/12/26) Materials Subtotal $15,471.84 $2,320.78 Materials Total $17,792.62 Calculated By Total $49,089.08 Date Item Number 3/1/2026 Reg. O.T. 1 12.5 $102.61 $102.61 $1,282.63 2 9.50 $102.61 $102.61 $974.80 3 8.00 $100.07 $100.07 $800.56 4 $0.00 5 $0.00 6 3.0 $100.07 $100.07 $300.21 7 6.0 $100.07 $100.07 $600.42 8 $0.00 9 3.0 $66.07 $66.07 $198.21 10 3.0 $66.07 $66.07 $198.21 11 $0.00 12 $0.00 15% Markup 13 3.00 $137.12 $411.36 14 6.5 $124.46 $808.99 15 20.5 $84.33 $1,728.77 16 $56.10 $0.00 17 $140.10 $0.00 18 $25.32 $0.00 19 9.5 $43.80 $416.10 20 12.5 $47.22 $590.25 15% Markup 21 94.13 TN $11.00 $1,035.43 22 $0.00 23 $0.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 29 $0.00 15% Markup Date Checked By Date $1,035.43 $155.31 Materials Total $1,190.74 Calculated By Total $10,747.81 Materials Subtotal Materials Str. Fill 1-Ton Equipment Subtotal $3,955.47 $593.32 Equipment Total $4,548.78 D6 Dozer Roller Pickup 138 Excavator Loader Mini Excavator $4,355.03 $653.25 Labor Total $5,008.28 Equipment 238 Excavator Labor Subtotal Ramiro Ramirez Pipe Layer Randy Ramos Pipe Layer Jacob Nemec Operator Tucker Slabach Operator Labor Dylan Brown Foreman Jason Torres Operator Levi Shinners Foreman Time Worked Record Workers and/or Equipment Working Occupation of Workers or Equipment Size Hours Worked Reg. Rate O.T. Rate Amount Prime Contractor Subcontractor/Lower Tier Subcontractor Cascade Central Construction Selland Construction, Inc. Description of Work Performed Footing Excavation & Structural Fill (March 2026) Daily Report of Force Account Worked Contract Number Item Name Footing Subexcavation & Structural Fill Date Item Number 3/1/2026 Reg. O.T. 1 10.0 $102.61 $102.61 $1,026.10 2 13.5 $100.07 $100.07 $1,350.95 3 $100.07 $100.07 $0.00 4 $100.07 $100.07 $0.00 5 $100.07 $100.07 $0.00 6 $100.07 $100.07 $0.00 7 $94.82 $94.82 $0.00 8 $66.07 $66.07 $0.00 9 $66.07 $66.07 $0.00 10 20.0 $62.45 $62.45 $1,249.00 11 132.0 $0.00 15% Markup 12 $137.12 $0.00 13 $124.46 $0.00 14 13.5 $84.33 $1,138.46 15 $56.10 $0.00 16 $141.60 $0.00 17 $25.32 $0.00 18 $86.80 $0.00 19 49.5 $100.25 $4,962.38 20 82.5 $96.55 $7,965.38 21 10.0 $43.80 $438.00 22 0.0 $47.22 $0.00 15% Markup 23 $0.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 29 $0.00 30 $0.00 31 $0.00 15% Markup Date Checked By Date $0.00 $0.00 $0.00 Calculated By Total $20,849.79 Materials Subtotal Materials Total Materials 1-Ton Equipment Subtotal $14,504.21 $2,175.63 Equipment Total $16,679.84 D6 Dozer Roller Pickup Solo Dump Truck Truck & Pup Tractor & Side Dump 138 Excavator Loader Mini Excavator $3,626.05 $543.91 Labor Total $4,169.95 Equipment 238 Excavator General Laborer Truck Driver Labor Subtotal Operator (Roller) Pipe Layer Pipe Layer Operator Operator Operator Labor Foreman Operator Operator Time Worked Record Workers and/or Equipment Working Occupation of Workers or Equipment Size Hours Worked Reg. Rate O.T. Rate Amount Prime Contractor Subcontractor/Lower Tier Subcontractor Cascade Central Construction Selland Construction, Inc. Description of Work Performed Offhaul Unsuitable Daily Report of Force Account Worked Contract Number Item Name Footing Subexcavation & Structural Fill Date Item Number 2/27/2026 Reg. O.T. 1 6.5 $102.61 $102.61 $666.97 2 11.00 $100.07 $100.07 $1,100.77 3 13.0 $100.07 $100.07 $1,300.91 4 5.0 $100.07 $100.07 $500.35 5 12.3 $100.07 $100.07 $1,225.86 6 12.0 $100.07 $100.07 $1,200.84 7 $94.82 $94.82 $0.00 8 $66.07 $66.07 $0.00 9 7.0 $66.07 $66.07 $462.49 10 $62.45 $62.45 $0.00 11 $0.00 15% Markup 12 8.50 $137.12 $1,165.52 13 8.0 $124.46 $995.68 14 15.5 $84.33 $1,307.12 15 9.0 $56.10 $504.90 16 $80.18 $0.00 17 $25.32 $0.00 18 6.5 $43.80 $284.70 19 13.0 $47.22 $613.86 15% Markup 20 $0.00 21 325.72 TN $11.00 $3,582.92 22 $0.00 23 $0.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 15% Markup Date Checked By Date $3,582.92 $537.44 Materials Total $4,120.36 Calculated By Total $17,149.81 Materials Subtotal Materials Str. Fill 1-Ton Equipment Subtotal $4,871.78 $730.77 Equipment Total $5,602.54 Skid Steer Roller Pickup 138 Excavator Loader Mini Excavator $6,458.18 $968.73 Labor Total $7,426.91 Equipment 238 Excavator General Laborer Labor Subtotal Operator (Roller) Pipe Layer Randy Ramos Pipe Layer Tucker Slabach Operator Parker Berman Operator Jesus Lopez Operator Labor Dylan Brown Foreman Jason Torres Operator Will Green Operator Time Worked Record Workers and/or Equipment Working Occupation of Workers or Equipment Size Hours Worked Reg. Rate O.T. Rate Amount Prime Contractor Subcontractor/Lower Tier Subcontractor Cascade Central Construction Selland Construction, Inc. Description of Work Performed Utilities in Hardscape Areas Subexc & Structural Fill Daily Report of Force Account Worked Contract Number Item Name Utilities in Hardscape Areas Subexc & Structural Fill Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 1 Date: 12/12/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 10.000 2347 ANTONIO SISCO 310 2.00 0.00 0.00 BH356 2021 Kubota Exc 2.00 0.00 0.00 Labor Totals: Hours - 2.0 Equip Totals: Hours - 2.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 26.360 5.000 Note: This rock was delivered on site per rusty to have in anticipation of over excavating soft spots Cost Code Notes: Slot:4 Company Note: Indexes: Inspector Note:5x7x9 in depth and a 10x8 x 1 ft over excavation. both on the north east ramp location Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 2 Date: 12/15/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2582 RANDY RAMOS 210 1.00 0.00 0.00 2347 ANTONIO SISCO 310 1.00 0.00 0.00 BH356 2021 Kubota Exc 0.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 2566 DYLAN BROWN 810 2.00 0.00 0.00 LD363 2012 CAT 930H Loader 2.00 0.00 0.00 2566 DYLAN BROWN 810 4.00 0.00 0.00 BH356 2021 Kubota Exc 4.00 0.00 0.00 Labor Totals: Hours - 8.0 Equip Totals: Hours - 7.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 103.110 25.890 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:20 ft x 4.6 ft x 2.8ft build of base course build. We were instructed to take the mucky non yielding clay materiel down to a solid base which in this case on the upper footing on the stadium arena seating in the southe@st corner had a hefty over excavation to it. With 6 in lifts were installed. In the same area there was a tapered off of the previously noted build where the over excavation was not as deep with a 20 ft x 4.6ft x 1ft build. In the case with the builds being so deep the 1 ft perimeter over build was slightly bigger to a 1.5ft on the east side of the footing to account for edge sluffing off to create a solid base. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 3 Date: 12/16/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 310 1.50 0.00 0.00 BH356 2021 Kubota Exc 1.50 0.00 0.00 2541 PARKER BERMAN 310 3.50 0.00 0.00 BH356 2021 Kubota Exc 3.50 0.00 0.00 2541 PARKER BERMAN 210 0.50 0.00 0.00 1192 JOSHUA SAMPSON 210 4.00 0.00 0.00 Labor Totals: Hours - 9.5 Equip Totals: Hours - 5.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 0.000 52.220 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:We had to over excavate a 12ft x4'6x 2ft 45 ft x 4'6 x 8 in. 45 ftx7ftx8 in. And build back up to grade with base course in lifts to ensure compaction density with a non yielding prodding. All over excavated builds are built with a 1 foot over build around the perimeter for a solid base for the footing to be set on. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 4 Date: 12/17/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 1.00 0.00 0.00 1192 JOSHUA SAMPSON 210 3.50 0.00 0.00 2541 PARKER BERMAN 310 3.50 0.00 0.00 BH354 2021 Komatsu PC238 Exc 0.50 0.00 0.00 BH356 2021 Kubota Exc 3.00 0.00 0.00 2566 DYLAN BROWN 810 3.50 0.00 0.00 Labor Totals: Hours - 11.5 Equip Totals: Hours - 4.5 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:Time for Tony and the loader removing excess dirt and hauling it off as well as bringing in the rock to build up the .75 up with rock 9ftx5ftx9in 14ftx5ftx9in 15ftx5ftx9in 10ftx5ftx9in All builds are extended past the footing roughly the one foot extension beyond footing edge for a sold base for the footing per the geo request. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 5 Date: 12/18/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 0.50 0.00 0.00 LD363 2012 CAT 930H Loader 0.50 0.00 0.00 1192 JOSHUA SAMPSON 210 1.50 0.00 0.00 2541 PARKER BERMAN 310 1.50 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.50 0.00 0.00 2566 DYLAN BROWN 810 0.50 0.00 0.00 Labor Totals: Hours - 4.0 Equip Totals: Hours - 2.0 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:There was an engineering error on depths on an already dug footing the had already had a .5 over excavation don't in the spread footing location. With was already at the groundwater depth it was a f9.5 footing callout and the depth of bottle. Of footing was 1568.00 which was about .75 below the water table. This build was an error on the engineers behalf and really should have been a bottom of footing at 1569.5. This was all built up with base course and compacted in. This task took a hour The other half hour on this days T&M was the amount of time to over excavate the east building continues footing locations in between the spread footings. The continues footing on this building stays about .75 higher then the spread footings. In this separations of elevations between the two builds is the difference of the spread footings being on a non yielding surface and the continues footing wall being on a yielding surface beyond what would pass for a stable base. Over excavation is essential into getting our stable non yielding base to build on. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 6 Date: 12/22/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 1192 JOSHUA SAMPSON 210 6.00 0.00 0.00 2566 DYLAN BROWN 810 6.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 5.00 0.00 0.00 Labor Totals: Hours - 12.0 Equip Totals: Hours - 5.0 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:Northside of the east building over excavations and builds 11 ftx4ftx.75' 24ftx4x.75' 18x4x .75' 11ftx4ftx.75' West end of the main east building. 29ftx7x.75' Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 7 Date: 12/23/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 2.00 0.00 0.00 LD363 2012 CAT 930H Loader 2.00 0.00 0.00 1192 JOSHUA SAMPSON 210 3.00 0.00 0.00 2566 DYLAN BROWN 810 3.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 3.00 0.00 0.00 Labor Totals: Hours - 8.0 Equip Totals: Hours - 5.0 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:Over ex builds 2ft wide continues footing around the concession stand. 65ftx3.5 ftx 9 in 39ft x 3.5x 1.25 in The stairwell footing coming off the east building and onto the south side of the concession stand. 5x5x1ft 16x7x1ft Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 8 Date: 12/29/2025 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 1192 JOSHUA SAMPSON 210 5.50 0.00 0.00 2566 DYLAN BROWN 810 5.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 2.50 0.00 0.00 Labor Totals: Hours - 10.5 Equip Totals: Hours - 2.5 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 24.990 24.990 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:154 ft of the over excavated area that needed to be built back up got the second lift installed at a .5 build we ended up stretching the overbuild from the 2 ft wide footing that we had built up at 3 feet to 3.5 feet wide to allow a stable base on the sides for a footing to be placed on without the edges being scuffed off. Although there was discrepancies with how hippy staked the footings out we did meet the correct elevation from top of footing with our second lift. Total Production Quantity: 10.000 TN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 9 Totals by individual items: Employees: 1192 JOSHUA SAMPSON 210 23.50 0.00 0.00 2347 ANTONIO SISCO 310 / 350 8.00 0.00 0.00 2541 PARKER BERMAN 310 / 210 9.00 0.00 0.00 2566 DYLAN BROWN 810 24.00 0.00 0.00 2582 RANDY RAMOS 210 1.00 0.00 0.00 Totals:65.50 0.00 0.00 Equipment: BH354 2021 Komatsu PC238 Exc 13.50 0.00 0.00 BH356 2021 Kubota Exc 14.00 0.00 0.00 LD363 2012 CAT 930H Loader 5.50 0.00 0.00 Totals:33.00 0.00 0.00 Materials:Cost Type Units Received Used 2MCSBC Base Cr M TN 154.460 108.100 Subcontracts:Cost Type Units Received Used Supplies:Cost Type Units Received Used Misc 1:Cost Type Units Received Used Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:49:34 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 10 Misc 2:Cost Type Units Received Used Misc 3:Cost Type Units Received Used NOTE: Filters in effect: All Foremen. Cost Code = 98-005. Dates >= 12/01/2025 and Dates <= 12/31/2025. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:28 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 1 Date: 01/07/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 1.50 0.00 0.00 LD363 2012 CAT 930H Loader 1.50 0.00 0.00 1136 JASON TORRES VARGAS 310 2.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 2.00 0.00 0.00 1136 JASON TORRES VARGAS 210 4.00 0.00 0.00 2566 DYLAN BROWN 810 5.50 0.50 0.00 Labor Totals: Hours - 13.5 Equip Totals: Hours - 3.5 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 76.440 25.480 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:So when we were digging out the stadium continues footing between the north and west buildings the layer of soil that was a load bearing approved materiel per the geo was 1-2 feet lower then most of the other areas. Which this day we had 2 6 in lifts done across the total dig Two 9x9x1ft 40x7x1 continues footing between 15x7x1 All footings were built with an extra foot on each side for a stable build for the footing to be built on per cascade central. We still had to add more materiel on the footing for the next lifts the next day. Tony had time removing excess unsuitable materiel off the build area into the stockpile.1.5 hours Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:28 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 2 Date: 01/08/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 1.00 0.00 0.00 1136 JASON TORRES VARGAS 310 1.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 2566 DYLAN BROWN 810 1.00 0.00 0.00 2347 ANTONIO SISCO 350 3.00 0.00 0.00 LD363 2012 CAT 930H Loader 3.00 0.00 0.00 1136 JASON TORRES VARGAS 310 3.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 3.00 0.00 0.00 1136 JASON TORRES VARGAS 210 5.00 0.00 0.00 2566 DYLAN BROWN 810 3.00 0.00 0.00 Labor Totals: Hours - 17.0 Equip Totals: Hours - 8.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 25.950 50.960 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:This was a portion of the 8x8x1 north east pad of the stage spread footing that needed to be over excavated and out with the over excavation down the continuous footing 4.5 ft wide x5 ft native load bearing soil was 1571.3 Slot:4 Company Note: Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 3 Indexes: Inspector Note:9x9x.5ft 9x9x2ft 40ftx7x1 15x7x2 ft All of this was the next few lifts on the continuous footing from north building to the west building. Tony had 3 hours moving the rest of the materiel as well as bringing bedding from the stockpile over to the bedding box Date: 01/12/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 4.00 0.00 0.00 LD363 2012 CAT 930H Loader 4.00 0.00 0.00 FB317 2023 DODGE RAM 3500 4.00 0.00 0.00 2566 DYLAN BROWN 810 2.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 2.00 0.00 0.00 2566 DYLAN BROWN 810 3.50 0.00 0.00 2347 ANTONIO SISCO 210 2.00 0.00 0.00 Labor Totals: Hours - 11.5 Equip Totals: Hours - 10.0 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:Excavated footing on the new location of the stage, We had to over excavate the entire footing area The spread footings that were 7x6 had to be over excavated including the concrete forms Making the base for the footing a 9.5 squared. And the continues footing that was 2.5 width was over built for forms at 4.5. Footing builds Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 4 9.5x9.5x3ft 4.5x9x2ft 9.5x9.5x2ft 10x4.5x2ft 9ftx4.5x3ft 9.5x9.5x2.5ft 8ftx4.6x3ft 9.5x9.5x1.6 All built of in 6 in lifts with base course Time includes loader operator and removal of excess spoils. To stock pile. Date: 01/13/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 3.00 0.00 0.00 LD363 2012 CAT 930H Loader 3.00 0.00 0.00 FB317 2023 DODGE RAM 3500 3.00 0.00 0.00 2566 DYLAN BROWN 810 1.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 2566 DYLAN BROWN 810 3.00 0.00 0.00 Labor Totals: Hours - 7.0 Equip Totals: Hours - 7.0 Date: 01/14/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 310 0.50 0.00 0.00 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 5 BH354 2021 Komatsu PC238 Exc 0.50 0.00 0.00 2347 ANTONIO SISCO 350 4.00 0.00 0.00 LD363 2012 CAT 930H Loader 4.00 0.00 0.00 2566 DYLAN BROWN 810 1.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 2566 DYLAN BROWN 810 3.00 0.00 0.00 2347 ANTONIO SISCO 210 0.00 0.00 0.00 FB317 2023 DODGE RAM 3500 4.00 0.00 0.00 2347 ANTONIO SISCO 210 1.00 0.00 0.00 RL329 2008 CAT CS56 Roller 1.00 0.00 0.00 Labor Totals: Hours - 9.5 Equip Totals: Hours - 10.5 Cost Code Notes: Slot:1 Company Note: Indexes: Inspector Note:North footing of the west building up until the northwest corner of the building. 36 foot long by 2 foot builds by 4.5 feet wide built up in 6 inch lifts Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 6 Date: 01/15/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 5.00 0.00 0.00 LD363 2012 CAT 930H Loader 5.00 0.00 0.00 FB317 2023 DODGE RAM 3500 5.00 0.00 0.00 2566 DYLAN BROWN 810 3.50 0.00 0.00 1136 JASON TORRES VARGAS 310 3.25 0.00 0.00 BH354 2021 Komatsu PC238 Exc 3.25 0.00 0.00 1136 JASON TORRES VARGAS 210 4.00 0.00 0.00 Labor Totals: Hours - 15.7 Equip Totals: Hours - 13.2 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 111.320 0.000 Cost Code Notes: Slot:1 Company Note: Indexes: Inspector Note:We finished 36 ft build up with base course at 4.5 ft wide with a 1.2 build on the northside of the west building all the way to the nw corner We then started over at the stadium pad footing with plinths on the northside side of the west staircase that pad was a 8x8 so we dug out at a 9x9 we hit the load bearing surface at 1569.655. And had to get a 3.345 build of base course on the 9x9 stadium pad we also had the same build on the continues footing that went from that spread footing Down to the center of the west building At 7 ft wide x. X4.095 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 7 Date: 01/19/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 8.00 0.00 0.00 LD363 2012 CAT 930H Loader 8.00 0.00 0.00 2347 ANTONIO SISCO 210 1.00 0.00 0.00 FB317 2023 DODGE RAM 3500 9.50 0.00 0.00 2566 DYLAN BROWN 810 10.00 0.00 0.00 1136 JASON TORRES VARGAS 310 5.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 5.00 0.00 0.00 1136 JASON TORRES VARGAS 210 4.00 0.00 0.00 Labor Totals: Hours - 28.0 Equip Totals: Hours - 22.5 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 207.773 131.310 Cost Code Notes: Slot:1 Company Note: Indexes: Inspector Note:West building We over excavated a 7'x5'x4' 65'x4'x4.5 cont. 3 pad footings 4.6squared all threee were so close together we just excavated all 3 footings being so close together. 16.5' x 5.5'x4 Middle dividing footing of the west building 32'x6'x4.5 3 7x7 spread footings in the. Corral area Bearing surface area is 1569.47 so we had to build back up with 1 foot of base course so excavating with concrete forms in mind met Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 8 a 9'x9'x1' Date: 01/20/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 3.00 0.00 0.00 LD363 2012 CAT 930H Loader 3.00 0.00 0.00 2566 DYLAN BROWN 810 4.50 0.00 0.00 1136 JASON TORRES VARGAS 310 3.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 3.00 0.00 0.00 1136 JASON TORRES VARGAS 210 4.00 0.00 0.00 2582 RANDY RAMOS 210 6.50 0.00 0.00 2545 JESUS LOPEZ 310 5.50 0.00 0.00 BH356 2021 Kubota Exc 5.50 0.00 0.00 2545 JESUS LOPEZ 210 1.00 0.00 0.00 Labor Totals: Hours - 27.5 Equip Totals: Hours - 11.5 Cost Code Notes: Slot:1 Company Note: Indexes: Inspector Note:Excavated 3 footings that are 7x7 at 1569.5 to build back up with 1 foot of base coarse the excavations where over dug for concrete form boards at 9x9 For the concours area for the f12 and f7 footing call outs The geo tech requested those footings be over excavated 2 feet with an approved materiel. So being so low on grade and to get the correct obvious of rock underneath the footing we are excavting footings to build up rough between 10 inches we have 7 12x8 and 2 7x7 finished Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 9 Date: 01/21/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2347 ANTONIO SISCO 350 0.50 0.00 0.00 LD363 2012 CAT 930H Loader 0.50 0.00 0.00 2347 ANTONIO SISCO 210 0.50 0.00 0.00 FB317 2023 DODGE RAM 3500 1.00 0.00 0.00 2566 DYLAN BROWN 810 2.50 0.00 0.00 1136 JASON TORRES VARGAS 310 0.50 0.00 0.00 BH354 2021 Komatsu PC238 Exc 0.50 0.00 0.00 1136 JASON TORRES VARGAS 210 1.00 0.00 0.00 2582 RANDY RAMOS 210 3.00 0.00 0.00 2545 JESUS LOPEZ 310 3.00 0.00 0.00 BH356 2021 Kubota Exc 3.00 0.00 0.00 Labor Totals: Hours - 11.0 Equip Totals: Hours - 5.0 Cost Code Notes: Slot:1 Company Note: Indexes: Inspector Note:Over excavated a 13x7 spread footing in the corral area and put a 1 foot lift of And over excavated a continues footing of 12'x5ftx2' from 1569.5 built back up with base course to 1571.5 Another crew finished over extinguished the interior pad footings in the concourse for when we do place materiel in there we already have our over excavated 2 ft minimum of rock underneath the footings. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 10 Date: 01/22/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 0.50 0.00 0.00 BH354 2021 Komatsu PC238 Exc 0.50 0.00 0.00 2566 DYLAN BROWN 810 1.00 0.00 0.00 2545 JESUS LOPEZ 210 1.00 0.00 0.00 Labor Totals: Hours - 2.5 Equip Totals: Hours - 0.5 Date: 01/30/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 0.00 4.00 0.00 BH356 2021 Kubota Exc 4.00 0.00 0.00 Labor Totals: Hours - 4.0 Equip Totals: Hours - 4.0 Total Production Quantity: 0.000 TN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 11 Totals by individual items: Employees: 1136 JASON TORRES VARGAS 310 / 210 39.75 0.00 0.00 2347 ANTONIO SISCO 350 / 210 / 31 38.00 0.00 0.00 2545 JESUS LOPEZ 310 / 210 10.50 0.00 0.00 2566 DYLAN BROWN 810 45.00 4.50 0.00 2582 RANDY RAMOS 210 9.50 0.00 0.00 Totals: 142.75 4.50 0.00 Equipment: BH354 2021 Komatsu PC238 Exc 22.75 0.00 0.00 BH356 2021 Kubota Exc 12.50 0.00 0.00 FB317 2023 DODGE RAM 3500 26.50 0.00 0.00 LD363 2012 CAT 930H Loader 33.00 0.00 0.00 RL329 2008 CAT CS56 Roller 1.00 0.00 0.00 Totals:95.75 0.00 0.00 Materials:Cost Type Units Received Used 2MCSBC Base Cr M TN 421.483 207.750 Subcontracts:Cost Type Units Received Used Supplies:Cost Type Units Received Used Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 10:59:29 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 12 Misc 1:Cost Type Units Received Used Misc 2:Cost Type Units Received Used Misc 3:Cost Type Units Received Used NOTE: Filters in effect: All Foremen. Cost Code = 98-005. Dates >= 01/01/2026 and Dates <= 01/31/2026. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:50 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 1 Date: 02/02/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 2.00 0.00 0.00 BH356 2021 Kubota Exc 2.00 0.00 0.00 Labor Totals: Hours - 2.0 Equip Totals: Hours - 2.0 Date: 02/06/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 0.00 2.00 0.00 2582 RANDY RAMOS 210 0.00 4.00 0.00 2453 JACOB NEMEC 320 0.00 4.00 0.00 DZ362 2019 CAT D6K Dozer 4.00 0.00 0.00 Labor Totals: Hours - 10.0 Equip Totals: Hours - 4.0 Cost Code Notes: Slot:6 Company Note: Indexes: Inspector Note:Bladed of the concourse at a 1577.0 elevation so when we build up the area that below footings are all even with a two foot build of structural compacted fill below foot8ngs. This Weill save over excavating time when comes time to dig out footings on the concourse grade. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:50 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 2 Date: 02/07/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 0.00 7.00 0.00 2582 RANDY RAMOS 210 0.00 10.00 0.00 2566 DYLAN BROWN 810 0.00 3.00 0.00 RLD409 950 Loader 3.00 0.00 0.00 2453 JACOB NEMEC 310 0.00 10.00 0.00 BH354 2021 Komatsu PC238 Exc 10.00 0.00 0.00 1867 RAMIRO RAMIREZ MUNOZ 350 0.00 8.50 0.00 LD363 2012 CAT 930H Loader 8.50 0.00 0.00 1867 RAMIRO RAMIREZ MUNOZ 210 0.00 0.50 0.00 Labor Totals: Hours - 39.0 Equip Totals: Hours - 21.5 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 180.810 160.000 Note: This 2 1/2 in structural fill materiel came in from theyer trucking Cost Code Notes: Slot:6 Company Note: Indexes: Inspector Note:We over excavated 4 footing locations on the existing grade in the concourse f7 footing call outs the geo determined on Friday these footings had a tremendous load and on top of the over extinguished the two feet minus below footing he wanted these footings to be built 2 feet wider on each side and down to a stable bearing layer which was 1571.4 and existing grade is 1576.7 4 holes 11x11x5.3' compacted 1 foot lifts in structural fill. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:50 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 3 Date: 02/09/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 6.00 0.00 0.00 RBH400 CAT 313 GC Excavator 8.00 0.00 0.00 2582 RANDY RAMOS 210 8.00 0.00 0.00 2533 WILLIAM GREEN 350 8.00 0.00 0.00 RLD409 950 Loader 8.00 0.00 0.00 Labor Totals: Hours - 22.0 Equip Totals: Hours - 16.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MCSBC Base Cr M TN 113.000 113.000 Cost Code Notes: Slot:4 Company Note: Indexes: Inspector Note:. The geo engineer determined The soft spots needed to be removed to build on top of We had one at 65'x12' from 1574.21 back to the exhisting grade of 1576..5 this was behind the east bathrooms on the concourse deck closest to the stadium wall 113tn 66.44cu yds We then over excavated. A second and third muck spot in a location going out the west stairs with a cut of materiel split up into two separate cut depths. 38x20 starting bearing surface elevation starting at 1574.568 This area was at the top of the stairwell covering a surface area 51'x16 down to1572.566 this was at the bas of the stairwell heading out towards the west alongside the south side of the west bathroom Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:50 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 4 Date: 02/10/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 6.00 0.00 0.00 RBH400 CAT 313 GC Excavator 5.00 0.00 0.00 2582 RANDY RAMOS 210 5.50 0.00 0.00 2533 WILLIAM GREEN 350 1.00 0.00 0.00 RLD409 950 Loader 1.00 0.00 0.00 Labor Totals: Hours - 12.5 Equip Totals: Hours - 6.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 283.670 283.670 Cost Code Notes: Slot:4 Company Note: Indexes: Inspector Note:38x 20x 2.5' soft muck area was backfilled from the over excavation the previous day 1574.568to 1576.670 70 cy 119.6 A second spot was at the ada west ramp was at 51'x16'x2.6' up past the stairway to the deeper overexcavation of muck. 1572.566 to1575.037 71.93 42.31 2 separate 11x11x2.5 1571.5 bearing surface to top of exhisting grade prior to the muck spot which was 1576.5. f7 footing pads 30.47 17.93 cy Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:50 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 5 Date: 02/11/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 10.00 0.00 0.00 RBH400 CAT 313 GC Excavator 10.00 0.00 0.00 2582 RANDY RAMOS 210 10.00 0.00 0.00 2533 WILLIAM GREEN 350 6.50 0.00 0.00 RLD409 950 Loader 10.00 0.00 0.00 2533 WILLIAM GREEN 210 1.00 0.00 0.00 Labor Totals: Hours - 27.5 Equip Totals: Hours - 20.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 312.340 312.340 Cost Code Notes: Slot:4 Company Note: Indexes: Inspector Note:Qty 7 11x16 ftg holes with a 1.5build 50x11 x1.5 2 11x16x4' 2 11x16x2 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:51 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 6 Date: 02/12/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 10.00 0.00 0.00 RBH400 CAT 313 GC Excavator 10.00 0.00 0.00 2582 RANDY RAMOS 210 4.00 0.00 0.00 2582 RANDY RAMOS 370 6.00 0.00 0.00 RL329 2008 CAT CS56 Roller 6.00 0.00 0.00 2533 WILLIAM GREEN 350 9.00 0.00 0.00 RLD409 950 Loader 10.00 0.00 0.00 2541 PARKER BERMAN 350 1.00 0.00 0.00 RLD409 950 Loader 1.00 0.00 0.00 Labor Totals: Hours - 30.0 Equip Totals: Hours - 27.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 208.500 208.500 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:Ran into some issues with bear passing off our established subgrade from previous exhisting grade. We over excavated the area 5x5x2 1574.2 3.15 ton 1.85cy 18x10x4' 1572.44. 45.33tn 26.67 9x7x 3.5 1573.11 13.88tn 8.17cy 19x20x3.5 1573.11 83.74 ton 49.26 cu yds 20x10x3.5 1573.06 44.07tn 25.93 curds 7x15x1574.3 13.22tn 7.78 curds Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:51 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 7 6x10x4 1572.75 15.11tn 8.89 cu yds Date: 02/13/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 0.00 1.00 0.00 2582 RANDY RAMOS 210 0.00 1.00 0.00 2582 RANDY RAMOS 370 0.00 1.00 0.00 RL329 2008 CAT CS56 Roller 1.00 0.00 0.00 2533 WILLIAM GREEN 310 0.00 1.00 0.00 BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 2541 PARKER BERMAN 310 2.00 0.00 0.00 RBH440 JOHN DEER MINI EXCAVATO 2.00 0.00 0.00 2453 JACOB NEMEC 320 0.00 2.00 0.00 DZ362 2019 CAT D6K Dozer 2.00 0.00 0.00 Labor Totals: Hours - 8.0 Equip Totals: Hours - 6.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 128.000 128.000 Cost Code Notes: Slot:2 Company Note: Indexes: Inspector Note:75x32 feet that was over excavated beginning elevation was 1576.80 this area as mucked out at 1575.95 to get rid of that muddy soft surface to a non yielding surface 75.56 cy Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:51 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 8 128.4 tons Total Production Quantity: 0.000 TN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:51 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 9 Totals by individual items: Employees: 1867 RAMIRO RAMIREZ MUNOZ 350 / 210 0.00 9.00 0.00 2453 JACOB NEMEC 320 / 310 0.00 16.00 0.00 2533 WILLIAM GREEN 350 / 210 / 31 25.50 1.00 0.00 2541 PARKER BERMAN 350 / 310 3.00 0.00 0.00 2566 DYLAN BROWN 810 34.00 13.00 0.00 2582 RANDY RAMOS 210 / 370 33.50 16.00 0.00 Totals:96.00 55.00 0.00 Equipment: BH354 2021 Komatsu PC238 Exc 11.00 0.00 0.00 BH356 2021 Kubota Exc 2.00 0.00 0.00 DZ362 2019 CAT D6K Dozer 6.00 0.00 0.00 LD363 2012 CAT 930H Loader 8.50 0.00 0.00 RBH400 CAT 313 GC Excavator 33.00 0.00 0.00 RBH440 JOHN DEER MINI EXCAVA 2.00 0.00 0.00 RL329 2008 CAT CS56 Roller 7.00 0.00 0.00 RLD409 950 Loader 33.00 0.00 0.00 Totals: 102.50 0.00 0.00 Materials:Cost Type Units Received Used 2MCSBC Base Cr M TN 113.000 113.000 2MFILL Fill Material Purchase & Deliv M TN 1,113.320 1,092.510 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/05/2026 11:00:51 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 10 Subcontracts:Cost Type Units Received Used Supplies:Cost Type Units Received Used Misc 1:Cost Type Units Received Used Misc 2:Cost Type Units Received Used Misc 3:Cost Type Units Received Used NOTE: Filters in effect: All Foremen. Cost Code = 98-005. Dates >= 02/01/2026 and Dates <= 02/28/2026. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:57 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 1 Date: 03/03/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 3.00 0.00 0.00 2453 JACOB NEMEC 310 2.00 1.00 0.00 BH354 2021 Komatsu PC238 Exc 3.00 0.00 0.00 1867 RAMIRO RAMIREZ MUNOZ 240 2.00 1.00 0.00 Labor Totals: Hours - 9.0 Equip Totals: Hours - 3.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 24.350 24.350 Cost Code Notes: Slot:8 Company Note: Indexes: Inspector Note:17 ftx7'widex 3.25' deep continues ftg from the west building to the south wall Ada ramp. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:57 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 2 Date: 03/04/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 2.00 0.00 0.00 Labor Totals: Hours - 2.0 Equip Totals: Hours - 0.0 Date: 03/09/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2559 TUCKER SLABACH 350 6.00 0.00 0.00 LD363 2012 CAT 930H Loader 6.00 0.00 0.00 Labor Totals: Hours - 6.0 Equip Totals: Hours - 6.0 Date: 03/10/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2499 LEVI SHINNERS 810 9.50 0.00 0.00 LD376 Komatsu WA380 Loader 9.50 0.00 0.00 Labor Totals: Hours - 9.5 Equip Totals: Hours - 9.5 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:57 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 3 Date: 03/11/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 3.50 0.00 0.00 BH335 2015 Komatsu PC138 Exc(Yak) 3.50 0.00 0.00 Labor Totals: Hours - 3.5 Equip Totals: Hours - 3.5 Cost Code Notes: Slot:7 Company Note: Indexes: Inspector Note:Pulled dirt away from fence on track and fixed the grade that the over saturated. Mud had the soil rutted out. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:58 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 4 Date: 03/17/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 3.00 0.00 0.00 2582 RANDY RAMOS 210 3.00 0.00 0.00 1136 JASON TORRES VARGAS 310 3.00 0.00 0.00 BH335 2015 Komatsu PC138 Exc(Yak) 3.00 0.00 0.00 Labor Totals: Hours - 9.0 Equip Totals: Hours - 3.0 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:42'x5'x2' 26.44 tns 15.56 cy Load bearing surface 1569.27 Bottom of footing elevation 1571.250 Ftg is south side of the complex in the chutes area ftg wall Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:58 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 5 Date: 03/23/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 1.00 0.00 0.00 1136 JASON TORRES VARGAS 350 4.00 0.00 0.00 LD374 2020 Komatsu WA380 Loader 4.00 0.00 0.00 Labor Totals: Hours - 5.0 Equip Totals: Hours - 4.0 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:Load out trucks with over ex material. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:58 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 6 Date: 03/24/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 1136 JASON TORRES VARGAS 350 1.00 0.00 0.00 LD374 2020 Komatsu WA380 Loader 1.00 0.00 0.00 Labor Totals: Hours - 1.0 Equip Totals: Hours - 1.0 Cost Code Notes: Slot:7 Company Note: Indexes: Inspector Note:Loaded out stockpiled over ex materiel in the arena Total Production Quantity: 0.000 TN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:58 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 7 Totals by individual items: Employees: 1136 JASON TORRES VARGAS 310 / 350 8.00 0.00 0.00 1867 RAMIRO RAMIREZ MUNOZ 240 2.00 1.00 0.00 2453 JACOB NEMEC 310 2.00 1.00 0.00 2499 LEVI SHINNERS 810 9.50 0.00 0.00 2559 TUCKER SLABACH 350 6.00 0.00 0.00 2566 DYLAN BROWN 810 12.50 0.00 0.00 2582 RANDY RAMOS 210 3.00 0.00 0.00 Totals:43.00 2.00 0.00 Equipment: BH335 2015 Komatsu PC138 Exc(Y 6.50 0.00 0.00 BH354 2021 Komatsu PC238 Exc 3.00 0.00 0.00 LD363 2012 CAT 930H Loader 6.00 0.00 0.00 LD374 2020 Komatsu WA380 Load 5.00 0.00 0.00 LD376 Komatsu WA380 Loader 9.50 0.00 0.00 Totals:30.00 0.00 0.00 Materials:Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 24.350 24.350 Subcontracts:Cost Type Units Received Used Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN Code Description Class Reg. Hours OT Hours Other Hours Printed on: 04/17/2026 16:06:58 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 8 Supplies:Cost Type Units Received Used Misc 1:Cost Type Units Received Used Misc 2:Cost Type Units Received Used Misc 3:Cost Type Units Received Used NOTE: Filters in effect: All Foremen. Cost Code = 98-005. Dates >= 03/01/2026 and Dates <= 03/31/2026. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:26 Page 1 indicates Selection Choice 12/02/2025 2566 - DYLAN Attached Images/Documents 12/11/2025 2566 - DYLAN Attached Images/Documents 12/11/2025 9091 - NIC LOPEZ Attached Images/Documents 12/12/2025 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 10.000 TN Slot:4 Company Note: Inspector Note:5x7x9 in depth and a 10x8 x 1 ft over excavation. both on the north east ramp location 12/14/2025 2566 - DYLAN Attached Images/Documents 12/15/2025 2566 - DYLAN Dealing with adverse weather all week. Parker was absent from work on this day. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:26 Page 2 indicates Selection Choice 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:3 Company Note: Inspector Note:20 ft x 4.6 ft x 2.8ft build of base course build. We were instructed to take the mucky non yielding clay materiel down to a solid base which i case on the upper footing on the stadium arena seating in the southe@st corner had a hefty over excavation to it. With 6 in lifts were installe the same area there was a tapered off of the previously noted build where the over excavation was not as deep with a 20 ft x 4.6ft x 1ft build the case with the builds being so deep the 1 ft perimeter over build was slightly bigger to a 1.5ft on the east side of the footing to account fo sluffing off to create a solid base. 12/16/2025 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:3 Company Note: Inspector Note:We had to over excavate a 12ft x4'6x 2ft 45 ft x 4'6 x 8 in. 45 ftx7ftx8 in. And build back up to grade with base course in lifts to ensure compaction density with a non yielding prodding. All over excavated builds are built with a 1 foot over build around the perimeter for a solid base for the footing to be set on. 12/16/2025 9091 - NIC LOPEZ Attached Images/Documents 12/17/2025 2566 - DYLAN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 3 indicates Selection Choice Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:Time for Tony and the loader removing excess dirt and hauling it off as well as bringing in the rock to build up the .75 up with rock 9ftx5ftx9in 14ftx5ftx9in 15ftx5ftx9in 10ftx5ftx9in All builds are extended past the footing roughly the one foot extension beyond footing edge for a sold base for the footing per the geo reque 12/18/2025 2566 - DYLAN Site was wet and rainy. Time dedicated to ensuring the site was protected. Parker was 30 min late today said his alarm never went off. We also called it a day at 1 pm due to the adverse weather we were getting 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:There was an engineering error on depths on an already dug footing the had already had a .5 over excavation don't in the spread footing location. With was already at the groundwater depth it was a f9.5 footing callout and the depth of bottle. Of footing was 1568.00 which was .75 below the water table. This build was an error on the engineers behalf and really should have been a bottom of footing at 1569.5. This was all built up with base course and compacted in. This task took a hour The other half hour on this days T&M was the amount of time to over excavate the east building continues footing locations in between the spread footings. The continues footing on this building stays about .75 higher then the spread footings. In this separations of elevations between the two b the difference of the spread footings being on a non yielding surface and the continues footing wall being on a yielding surface beyond wha would pass for a stable base. Over excavation is essential into getting our stable non yielding base to build on. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 4 indicates Selection Choice 12/22/2025 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:Northside of the east building over excavations and builds 11 ftx4ftx.75' 24ftx4x.75' 18x4x .75' 11ftx4ftx.75' West end of the main east building. 29ftx7x.75' 12/23/2025 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:Over ex builds 2ft wide continues footing around the concession stand. 65ftx3.5 ftx 9 in 39ft x 3.5x 1.25 in The stairwell footing coming off the east building and onto the south side of the concession stand. 5x5x1ft 16x7x1ft Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 5 indicates Selection Choice 12/29/2025 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:154 ft of the over excavated area that needed to be built back up got the second lift installed at a .5 build we ended up stretching the overb from the 2 ft wide footing that we had built up at 3 feet to 3.5 feet wide to allow a stable base on the sides for a footing to be placed on witho edges being scuffed off. Although there was discrepancies with how hippy staked the footings out we did meet the correct elevation from top of footing with our seco 12/30/2025 2566 - DYLAN Attached Images/Documents 12/30/2025 9091 - NIC LOPEZ Attached Images/Documents 12/31/2025 2566 - DYLAN Attached Images/Documents 01/05/2026 2566 - DYLAN Attached Images/Documents 01/06/2026 2566 - DYLAN Attached Images/Documents 01/07/2026 2566 - DYLAN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 6 indicates Selection Choice Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:3 Company Note: Inspector Note:So when we were digging out the stadium continues footing between the north and west buildings the layer of soil that was a load bearing approved materiel per the geo was 1-2 feet lower then most of the other areas. Which this day we had 2 6 in lifts done across the total dig Two 9x9x1ft 40x7x1 continues footing between 15x7x1 All footings were built with an extra foot on each side for a stable build for the footing to be built on per cascade central. We still had to add materiel on the footing for the next lifts the next day. Tony had time removing excess unsuitable materiel off the build area into the stockpile.1.5 hours 01/08/2026 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:This was a portion of the 8x8x1 north east pad of the stage spread footing that needed to be over excavated and out with the over excavatio down the continuous footing 4.5 ft wide x5 ft native load bearing soil was 1571.3 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 7 indicates Selection Choice 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:4 Company Note: Inspector Note:9x9x.5ft 9x9x2ft 40ftx7x1 15x7x2 ft All of this was the next few lifts on the continuous footing from north building to the west building. Tony had 3 hours moving the rest of the materiel as well as bringing bedding from the stockpile over to the bedding box 01/12/2026 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:Excavated footing on the new location of the stage, We had to over excavate the entire footing area The spread footings that were 7x6 had to be over excavated including the concrete forms Making the base for the footing a 9.5 squared. And the continues footing that was 2.5 width was over built for forms at 4.5. Footing builds 9.5x9.5x3ft 4.5x9x2ft 9.5x9.5x2ft 10x4.5x2ft 9ftx4.5x3ft 9.5x9.5x2.5ft 8ftx4.6x3ft 9.5x9.5x1.6 All built of in 6 in lifts with base course Time includes loader operator and removal of excess spoils. To stock pile. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 8 indicates Selection Choice 01/13/2026 2566 - DYLAN Attached Images/Documents 01/14/2026 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:1 Company Note: Inspector Note:North footing of the west building up until the northwest corner of the building. 36 foot long by 2 foot builds by 4.5 feet wide built up in 6 inch lifts 01/15/2026 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:1 Company Note: Inspector Note:We finished 36 ft build up with base course at 4.5 ft wide with a 1.2 build on the northside of the west building all the way to the nw corner We then started over at the stadium pad footing with plinths on the northside side of the west staircase that pad was a 8x8 so we dug out a we hit the load bearing surface at 1569.655. And had to get a 3.345 build of base course on the 9x9 stadium pad we also had the same b the continues footing that went from that spread footing Down to the center of the west building At 7 ft wide x. X4.095 01/19/2026 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 9 indicates Selection Choice 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:1 Company Note: Inspector Note:West building We over excavated a 7'x5'x4' 65'x4'x4.5 cont. 3 pad footings 4.6squared all threee were so close together we just excavated all 3 footings being so close together. 16.5' x 5.5'x4 Middle dividing footing of the west building 32'x6'x4.5 3 7x7 spread footings in the. Corral area Bearing surface area is 1569.47 so we had to build back up with 1 foot of base course so excavating with concrete forms in mind met a 9'x9 01/20/2026 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:1 Company Note: Inspector Note:Excavated 3 footings that are 7x7 at 1569.5 to build back up with 1 foot of base coarse the excavations where over dug for concrete form bo at 9x9 For the concours area for the f12 and f7 footing call outs The geo tech requested those footings be over excavated 2 feet with an approved materiel. So being so low on grade and to get the correct obvious of rock underneath the footing we are excavting footings to build up rough between 10 inches we have 7 12x8 and 2 7x7 finished Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 10 indicates Selection Choice 01/21/2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:1 Company Note: Inspector Note:Over excavated a 13x7 spread footing in the corral area and put a 1 foot lift of And over excavated a continues footing of 12'x5ftx2' from 1569.5 built back up with base course to 1571.5 Another crew finished over extinguished the interior pad footings in the concourse for when we do place materiel in there we already have o over excavated 2 ft minimum of rock underneath the footings. 01/22/2026 2566 - DYLAN Bear testing was on site testing concrete on this day so we went ahead and had them proof roll the north buildings first lift. I do believe it is g be easing placing conduit on the 1.5 ft minus from finish and backfill the remainder of the build8ng after the plumbing and elenctrical is inst 01/26/2026 2566 - DYLAN Attached Images/Documents 01/28/2026 9091 - NIC LOPEZ Attached Images/Documents 01/29/2026 2566 - DYLAN Attached Images/Documents 02/02/2026 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 11 indicates Selection Choice 02/06/2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:6 Company Note: Inspector Note:Bladed of the concourse at a 1577.0 elevation so when we build up the area that below footings are all even with a two foot build of structu compacted fill below foot8ngs. This Weill save over excavating time when comes time to dig out footings on the concourse grade. 02/06/2026 9093 - RYAN PARTHEMER Attached Images/Documents 02/07/2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:6 Company Note: Inspector Note:We over excavated 4 footing locations on the existing grade in the concourse f7 footing call outs the geo determined on Friday these footi had a tremendous load and on top of the over extinguished the two feet minus below footing he wanted these footings to be built 2 feet wid each side and down to a stable bearing layer which was 1571.4 and existing grade is 1576.7 4 holes 11x11x5.3' compacted 1 foot lifts in structural fill. 02/09/2026 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 12 indicates Selection Choice 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:4 Company Note: Inspector Note:. The geo engineer determined The soft spots needed to be removed to build on top of We had one at 65'x12' from 1574.21 back to the exhisting grade of 1576..5 this was behind the east bathrooms on the concourse deck close the stadium wall 113tn 66.44cu yds We then over excavated. A second and third muck spot in a location going out the west stairs with a cut of materiel split up into two separat depths. 38x20 starting bearing surface elevation starting at 1574.568 This area was at the top of the stairwell covering a surface area 51'x16 down to1572.566 this was at the bas of the stairwell heading out towards the west alongside the south side of the west bathroom 02/10/2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:4 Company Note: Inspector Note:38x 20x 2.5' soft muck area was backfilled from the over excavation the previous day 1574.568to 1576.670 70 cy 119.6 A second spot was at the ada west ramp was at 51'x16'x2.6' up past the stairway to the deeper overexcavation of muck. 1572.566 to1575.037 71.93 42.31 2 separate 11x11x2.5 1571.5 bearing surface to top of exhisting grade prior to the muck spot which was 1576.5. f7 footing pads 30.47 17.9 02/11/2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:4 Company Note: Inspector Note:Qty 7 11x16 ftg holes with a 1.5build 50x11 x1.5 2 11x16x4' 2 11x16x2 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 13 indicates Selection Choice 02/12/2026 2566 - DYLAN Attached Images/Documents 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:3 Company Note: Inspector Note:Ran into some issues with bear passing off our established subgrade from previous exhisting grade. We over excavated the area 5x5x2 1574.2 3.15 ton 1.85cy 18x10x4' 1572.44. 45.33tn 26.67 9x7x 3.5 1573.11 13.88tn 8.17cy 19x20x3.5 1573.11 83.74 ton 49.26 cu yds 20x10x3.5 1573.06 44.07tn 25.93 curds 7x15x1574.3 13.22tn 7.78 curds 6x10x4 1572.75 15.11tn 8.89 cu yds 02/13/2026 2566 - DYLAN 98-005 T&M: Overexc. & Rock Placement Footings 0.000 TN Slot:2 Company Note: Inspector Note:75x32 feet that was over excavated beginning elevation was 1576.80 this area as mucked out at 1575.95 to get rid of that muddy soft surfac non yielding surface 75.56 cy 128.4 tons 02/16/2026 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 10/6/2025 and 3/4/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/04/2026 18:50:27 Page 14 indicates Selection Choice 02/23/2026 2566 - DYLAN Attached Images/Documents 02/24/2026 2566 - DYLAN Attached Images/Documents 02/27/2026 2566 - DYLAN Attached Images/Documents 03/02/2026 2566 - DYLAN Attached Images/Documents NOTE: Filters in effect: Dates >= 10/06/2025 and Dates <= 03/04/2026. All Foremen. Print : Working Conditions. Print : Daily Diary Notes. Print : Cost Code Notes. All Note Indexes. Cost Code = 98-005. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:26 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 1 Date: 01/29/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 81.000 2566 DYLAN BROWN 310 2.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 2582 RANDY RAMOS 210 2.00 0.00 0.00 2533 WILLIAM GREEN 350 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 1.00 0.00 0.00 Labor Totals: Hours - 5.0 Equip Totals: Hours - 2.0 Cost Code Notes: Slot:5 Company Note: Indexes: Inspector Note:Brought in materiel and placed structural fill in hard scape areas northside of the north build from the east side of the clean out closest to the concessions building to the east And the sewer run that runs parallel to the north side of the east building Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:26 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 2 Date: 02/02/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2533 WILLIAM GREEN 350 0.50 0.00 0.00 LD363 2012 CAT 930H Loader 0.50 0.00 0.00 Labor Totals: Hours - 0.5 Equip Totals: Hours - 0.5 Date: 02/03/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 2.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 2533 WILLIAM GREEN 210 1.00 0.00 0.00 2533 WILLIAM GREEN 350 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 1.00 0.00 0.00 Labor Totals: Hours - 4.0 Equip Totals: Hours - 2.0 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:30 x5x3.5 ft conduit bank running down the center of the east building 4 4 in conduits built up in 3 lifts compacted with the heavy duty diesel plate Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:27 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 3 Date: 02/10/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 0.50 0.50 0.00 BH356 2021 Kubota Exc 0.50 0.00 0.00 2582 RANDY RAMOS 210 1.00 0.00 0.00 2533 WILLIAM GREEN 350 0.50 0.00 0.00 RLD409 950 Loader 0.50 0.00 0.00 Labor Totals: Hours - 2.5 Equip Totals: Hours - 1.0 Date: 02/12/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2559 TUCKER SLABACH 350 3.00 0.00 0.00 LD363 2012 CAT 930H Loader 3.00 0.00 0.00 2541 PARKER BERMAN 310 2.00 1.00 0.00 RBH440 JOHN DEER MINI EXCAVATO 3.00 0.00 0.00 Labor Totals: Hours - 6.0 Equip Totals: Hours - 6.0 Cost Code Notes: Slot:8 Company Note: Indexes: Inspector Note:Export of spoils pile for 109 feet of open excavation conduit bank Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:27 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 4 Date: 02/13/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2533 WILLIAM GREEN 350 0.00 1.00 0.00 RLD409 950 Loader 1.00 0.00 0.00 Labor Totals: Hours - 1.0 Equip Totals: Hours - 1.0 Cost Code Notes: Slot:7 Company Note: Indexes: Inspector Note:Export of unsuitable backfill materiel from the east building bathroom 109 feet of conduit trench Date: 02/16/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2533 WILLIAM GREEN 210 1.00 0.00 0.00 FB323 2024 RAM 3500 Flatbed 1.00 0.00 0.00 2541 PARKER BERMAN 310 1.00 0.00 0.00 RBH440 JOHN DEER MINI EXCAVATO 0.50 0.00 0.00 BH354 2021 Komatsu PC238 Exc 0.50 0.00 0.00 2541 PARKER BERMAN 210 0.50 0.00 0.00 Labor Totals: Hours - 2.5 Equip Totals: Hours - 2.0 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:27 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 5 Cost Code Notes: Slot:6 Company Note: Indexes: Inspector Note:Excavate spoils out of east building utility closet sleeves that come underneath the footing and sweep up into the utility closet. Date: 02/17/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2545 JESUS LOPEZ 240 2.00 0.00 0.00 1136 JASON TORRES VARGAS 310 2.00 0.00 0.00 BH335 2015 Komatsu PC138 Exc(Yak) 2.00 0.00 0.00 2559 TUCKER SLABACH 210 1.00 0.00 0.00 2559 TUCKER SLABACH 350 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 1.00 0.00 0.00 Labor Totals: Hours - 6.0 Equip Totals: Hours - 3.0 Date: 02/18/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2545 JESUS LOPEZ 240 5.00 0.00 0.00 1136 JASON TORRES VARGAS 310 5.00 0.00 0.00 BH335 2015 Komatsu PC138 Exc(Yak) 5.00 0.00 0.00 Labor Totals: Hours - 10.0 Equip Totals: Hours - 5.0 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:27 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 6 Date: 02/19/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2582 RANDY RAMOS 210 2.00 0.00 0.00 2533 WILLIAM GREEN 350 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 1.00 0.00 0.00 2533 WILLIAM GREEN 310 1.00 0.00 0.00 BH335 2015 Komatsu PC138 Exc(Yak) 1.00 0.00 0.00 2541 PARKER BERMAN 310 2.75 0.00 0.00 RBH440 JOHN DEER MINI EXCAVATO 2.75 0.00 0.00 Labor Totals: Hours - 6.7 Equip Totals: Hours - 4.7 Cost Code Notes: Slot:5 Company Note: Indexes: Inspector Note:Started backfilling all the spoils the conduit banks trenched through the east bathroom east side 15x33 Starting elevation was 1575.6 finish subgrade elevation is 1576.83 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:27 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 7 Date: 02/20/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2533 WILLIAM GREEN 350 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 1.00 0.00 0.00 2533 WILLIAM GREEN 210 2.00 0.00 0.00 2541 PARKER BERMAN 310 0.50 1.50 0.00 BH354 2021 Komatsu PC238 Exc 2.00 0.00 0.00 2541 PARKER BERMAN 210 0.00 1.00 0.00 Labor Totals: Hours - 6.0 Equip Totals: Hours - 3.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 34.280 34.280 Cost Code Notes: Slot:5 Company Note: Indexes: Inspector Note:Started backfilling all the spoils the conduit banks trenched through the east bathroom east side 15x33 Starting elevation was 1575.6 finish subgrade elevation is 1576.83 Adjusted elevation for pipe bedding to cover mainly 1- inch conduits as well as the footing edges were not backfilled since the numerous electrical sleeves coming out of the cmu wall were on a separate cost code for footing backfill. Compacted area Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:27 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 8 Date: 02/25/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 1.00 0.00 0.00 2582 RANDY RAMOS 210 2.00 0.00 0.00 2533 WILLIAM GREEN 350 1.50 0.00 0.00 LD363 2012 CAT 930H Loader 1.50 0.00 0.00 2533 WILLIAM GREEN 210 0.50 0.00 0.00 2541 PARKER BERMAN 310 2.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 2.00 0.00 0.00 Labor Totals: Hours - 7.0 Equip Totals: Hours - 3.5 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 56.190 56.190 Cost Code Notes: Slot:4 Company Note: Indexes: Inspector Note:Backfilled the west half of the east restroom utility conduit runs with structural fill since the trench materiel was not suitable.17ftx35 ft from top of footing height 1575.5 to subgrade 1576.92 We had to remove out materiel across the whole building pad for all the conduits coming in All directions to the power utility room. 56.19 tns 33.06cy Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:28 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 9 Date: 02/26/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2545 JESUS LOPEZ 240 1.00 0.00 0.00 2545 JESUS LOPEZ 350 2.00 0.00 0.00 RLD409 950 Loader 2.00 0.00 0.00 1136 JASON TORRES VARGAS 310 2.00 0.00 0.00 BH391 2024 Kubota Mini Excavator 2.00 0.00 0.00 Labor Totals: Hours - 5.0 Equip Totals: Hours - 4.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 62.810 62.810 Cost Code Notes: Slot:4 Company Note: Indexes: Inspector Note:Grid line 7 from grid line a to just north of grid line 6 Across the western most slab from the west Ada ramp to across the west side of the west bathroom water service line 95ftx3 feet 1571.8 finish 1576 3.5 feet to finish subgrade 62.81 tons 36.97cy Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:28 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 10 Date: 02/27/2026 Foreman: 2566 Shift: 1 Time Card: Production Quantities: 0.000 2566 DYLAN BROWN 810 0.00 0.50 0.00 2545 JESUS LOPEZ 350 2.00 0.00 0.00 RLD409 950 Loader 2.00 0.00 0.00 1136 JASON TORRES VARGAS 310 2.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 2.00 0.00 0.00 Labor Totals: Hours - 4.5 Equip Totals: Hours - 4.0 Matl-Sub-Exp: Matl-Sub-Exp Description Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 70.960 70.960 Cost Code Notes: Slot:3 Company Note: Indexes: Inspector Note:Trench backfill in a hardscape area starting elevation of trench is 1573.5 built back up with 57 ft long 3.5 ft wide x4 ft 43.96 ton 25.86 cy East Ada ramp where the water runs under the side walk down grid line 1and k to grid line 1 and h Grid line f and north of grid line 1 to west of grid line d and north of grid line 1 the slab on the northside of the bar building 35ftx3.5x3.5 27tn 15.88cy Total cubic yards is 41.74 Total tns is70.96 Total Production Quantity: 81.000 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:28 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 11 Totals by individual items: Employees: 1136 JASON TORRES VARGAS 310 11.00 0.00 0.00 2533 WILLIAM GREEN 350 / 210 / 31 12.00 1.00 0.00 2541 PARKER BERMAN 310 / 210 8.75 3.50 0.00 2545 JESUS LOPEZ 240 / 350 12.00 0.00 0.00 2559 TUCKER SLABACH 350 / 210 5.00 0.00 0.00 2566 DYLAN BROWN 310 / 810 5.50 1.00 0.00 2582 RANDY RAMOS 210 7.00 0.00 0.00 Totals:61.25 5.50 0.00 Equipment: BH335 2015 Komatsu PC138 Exc(Y 8.00 0.00 0.00 BH354 2021 Komatsu PC238 Exc 8.50 0.00 0.00 BH356 2021 Kubota Exc 0.50 0.00 0.00 BH391 2024 Kubota Mini Excavator 2.00 0.00 0.00 FB323 2024 RAM 3500 Flatbed 1.00 0.00 0.00 LD363 2012 CAT 930H Loader 10.00 0.00 0.00 RBH440 JOHN DEER MINI EXCAVA 6.25 0.00 0.00 RLD409 950 Loader 5.50 0.00 0.00 Totals:41.75 0.00 0.00 Materials:Cost Type Units Received Used 2MFILL Fill Material Purchase & Deliv M TN 224.240 224.240 Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Cost Code Review Cost Code: 98-021 T&M: Trench Backfill Hardscape Ar Code Description Class Reg. Hours OT Hours Other Hours Printed on: 03/16/2026 13:44:28 x__________________________________________ Date: ______________ Attendance/Non-Use Codes included in Hours: None / None Page 12 Subcontracts:Cost Type Units Received Used Supplies:Cost Type Units Received Used Misc 1:Cost Type Units Received Used Misc 2:Cost Type Units Received Used Misc 3:Cost Type Units Received Used NOTE: Filters in effect: All Foremen. Cost Code = 98-021. Dates >= 12/01/2025 and Dates <= 03/16/2026. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:43 Page 1 indicates Selection Choice 12/02/2025 2566 - DYLAN Attached Images/Documents 12/11/2025 2566 - DYLAN Attached Images/Documents 12/11/2025 9091 - NIC LOPEZ Attached Images/Documents 12/14/2025 2566 - DYLAN Attached Images/Documents 12/15/2025 2566 - DYLAN Dealing with adverse weather all week. Parker was absent from work on this day. 12/16/2025 2566 - DYLAN Attached Images/Documents 12/16/2025 9091 - NIC LOPEZ Attached Images/Documents 12/17/2025 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:43 Page 2 indicates Selection Choice 12/18/2025 2566 - DYLAN Site was wet and rainy. Time dedicated to ensuring the site was protected. Parker was 30 min late today said his alarm never went off. We also called it a day at 1 pm due to the adverse weather we were getting 12/22/2025 2566 - DYLAN Attached Images/Documents 12/30/2025 2566 - DYLAN Attached Images/Documents 12/30/2025 9091 - NIC LOPEZ Attached Images/Documents 12/31/2025 2566 - DYLAN Attached Images/Documents 01/05/2026 2566 - DYLAN Attached Images/Documents 01/06/2026 2566 - DYLAN Attached Images/Documents 01/07/2026 2566 - DYLAN Attached Images/Documents 01/08/2026 2566 - DYLAN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:44 Page 3 indicates Selection Choice Attached Images/Documents 01/12/2026 2566 - DYLAN Attached Images/Documents 01/13/2026 2566 - DYLAN Attached Images/Documents 01/14/2026 2566 - DYLAN Attached Images/Documents 01/15/2026 2566 - DYLAN Attached Images/Documents 01/19/2026 2566 - DYLAN Attached Images/Documents 01/20/2026 2566 - DYLAN Attached Images/Documents 01/22/2026 2566 - DYLAN Bear testing was on site testing concrete on this day so we went ahead and had them proof roll the north buildings first lift. I do believe it is gonn be easing placing conduit on the 1.5 ft minus from finish and backfill the remainder of the build8ng after the plumbing and elenctrical is installed 01/26/2026 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:44 Page 4 indicates Selection Choice 01/28/2026 9091 - NIC LOPEZ Attached Images/Documents 01/29/2026 2566 - DYLAN Attached Images/Documents 98-021 T&M: Trench Backfill Hardscape Areas 81.000 Slot:5 Company Note: Inspector Note:Brought in materiel and placed structural fill in hard scape areas northside of the north build from the east side of the clean out closest to the concessions building to the east And the sewer run that runs parallel to the north side of the east building 02/02/2026 2566 - DYLAN Attached Images/Documents 02/03/2026 2566 - DYLAN 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:3 Company Note: Inspector Note:30 x5x3.5 ft conduit bank running down the center of the east building 4 4 in conduits built up in 3 lifts compacted with the heavy duty diesel plate 02/06/2026 9093 - RYAN PARTHEMER Attached Images/Documents 02/09/2026 2566 - DYLAN Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:44 Page 5 indicates Selection Choice Attached Images/Documents 02/12/2026 2566 - DYLAN Attached Images/Documents 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:8 Company Note: Inspector Note:Export of spoils pile for 109 feet of open excavation conduit bank 02/13/2026 2566 - DYLAN 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:7 Company Note: Inspector Note:Export of unsuitable backfill materiel from the east building bathroom 109 feet of conduit trench 02/16/2026 2566 - DYLAN Attached Images/Documents 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:6 Company Note: Inspector Note:Excavate spoils out of east building utility closet sleeves that come underneath the footing and sweep up into the utility closet. Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:45 Page 6 indicates Selection Choice 02/19/2026 2566 - DYLAN 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:5 Company Note: Inspector Note:Started backfilling all the spoils the conduit banks trenched through the east bathroom east side 15x33 Starting elevation was 1575.6 finish subgrade elevation is 1576.83 02/20/2026 2566 - DYLAN 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:5 Company Note: Inspector Note:Started backfilling all the spoils the conduit banks trenched through the east bathroom east side 15x33 Starting elevation was 1575.6 finish subgrade elevation is 1576.83 Adjusted elevation for pipe bedding to cover mainly 1- inch conduits as well as the footing edges were not backfilled since the numerous electrical sleeves coming out of the cmu wall were on a separate cost code for footing backfill. Compacted area 02/23/2026 2566 - DYLAN Attached Images/Documents 02/24/2026 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:45 Page 7 indicates Selection Choice 02/25/2026 2566 - DYLAN 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:4 Company Note: Inspector Note:Backfilled the west half of the east restroom utility conduit runs with structural fill since the trench materiel was not suitable.17ftx35 ft from top of footing height 1575.5 to subgrade 1576.92 We had to remove out materiel across the whole building pad for all the conduits coming in All directions to the power utility room. 56.19 tns 33.06cy 02/26/2026 2566 - DYLAN 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:4 Company Note: Inspector Note:Grid line 7 from grid line a to just north of grid line 6 Across the western most slab from the west Ada ramp to across the west side of the west bathroom water service line 95ftx3 feet 1571.8 finish 1576 3.5 feet to finish subgrade 62.81 tons 36.97cy 02/27/2026 2566 - DYLAN Attached Images/Documents Selland Construction Prevailing Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 Diary and Cost Code Notes and Indexes / Working Conditions Print records for all Diary and/or Cost Code Note Entries between 12/1/2025 and 3/16/2026 Date Foreman Cost Code Note Index Codes A Bolded Note Index Code with Asterisks Printed on: 03/16/2026 13:49:46 Page 8 indicates Selection Choice 98-021 T&M: Trench Backfill Hardscape Areas 0.000 Slot:3 Company Note: Inspector Note:Trench backfill in a hardscape area starting elevation of trench is 1573.5 built back up with 57 ft long 3.5 ft wide x4 ft 43.96 ton 25.86 cy East Ada ramp where the water runs under the side walk down grid line 1and k to grid line 1 and h Grid line f and north of grid line 1 to west of grid line d and north of grid line 1 the slab on the northside of the bar building 35ftx3.5x3.5 27tn 15.88cy Total cubic yards is 41.74 Total tns is70.96 03/02/2026 2566 - DYLAN Attached Images/Documents 03/09/2026 2566 - DYLAN Attached Images/Documents 03/16/2026 2566 - DYLAN Attached Images/Documents NOTE: Filters in effect: Dates >= 12/01/2025 and Dates <= 03/16/2026. All Foremen. Print : Working Conditions. Print : Daily Diary Notes. Print : Cost Code Notes. All Note Indexes. Cost Code = 98-021. Employee If Selland COYYStY'11CtYOY11 Inc. STARTTIMESTOPTIME Employee Name DATE (S) (F) (W) (TH) (F) (SA) '.>EQUIPMENT: < _'. EOUIPMENTNOURS' LORE JOBNAME GHASF MURIALHAULED LOADS PAYMTE NOUN TAL TRACTOR TRAILER DRIVING DOWN TIME -� d> JYCC ✓� 51 Y -77 Uy'II�'I TOTAL L Beginning Odometer I " � Gallonsof Fuel: On -Hwy_ Off -Hwy_ Ending Odometer Accident: Yes_ No_ If Accident wasTruck/Trailer Loaded: Yes_ No Foreman Approval Employee# � I 0 Selland Construction, Inc. Employee Name (ice' Beginning Odometer_ Gallonsof Fuel: On -Hwy. Off -Hwy — Ending Odom Accident: Yes_ No_ If Accident was Truck/Trailer Loaded: Yes_ Na STARTTIME j�" �^ )rOPTIME bv\l Employee Signature _ — 4 WN 1 twl Foreman Approval ys 4� Employee # ►Se�. and Construction, Inc. STARTTIME STOP TIME Employee Name a r rCARD. G PATE (S) (T) (W) (TH) (F) (SA) EQt1I MEN7 '..1QUlFMENT,HOURS, !OR # JOB NAME PHASE MATERIAL HAULED LOADS PAYRATE TOTAL HOURS TRACTOR TRAILER DRIVING DTOME }� 3 1 1 Y 1 i 1 - t; w: q. C TOTAL 1p Beginning Odometer 77 q-2 Gallons of Fuel: On -Hwy �• �yOfF-Hwy Ending Odometer 11 C4 qS0 Accident: Yes No _ C Comments: Employee Signature CAS _ If Accident was Truck/Trailer Loaded: Yes No `7< Foreman Approval �r_ Employee• 7-9-1 Selland Construction, Inc. STABTTIME 6, q5 STOPTIME L ' DRIVEIt'SDAILYTIVLF, CARD D Beginning Odometer �� 9� +O i0.8 1 Gallons of Fuel: On -Hwy 3o. Off -Hwy _ Ending Odometer i % S 160 Accident: Yes_ No I(— If Accident was Truck/Trailer Loaded: Yes No Employee Signature ee&. ' Foreman Approval Employ,,# -Selland Construction, Inc. STARTTIME"?.3o STOPTIME5V06 CO � t a Employee Name 1 1 A 6 A(; DATE 7 _. (S) (09 (T) (W) (TH) (F) (5A) ':i EQUIPMENT ^ -'. EQUIPMENTHOURS' JOB# JOB NAME PHASE MATERIAL HAULED LOADS PAYRATE HOURS TRACTOR TRAILER DRIVING OWN TIME ZSfb �la �2o sk r 4 O Ire f !' '� 8 j1f336 iG3o3 ,l 3C o c-a.ke I . I _ ` TOTAL 1:130 e'i Beginning Odometer J7S Gallons of Fuel: On-HWYOff-Hwy Ending Odometer_ 75Z Accident: Yes_ No_"4— Employee signature &�-- )VeA8 If Accident was Truck/railer Loaded: Yes_ No>� Foreman Approval Employee# ZSamo�1a Co J Selland Construction, Inc. STARTTIME 5't1b STOPTIME 5'3C) �//" Employee Name - , , , , -3? 5 L68-r;ef.0 Beginning Odometer Gallons of Fuel: On -Hwy Ll.tO off -Hwy_ Ending Odometer'/i1 q % Z Accident: Yes_ No K If Accident was Truck/Trailer Loaded: Yes_ No x Employee Signature Wes'-- /I(� Foreman Approval 9a Employee# ZsSelland Construction, Inc. Employee Name We- AV, d _._ -j /h4k /7.6 (S) (M) (T) (M (TH) (F) JOB R JOB NAME Beginning Odometer 7 (.1'% f tZ- Ending Odometer 37 S 66 $ Accident: Yes_ No9<1 Employee Signature � �II l MATERIALNAULED a.r Jobe. LOADS Gallons of Fuel: On -Hwy 1_6 Off -Hwy If Accident was Truck/Trailer Loaded: Yes__ No x STABTTIME 6TO 5TOPTIME 6'-00 Foreman Approval TRACTOR I MAILER I DRIVING DOWN TIME N336 5V3d3 ,t0,'; Employee# Z590 Selland Construction, Inc. STABTTIME 4 •6O SfOPTIME 5100 Employee Name v7f,6, DRIVER'S DAILY TIME CARD a JOB# J09NAME ' PHASE MATERIALMAULED LOADS WARMHOURS TOTAL TRACTOR TRAILER DRIVING DOWNTIME --- GReaSr A., -- 1 $_i Beginning Odometer-3%56619 Gallonsof Fuel: On -Hwy, IS Off -Hwy Ending Odometer 37546? Accident: Yes_ No )!, If Accident was Truck/Tmiler Loaded: Yes_ No Employee Signature � 1�-', Foreman Approval Employee k C Selland Construction, Inc. Employee Name _ _ r Beginning Odometer I Gallons of Fuel: On -Hwy_ Off - Hwy -Ending Odometer 1 Accident: Yes_ No If Accident wasTruck/Trailer Loaded: Yes No STAPTTIMEJAJ.1 STOP TIME a'IZ lJAA-ZM P �M Employee Signatum a✓ � Foreman Approval Employee# Selland Construction, Inc. Employee Name 'MfftPvjq Beginning Odometer 1�YVy" Gallons of Fuel: On -Hwy Off -Hwy Ending Odometer ��� Accident: Yes_ No STARTTIME-77LIM STOPTIME1�' l i" r" If Accident was TruckRailer Loaded: Yes_ No_ Employee signature 1 4 ( �U j—VV � Foreman Approval Employee B Employee Name DATE (5) (M) (T) (W) (TH) (F) (SA) JOBF I JOB NAME Beginning Odometer 6I Ending Odometer f%' 4 Accident: Yes_ No elland Construction, Inc. STARTTIME tl').(X 5TOPTIME t' Yf^� MATERIALMAULED LOADS RAYRATE TOTAL TRACTOR TRAILER DRIVING DOWN HOURS TIME IPA 1 h TOTAL Gallonsof Fuel: On -Hwy— Off -Hwy_ If Accident was TrucklTrailer Loaded: Yes_ No_ Foreman Approval Employee# . — 1-10 a _ I j Selland Construction, Inc. STARTTIME STOPTIME,: 1� �M #i#s �i�t �� DRIVER'S DAILY 17b1E CARD C�di•�rr+l►.rr. -.. IN tr•.� �._a�ls JL_ 1. ..:EQUIPMENT-I.EQUIPMENTHOURS JOB# JOBNAME PHASE MATEMALHAULED LOADS PAYRATE TOTAL HOURS TRACTOR TRAILER DRIVING OWE r sP, a• 1 r� IT � Y+ 5 4t _ J e W Beginning OdomenH3 Or' Ending OdometeriD per% lT Accident: Yes_ No_ Employee Signature OWYW f'}�,,�-Q � L�,} `� TOTAL 'j `-Gallolns of Fuel: On-HWY iL oOff-Hwy If Accident was Truck/ Trailer Loaded: Yes_ No_ Foreman Approval Employee# /. ✓` /-p Selland Construction, Inc.STARTTIME-21, CID STOPTIME S 1 C Employee Name DATE (5) (M) (T)(4t ) (TH) (F) (SA) •; EQIAP.MENT-': ';:EQWPMENTNUU05' JOB£ JOB NAME � PNASE MATERIALNAULED LOADS AAYRAT£ HOURS TRACTOR TAAAER DRIVING �M Beginning Odometer Ending Odometer Accident: Yes_ No Employee S Gallonsof Fuel: On -Hwy— Off -Hwy If Accidentwas Truck/Trailer Loaded: Yes TOTAL f.': -. F.L.1': No Foreman Approval Employeell—QS110Selland Construction, Inc. STARTTIME / ' OD STOPTIME'S` LV Employee Name I 1n5f f/L ( AJ-J 4 DAT�E._., 3- r-) 3 r c�CP (5) l(114 (T) (W) (TH) (F) (SA) EQUIPMENT I EQUIPMENTHOURS JOB# JJOBBNNAMME PHASE MATERIALH'AAULL'EDD LOADS PAYRATE TOTAL OURS TRACTOR TRAILER DRIVING DOWN TIME �r V �/"Y VV • �NLW� a Beginning Odometer Ending Odometer Accident: Yes No Gallons of Fuel: On -Hwy Off -Hwy If Accident was Truck(Trailer Loaded: Yes TOTAL No Employee Signature Foreman Approval Invoice Date 12/31/2025 Invoice # 2614 Bill To Selland Construction Inc 1285 S Wenatchee Ave Wenatchee, WA 98807 Thayer Excavating, LLC 2131 Riverbottom Rd Ellensburg, WA 98926 P.O. No. Cascade Central Ro... Terms Project (509) 925-5457 thayerexcavatingllc@gmail.com Total Subtotal Sales Tax (8.4%) DBA Riverbottom Rock Description Quantity Rate Amount 2-4" Quarry Spalls 11/4/25 49.67 16.00 794.72 2-4" Quarry Spalls 12/2/25 71.15 16.00 1,138.40 1 1/4"- Base Course 12/12/25 26.36 16.00 421.76 1 1/4"- Base Course 12/15/25 103.77 16.00 1,660.32 2-4" Quarry Spalls 12/16/25 23.23 16.00 371.68 1 1/4"- Base Course 12/17/25 76.44 16.00 1,223.04 1 1/4"- Base Course 12/22/25 51.41 16.00 822.56 1 1/4"- Base Course 12/29/25 24.99 16.00 399.84 5/8- Top Course 12/29/25 51.52 16.00 824.32 2-4" Quarry Spalls 12/29/25 23.61 16.00 377.76 2-4" Quarry Spalls 12/31/25 71.45 16.00 1,143.20 4-10"Minus 12/31/25 127.04 11.00 1,397.44 TERMS: Cash. A late payment charge of up to 1.5% per month from the date of invoice. WHICH IS A TRUE ANNUAL RATE OF 18% will be paid by the customer on the unpaid balance. If applicable state laws require a lessor charge, the max rate will apply. If Thayer Excavating LLC is required to place this invoice in the hands of an attorney for collection, the customer promises to pay seller's reasonable attorney fees and collection costs even though no suit or action is filed hereon. If a suit or action is brought to collect all or any part of the invoice balance the amount of such reasonable attorney's fees shall be fixed by the court which the suit or action, including any appeal therein, is tried, heard or decided.$10,575.04 $10,575.04 $0.00 Invoice Date 1/31/2026 Invoice # 2646 Bill To Selland Construction Inc 1285 S Wenatchee Ave Wenatchee, WA 98807 Thayer Excavating, LLC 2131 Riverbottom Rd Ellensburg, WA 98926 P.O. No. 2550-30 Terms Project (509) 925-5457 thayerexcavatingllc@gmail.com Total Subtotal Sales Tax (8.4%) DBA Riverbottom Rock Description Quantity Rate Amount 2" Minus 1/5/26 24.69 11.00 271.59 2-4" Quarry Spalls 1/5/26 49.98 16.00 799.68 4-10" Minus 1/5/26 50.7 11.00 557.70 5/8- Top Course 1/7/26 76.18 16.00 1,218.88 1 1/4"- Base Course 1/7/26 101.95 16.00 1,631.20 1 1/4"- Base Course 1/8/26 25.95 16.00 415.20 2" Minus 1/8/26 25.65 11.00 282.15 2-4" Quarry Spalls 1/8/26 198.1 16.00 3,169.60 2" Minus 1-12-26 62.96 11.00 692.56 1 1/4"- Base Course 1-12-26 87.59 16.00 1,401.44 5/8- Top Course 1-13-26 32.15 16.00 514.40 1 1/4"- Base Course 1-13-26 63.95 16.00 1,023.20 2-4" Quarry Spalls 1-13-26 31.85 16.00 509.60 2" Minus 1-14-26 179.46 11.00 1,974.06 2-4" Quarry Spalls 1-15-26 49.09 16.00 785.44 1 1/4"- Base Course 1-15-26 111.32 16.00 1,781.12 2" Minus 1-15-26 346.13 11.00 3,807.43 1 1/4"- Base Course 1-19-26 233.92 16.00 3,742.72 Hauling Pea Gravel 1-26-26 3 170.00 510.00 2" Minus 1-29-26 50.47 11.00 555.17 2-4" Quarry Spalls 1-30-26 97.13 16.00 1,554.08 2" Minus 1-30-26 264.23 11.00 2,906.53 TERMS: Cash. A late payment charge of up to 1.5% per month from the date of invoice. WHICH IS A TRUE ANNUAL RATE OF 18% will be paid by the customer on the unpaid balance. If applicable state laws require a lessor charge, the max rate will apply. If Thayer Excavating LLC is required to place this invoice in the hands of an attorney for collection, the customer promises to pay seller's reasonable attorney fees and collection costs even though no suit or action is filed hereon. If a suit or action is brought to collect all or any part of the invoice balance the amount of such reasonable attorney's fees shall be fixed by the court which the suit or action, including any appeal therein, is tried, heard or decided.$30,103.75 $30,103.75 $0.00 71.78 TN Base Bid 107.68 TN Ftg. Str Fill Invoice Date 2/28/2026 Invoice # 2667 Bill To Selland Construction Inc 1285 S Wenatchee Ave Wenatchee, WA 98807 Thayer Excavating, LLC 2131 Riverbottom Rd Ellensburg, WA 98926 P.O. No. 2550-30 Terms Project (509) 925-5457 thayerexcavatingllc@gmail.com Total Subtotal Sales Tax (8.6%) DBA Riverbottom Rock Description Quantity Rate Amount 2-4" Quarry Spalls 2-3-26 232.98 16.00 3,727.68 2" Minus 2-4-26 205.9 11.00 2,264.90 2" Minus 2-6-26 225.37 11.00 2,479.07 2-4" Quarry Spalls 2-9-26 76 16.00 1,216.00 2" Minus 2-9-26 205.04 11.00 2,255.44 1-2" Clean 2-10-26 24.07 16.00 385.12 2" Minus 2-10-26 127.28 11.00 1,400.08 2-4" Quarry Spalls 2-10-26 25.42 16.00 406.72 2" Minus 2-11-26 224.95 11.00 2,474.45 Hauling Pea Gravel 2/3/26 1 170.00 170.00 Hauling Pea Gravel 2/10/26 2 170.00 340.00 Hauling Pea Gravel 2/12/26 2 170.00 340.00 Export Spoils 2/12/26 3 170.00 510.00 2"Minus 2-12-26 528.76 11.00 5,816.36 2" Minus 2-13-26 798.09 11.00 8,778.99 2" Minus 2-16-26 681.43 11.00 7,495.73 2" Minus 2-17-26 247.11 11.00 2,718.21 2" Minus 2-18-26 601.9 11.00 6,620.90 5/8- Top Course 2-18-26 15.26 16.00 244.16 2" Minus 2-19-26 996.82 11.00 10,965.02 2-4" Quarry Spalls 2-19-26 97.85 16.00 1,565.60 2 " Minus 2-20-26 416.45 11.00 4,580.95 Side Dump Pea Gravel 2/19/26 1.5 170.00 255.00 Super Dump Pea Gravel 2/20/26 1.5 170.00 255.00 2" Minus 2-23-26 268.27 11.00 2,950.97 Hauling Pea Gravel 2-24-26 2 170.00 340.00 Hauling Pea Grave 2-25-26 3 170.00 510.00 5/8- Top Course 2-25-26 305.9 16.00 4,894.40 2-4" Quarry Spalls 2-25-26 16.15 16.00 258.40 1-2" Clean 2-25-26 40.18 16.00 642.88 TERMS: Cash. A late payment charge of up to 1.5% per month from the date of invoice. WHICH IS A TRUE ANNUAL RATE OF 18% will be paid by the customer on the unpaid balance. If applicable state laws require a lessor charge, the max rate will apply. If Thayer Excavating LLC is required to place this invoice in the hands of an attorney for collection, the customer promises to pay seller's reasonable attorney fees and collection costs even though no suit or action is filed hereon. If a suit or action is brought to collect all or any part of the invoice balance the amount of such reasonable attorney's fees shall be fixed by the court which the suit or action, including any appeal therein, is tried, heard or decided.$76,862.03 $76,862.03 $0.00 264.38 TN Base Bid 264.38 TN Ftg. Str Fill 956.12 TN Base Bid 40.70 TN Ftg. Str Fill 73.35 TN Base Bid 194.92 TN Ftg. Str Fill Thayer Excavating, LLC ABA Riverbattozn Rock 2131 Riverbottom Rd Ellensburg. WA 99925 (509)925-5457 th ayerexcavatingllc@ gma i 1. co in Bill To Selland ConstrucEion Inc 1285 S Wenatchee Ave Wenatchcc. WA g8807 RIVERBQTTQM ROCK Invoice Date Invoice V3112026 fiy' P.D. fEo. Terms Project _'S50-30 Description Quantity Rate Amount 2"1%1inus 3-2-26 94.13 11.INI 1,035,43 TERMS: Cash. A late payment charge of up to 1.5% per month from the date of invoi cc. WHICH I A TRUE ANNUAL BATE of Iwill be paid by the custontrr on the unps,d balance. If applicable stnte laws require a lessor charge. the max ratc will apply, if Thati cr Excavating LLC is required to place this invoice in the hands of an attorney for collection the customer promises to pay sellers reasonable attonicy Ices and collection costseven though no suit or action is filed herroa. If a suit or ac=ion is brought to collect all or any port of the invoice balance the amount of such rcasanable attomey's fees shall be fsxcd by the court uitich the suit or action, including any appeal therein, is tried, heard or decided Subtotal S6217.X3 Sales Tax { 8.5°�or Su.nD Total S6.217A3 ALSC Architects \\ We bring our clients’ stories to life. REQUEST FOR PROPOSAL NO: 08 Project Name: Ellensburg Rodeo Arena Completion Owner: Kittitas County Contractor: Cascade Central Construction Job Number: 2025-009 Page 1 of 9 TO: Cascade Central Construction, Contractor, please furnish your proposal for performing the changes outlined below and/or detailed on the attachments referred to: C-121 – CIVIL SITE PLAN • Revised: Concrete sidewalk areas C-131 – GRADING PLAN • Revised: Grading C-151 – UTILITY PLAN • Deleted: Frost free hydrants. • Added: Water valve at tie in to existing note 26. A-100 – OVERALL FLOOR PLAN – BEHIND THE CHUTES • Deleted: Owner provided fence • Deleted: Outer piece of curved sidewalk along fence. • Added: Sidewalk around stage A-600 – DOOR SCHEDULE – FRAME AND PANEL TYPES – Sheet not printed • Deleted: gates 265A, 265B, 265C and associated hardware. E-103 – OVERALL PLAN – BEHIND THE CHUTES – FLOOR PLAN – ELECTRICAL: • Deleted: (8) fence mount duplex receptacles opposite the stage. • Deleted: Fence receptacle annotation, “CONVENIENCE POWER, LOCATE APPROXIMATELY 20’ ON CENTER ALONG FENCE LINE”. • Deleted: Circuiting border and associated annotation, “CIRCUIT TO PANEL L3A UNLESS NOTED OTHERWISE”. • Added: Conduit raceway from Panel L3A at the stage to an area opposite the stage, near future fence location with callout to read, “PROVIDE (4)1” CO TO SERVE AS RACEWAY FOR CIRCUITS FROM PANEL L3A TO FUTURE FENCE RECEPTACLES AND LIGHT FXTURES”. E-601 – SCHEDULES – ELECTRICAL, Panel L3A Schedule: • Revised: Circuits 1, 3, 5, 7, 9, 11, 13, 15 to read, “Spare (Future Fence Rec Ckt)” with zero load. • Revised: Circuit 17 to read, “Lighting, Stage (Future Fence Ltg). ALSC Architects \\ We bring our clients’ stories to life. EL-101 – SITE PLAN – LIGHTING • Deleted: (4) Type EX light fixtures along the fence line. • Deleted: (6) Type X2 light fixtures along the fence line. • Deleted: Circuiting border and associated annotation, “CIRCUIT TO PANEL L3A, CIRCUIT 17”. ALSC Architects, P.S. By Todd Keller Date: 3/11/26 PROPOSAL: To the Owner: We propose to perform all changes described in the above request for a total ADDITION/DEDUCTION (cross out one) to the contract sum of: $ (not including Sales Tax) We have attached cost estimate detail sheets, and the foregoing amount covers all direct and indirect costs related to this proposal and to the effect of the proposal on the remainder of the project. All other provisions of the contract remain in full force and effect. We request the completion date be EXTENDED/REDUCED (cross one out) ________ calendar days because of this work. The Contractor agrees to be bound to this proposal quotation for sixty (60) days after this date. By Date Contractor RECOMMENDATION: TO: Owner, we have examined the foregoing proposal and find it to be appropriate for the request. We recommend its acceptance. ALSC Architects, P.S. By Date: PROPOSAL ACCEPTANCE: The Owner hereby accepts the foregoing proposal. This instrument, when signed below, constitutes the conditions upon which a Change Order will be issued. By Date Owner (40,664.53)FORTY THOUSAND SIX HUNDRED SIXTY-FOUR AND 00/100 DOLLARS 0 Cascade Central Construction KC Carroll 4/25/26 PROPOSAL P.O. Box 119 Wenatchee, WA. 98807-0119 Phone 509-662-7119 Fax 509-662-6380 To:PROJECT:Ellensburg Rodeo Arena Improvements Kittitas County Comissioners COP#34 205 West 5th Ave, Suite 108 DATE:April 25, 2026 Ellensburg, WA 98926 TITLE:RFP 8 BTC Scope Reduction Date DESCRIPTION QUANITITY UOM UNIT PRICE AMOUNT 4/25/2026 -1 LS 21,500.00$ ($21,500.00) -1 LS 2,183.94$ ($2,183.94) -1 LS 13,798.00$ ($13,798.00) (2,248.92) (39,730.86) 4/25/2026 0 HR 128.18$ $0.00 0 WD 925.00$ $0.00 0 HR 161.54$ $0.00 0 HR 116.25$ $0.00 0 HR 63.08$ $0.00 0 HR 119.00$ $0.00 0.00 0.00 (39,730.86) ($377.44) ($556.23) TOTAL (40,664.53) MAKE CHECKS PAYABLE TO: Cascade Central Construction, LLC P.O Box 119 Wenatchee, WA. 98807-0119 THANK YOU FOR YOUR BUSINESS! Bond Electrical Subcontractor - See attached Back-up Earthwork Subcontractor - See attached Back-up Concrete Subcontractor - See attached Back-up B&O Tax Project Engineer Schedule Impact: Subcontractor Cost General Contractor - Sub Total Subcontractor - Sub Total Cascade Central Construction Cost Project Management & Coordination Laborer Carpenter 6% Mark-up Supervision General Conditions 15% Mark-up Subtotal t P.O. Box 119 Wenatchee, WA 98807 Phone: (509)662-7119 Fax: (509)662-4465 Bid Items Quantity Unit Unit Price Amount 1 Exc & BF Light Pole Bases (1) EA 2,250.00$ ($2,250.00) 2 RFP 08 - Yard Hydrants Deduct (110) LF 175.00$ ($19,250.00) $0.00 ($21,500.00) ($21,500.00) Qualifications: Please Read Carefully 1. Washington State Sales Tax has been not been included in proposal. 2. Prevailing Wage has been accounted for in proposal. 3. 4. 5. Excludes Water System Support. 6. Exludes Construction Survey. 7. Engineering & Professional Surveying Services are Excluded. 8. 9. 10. 11. 12. 13. Any scope of work not specifically included as a line item in this proposal is excluded. 14. 15. 16. Sincerely, SELLAND CONSTRUCTION, INC. James Flowers (509) 881-0339 Actual quantities installed shall be tracked/measured and the basis of payment at the unit prices included in this proposal unless otherwise agreed. Due to global supply chain disruptions and market volatility we reserve the exclusive right to adjust our proposal for material escalation. Proposal is valid for 30 days. This proposal shall be made part of any subcontract. Total If you have any questions or need additional information with regard to our proposal please give us a call. Dust control has been provided while we are actively working the site. No permanent or sustained dust control or mitigation has been included. Fees for Utilities, County, City, Etc. are not included. Cultural Resource Services are not covered in our scope. Hazardous Materials Abatement, Removal, Handling, Disposal, etc. are not expected onsite and are therefore Excluded. Watering & Dust Control are Included for Selland's scope of work and duration only. No OT Dust Control or beyond our work. Bid Date: April 20, 2026 Ellensburg Rodeo Arena Improvements - RFP 08 COP Erosion Control Inspections, Reporting, Monitoring & Maintenance are Excluded. Stormwater Permit by others. Rock excavation (i.e. Solid Rock, Caliche, Hard Pan, Cemented Soils and/or Boulders larger than 1 Cubic Yard) have not been included. Price Negotiation will be required if these materials are encountered. Subtotal Over Excavation of Unsuitable Material has not been accounted for, price negotiation will be required if these materials are encountered. SELLAND INC. CONSTRUCTION General Contractors Page 1 of 1 Project Name:RFP-08R Project No.4/23/2026 Description: a.(4,278.00)$ b.-$ c.-$ DIRECT LABOR SUBTOTAL (4,278.00)$ d. e. (4,278.00)$ a.(9,520.43)$ b. (9,520.00)$ a.-$ b. -$ a. -$ (13,798.00)$ a. b.-$ -$ a. b. c. d.-$ -$ a.-$ -$ -$ a.0.15 % of 1 b.0.25 % of 1-7 -$ a.0.03 % of 1-8 -$ (13,798.00)$ CCC Contractor Breakdown Summary McGann Electric freight costs (itemize) 2. MATERIAL COSTS Date: Contractor Ref. No. safety (NTE 2% of lines 1a, b, & c) direct supervision (NTE 15% of 1a) Supervision: 1. CRAFT LABOR COSTS 3. EQUIPMENT COSTS NTE 15% portion of 1, 2, 3, & 4 up to $50,000 crew (apprentices, journeymen, & laborers) foreman superintendent Direct Labor Costs: 1. CRAFT LABOR COSTS Jack McGann Contractor: Ellensburg Rodeo Arena RFP 08 scope reduction McGann Electric Source Documents: Eliminate 8 receptacles along fence line, 3 (EX) fixtures, and 6 (X2) fixtures. Add 1 hand hole at future fence line for spare receptacle and lighting conduits. Delete 1 light pole base added per RFP-03. Exclusions: trenching, backfill, pole base installation. Itemize all costs on attached COP Cost Breakdown form. 2. MATERIAL COSTS 3. EQUIPMENT COSTS 4. SMALL TOOLS material costs SUBTOTAL 1 thru 4 7. OVERHEAD & PROFIT ON SUB-SUBCONTRACTORS owned equipment (per spec approved source) 5. OVERHEAD & PROFIT 4. SMALL TOOLS rental equipment (per invoices attached) 8. INSURANCE 5. OVERHEAD & PROFIT 6. SUB-SUBCONTRACTORS 9. BOND 9. BOND small tools (NTE 5% of 1a & b) 7. OVERHEAD & PROFIT ON SUB-SUBCONTRACTORS NTE 15% of Line 6 up to $50,000 for each sub Form Revised 04/25/15 6. SUB-SUBCONTRACTORS TOTAL COST bond payroll driven liability insurance volume driven liability insurance 8. INSURANCE https://mcgannelectric-my.sharepoint.com/personal/jackmcgann_mcgannelectric_com/Documents/McGann Electric/2025 Ellensburg Rodeo 9.30/COPs/RFP-08 scope reduction/Revised/Ellensburg Rodeo Arena RFP-08 scope reduction REVISED Summary Issued 4/23/2026 Project Name:RFP-08R Project No.4/23/2026 Contractor: Unit Labor Material Equipment Total Description Quantity Type Unit $Cost Unit $Cost Unit $Cost Cost -$ -$ -$ -$ -$ -$ -$ -$ Electrician Labor 40 HR -$106.95 (4,278.00)$ -$ -$ (4,278.00)$ -$ -$ -$ -$ -$ -$ -$ -$ 1" PVC 160 FT -$ -$0.62 (99.20)$ -$ (99.20)$ -$ -$ -$ -$ 1" PVC FA 12 EA -$ -$0.91 (10.92)$ -$ (10.92)$ -$ -$ -$ -$ 1" Rigid 90 6 EA -$ -$19.29 (115.74)$ -$ (115.74)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 3/4" Rigid 230 FT -$ -$3.50 (805.00)$ -$ (805.00)$ 3/4" Rigid coupling 4 EA -$ -$3.68 (14.72)$ -$ (14.72)$ 3/4" Rigid 90 2 EA -$ -$11.40 (22.80)$ -$ (22.80)$ #12 thhn solid 1100 FT -$ -$0.25 (275.00)$ -$ (275.00)$ Bell box 10 EA -$ -$8.95 (89.50)$ -$ (89.50)$ -$ -$ -$ -$ hand hole 1 EA -$ $490.45 490.45$ -$ 490.45$ light pole base 1 EA -$ -$550.00 (550.00)$ -$ (550.00)$ 6 (x2) 3 (EX)1 LT -$ -$8,028.00 (8,028.00)$ -$ (8,028.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Labor Subtotal (4,278.00)$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ (4,278.00)$ (9,520.43)$ -$ (13,798.43)$ Cost Breakdown McGann Electric 2/1/2017 Contractor Ref. No. Date: Subtotal Cost of Work Ellensburg Rodeo Arena Improvments RFP 08 https://mcgannelectric-my.sharepoint.com/personal/jackmcgann_mcgannelectric_com/Documents/McGann Electric/2025 Ellensburg Rodeo 9.30/COPs/RFP-08 scope reduction/Revised/Ellensburg Rodeo Arena RFP-08 scope reduction REVISED Cost Breakdown Issued 4/23/2026 RFP #8 - Btc Scope Reduction Item Class Quantity Unit Unit Price 1 Material 4.5 CY -$210.75 2 Material 16 EA -$11.86 3 Tools 1 LS -$122.00 4 Ironworker Labor 2 HR -$86.56 5 Cement Mason Labor 8 HR -$65.71 6 Per Diem & Lodging Labor 1 EA -$225.00 -$2,183.94 $0.00 -$2,183.94 Washington Amount (US $) -$189.76 -$948.38 ATTN: General Contractor RFP 8 - Concrete Estimate Estimate Date: 3/29/2026 Project Location Ellensburg, Project Ellensburg Rodeo Improvements Sub Total TOTAL 541-861-8060 O&P Markup Jones Concrete & Excavation Estimator - Carson Chester -$173.12 Work Description -$122.00 -$225.00 Ready Mix Concrete - 4500PSI (Includes 10% Spillage) #4 Rebar - Stock 20' Length Screws, Saw Blades, Nails, Bits, Rebar Tie Wire, MAX Rebar Tie Gun, Sprayer, Curing Compound, Form Oil, Impact Gun, Skill Saw, Etc. -$525.68 Customer: Authorized Signature:____________________ Name:___________________________ Date of Acceptance:________________ www.JonesConcrete.pro 1/1 PROPOSAL P.O. Box 119 Wenatchee, WA. 98807-0119 Phone 509-662-7119 Fax 509-662-6380 To:PROJECT:Ellensburg Rodeo Arena Improvements Kittitas County Comissioners COP#35 205 West 5th Ave, Suite 108 DATE:April 29, 2026 Ellensburg, WA 98926 TITLE:RFI 115 Chase Water Line Date DESCRIPTION QUANITITY UOM UNIT PRICE AMOUNT 4/29/2026 1 LS 3,996.00$ 3,996.00$ 239.76$ 4,235.76$ 4/29/2026 0 HR 128.18$ -$ 0 WD 925.00$ -$ 0 HR 161.54$ -$ 0 HR 116.25$ -$ 0 HR 63.08$ -$ 0 HR 119.00$ -$ -$ -$ 4,235.76$ 40.24$ 59.30$ TOTAL 4,335.30$ MAKE CHECKS PAYABLE TO: Cascade Central Construction, LLC P.O Box 119 Wenatchee, WA. 98807-0119 THANK YOU FOR YOUR BUSINESS! Bond Plumbing Subcontractor - See attached Back-up - Additional piping is required to route up and over the access while maintaining the ability to properly drain the system during winter conditions, as opposed to Detail 2/P-702. See revised detail on page 2. B&O Tax Project Engineer Schedule Impact: Subcontractor Cost General Contractor - Sub Total Subcontractor - Sub Total Cascade Central Construction Cost Project Management & Coordination Laborer Carpenter 6% Mark-up Supervision General Conditions 15% Mark-up Subtotal Ball Valve w/Hose Connection for Draining/Blow Down. Ball Valves w/ Hose Connections Already in Place at End of Runs For Draining/Blow Down. TO:Date:27-Apr-26 Request No: Phone:509-662-7110 Fax No: Project:Our Job No.:352 Our CCP No:003 T&M Cost Plus X Fixed Price Scope of Work: Labor Hours 5.91 hours @ 150.61$ per hour = $890.11 Sick Leave 0.14775 hours @ -$ - Labor Burden 222.53 Insurance 0.00 hours @ -$ per hour = $- Travel Time 0.00 Hr x Rate -$ per hour = - Total Labor Cost:$1,112.63 Materials & Supplies $- Anticipated Escalation 0%- Small Tools Welder hours @ 40.00$ per hour = $- Tool & Equipment Rentals Total Material & Equipment Cost:$2,098.23 Supervision Labor Costs (15% of labor) ( )0%- WISHA 0%- Small Tools 0%- Warranty 0%- Consumables 0%- Shop Drawings - Total Miscellaneous Cost:$- Total Estimated Direct Cost:$3,210.86 Profit 12%385.30 Overhead 12%385.30 Subcontractors:Total Cost:$3,981.47 $ - - - - Sub-Total Subcontractor Cost:$- Ascent Mechanical Overhead & Profit @ 5%$- 5 Days Total Subcontractor Cost:$- Sub-Total:$3,981.47 Insurance:0.37%$14.73 Bond:0.00%$- CAT Tax @ 0.00%- TOTAL Amount:$3,996 and be Submitted by: completed by .Scott Turk Date:April 27, 2026 We assume work will start on Ascent Mechanical and Plumbing Inc COST CHANGE PROPOSAL days. Pricing void/subject to revision after Estimation, Manager Review & Administrative Costs ( $108.91 / hr) The costs presented in this change include only those costs which can be identified at this time.No impact or delay costs are included.Should it be determined that the project is impacted at a later date by multiple changes,delays or other causes,we will submit those costs at that time.Work will commence upon signed acceptance by authorized representative only. 0.00 Ellensburg Rodeo Arena Improvements This change required time extension of 0.00 0.00 Insulation 509-662-6380 KC Carroll Cascade Central Construction 1285 SD. Wenatchee Ave. Wenatchee, WA 99807-0119 Chase Water Reroute P.O. Box 38 Rathdrum, Id 83858 PH: 208-4746-6331 F: 208-687-9198 Ascent Mechanical and Plumbing Inc Date:27-Apr-26 COST ESTIMATE DETAIL SHEET Ellensburg Rodeo Arena Improvements CHANGE PROPOSAL NUMBER: 3 Contract Change Proposal MAT'L UNIT COST TOTAL ITEM Size DESCRIPTION QTY Unit MATERIAL LABOR MATERIAL LABOR HRS TOTAL 1 Chase Water Piping 1 2,098.23 5.91 2,098.23 5.91 2,098.23 2 - 0.00 - 3 - 0.00 - 4 - 0.00 - 5 - 0.00 - 6 - 0.00 - 7 - 0.00 - 8 - 0.00 - 9 - 0.00 - 10 - 0.00 - 11 - 0.00 - 12 - 0.00 - 13 - 0.00 - 14 - 0.00 - 15 - 0.00 - 16 - 0.00 - 17 - 0.00 - 18 - 0.00 - 19 - 0.00 - 20 - 0.00 - 21 - 0.00 - 22 - 0.00 - 23 - 0.00 - 24 - 0.00 - 25 - 0.00 - 26 - 0.00 - 5.91 2,098.23$ CREDIT: 27 - 0.00 -$ 28 - 0.00 - 29 - 0.00 - 30 - 0.00 - 31 - 0.00 - 0.00 -$ SUBCONTRACTORS 32 Insulation 0 ea - 0.00 - 33 ea - 0.00 - 34 - 0.00 - 35 - 0.00 - 0.00 -$ Labor Total 5.91 Material Total 2,098.23$ EXCLUSIONS: Subcontractor Total: P.O. Box 38 Rathdrum, ID 83858 Page 2 of 2 CONTRACTOR / NUMBER: Total: Chase Water Reroute Page 1 of 1Page 1 of 1Page 1 of 1Page 1 of 1 1. Section Breakout Report JOB 401 2025S-022: Kittitas Coun... ESTIMATE 3 2025S-022: Chase 261 ... DATA SET 5 SCOTT T 1-24-2024 USER NAME (Company Name) (Company Address 1) (Company Address 2) (Company Address 3) (Company Phone) / (Company Fax) scott.t@ascentmechanicalinc.com PRINTED 4/28/2026 6:10:24 AM MATERIAL Primary LABOR Primary NOTES Item Material Field Labor Category Size Item Desc Qty UOM Mat Unit Mat Adj Mat Ext Fld Unit Fld Adj Fld Ext Section : Section 011: DW-A/G - DOMESTIC WATER A/G 3/4" FIPxHOSE THRE...1.00 ea 83.07 1.00 83.07 0.2500 1.0000 0.2500 HOSE CAP 1.00 ea 1.91 1.00 1.91 Manual 1.0000 0.0000 COPPER KLM- PRO P...2-1/2"L-HARD TUBE 20.00 '46.21 1.00 924.20 0.1300 0.8000 2.0800 COPPER KLM- PRO P...2-1/2"CU-90 ELBOW PxP-- ...2.00 ea 207.18 1.00 414.36 0.4860 0.8000 0.7776 COPPER KLM- PRO P...2-1/2"CU. TEE PxPxP-- CT300 1.00 ea 260.89 1.00 260.89 0.7290 0.8000 0.5832 COPPER KLM- PRO P...2-1/2" X3/4"REDUCING COUPLING 1.00 ea 243.24 1.00 243.24 0.4860 0.8000 0.3888 COPPER KLM- PRO P...2-1/2"CU. COUPLING /w ST...1.00 ea 102.24 1.00 102.24 0.4860 0.8000 0.3888 COPPER KLM- PRO P...3/4"BRZ. MALE ADAPTER...1.00 ea 9.45 1.00 9.45 0.2060 0.8000 0.1648 HANGERS & CLAMPS...3-1/2"#260 ADJ. CLEVIS H...3.00 ea 4.04 1.00 12.11 0.6500 0.5000 0.9750 HANGERS & CLAMPS...1/2"#146 ALL THREAD R...10.00 '1.50 1.00 15.05 Skip 1.0000 0.0000 HANGERS & CLAMPS...1/2"#94 1-1/4" JAW TOP B...3.00 ea 2.13 1.00 6.39 0.2000 0.5000 0.3000 HANGER-R.CLAMP-E...1/2"FIG.165H-HEX NUTS 9.00 ea 0.13 1.00 1.13 Skip 1.0000 0.0000 HANGER-R.CLAMP-E...1/2"FIG.103-WASHER--FL...9.00 ea 0.14 1.00 1.30 Skip 1.0000 0.0000 HANGER-R.CLAMP-E...4A INSULATION SHIELD 3.00 spec 7.63 1.00 22.89 0.0820 0.0000 0.0000 2,098.23Subtotals for Section : Section 011: DW-A/G - DOMESTIC WATER A/G 5.9082 2,098.23Grand Totals 5.9082 Subtotal S&H Charges Amount Due Printed By: RYANW on 4/27/2026 1:46:54 PM ** Continued on Next Page * EXPIRATION DATE PAGE NO. Quotation QUOTE NUMBER S10063781205/28/2026 1 of 2 M & L SUPPLY CO., INC. 4114 E. FERRY AVE. SPOKANE, WA 99202 509-535-4774 Fax 509-534-6596 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED NORTH IDAHO 04/27/2026RYAN WESTERMAN 2% 10th Net 25th 14066 CCP-3 DW AG ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE QUOTE TO: ASCENT MECHANICAL P O BOX 38 RATHDRUM, ID 83858-0038 SHIP TO: ASCENT MECHANICAL ELLENSBURG RODEO IMPROVMENTS 1010 E 8TH AVE ELLENSBURG, WA 98926 No Branch: MV0 34UPBA100H1ea 83.066/EA 83.07 3/4" UPBA100H FNPT X HOSE W/CAP & CHAIN DOM FULL PORT BALL VLV, LOW LEAD P00 21521ea 1.912/EA 1.91 3/4" FHT HOSE CAP W/WASHER PD0 212LHRD20ft 4620.530/ft 924.11 2-1/2" X 20' L HARD COP TUBE R01 212607PP2ea 207.181/ea 414.36 VIEGA PROPRESS 2-1/2" P X P XLC COP 90 ELL, 20623 R01 212611PP1ea 260.887/ea 260.89 VIEGA PROPRESS 2-1/2" P X P X P XLC COP TEE, 20683 R01 212112600RPP1ea 218.562/ea 218.56 VIEGA PROPRESS 2-1/2" X 1-1/2" P X P RED, 20695 R01 112346002PP1ea 24.675/ea 24.68 VIEGA PROPRESS 1-1/2" X 3/4" FTG X P COP REDUCER, 14543 R01 212600PP1ea 102.243/ea 102.24 VIEGA PROPRESS 2-1/2" P X P XLC COP CPLG W/STOP, 20728 Subtotal S&H Charges Amount Due 2098.14 0.00 2098.14 Printed By: RYANW on 4/27/2026 1:46:54 PM ALL QUOTES ARE GOOD FOR 30 DAYS. QUOTES DO NOT INCLUDE TAX! EXPIRATION DATE PAGE NO. Quotation QUOTE NUMBER S10063781205/28/2026 2 of 2 M & L SUPPLY CO., INC. 4114 E. FERRY AVE. SPOKANE, WA 99202 509-535-4774 Fax 509-534-6596 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED NORTH IDAHO 04/27/2026RYAN WESTERMAN 2% 10th Net 25th 14066 CCP-3 DW AG ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE QUOTE TO: ASCENT MECHANICAL P O BOX 38 RATHDRUM, ID 83858-0038 SHIP TO: ASCENT MECHANICAL ELLENSBURG RODEO IMPROVMENTS 1010 E 8TH AVE ELLENSBURG, WA 98926 No Branch: R01 34604PP-NL1ea 9.450/EA 9.45 VIEGA PROPRESS 3/4" P X MIP BRZ ADPT 79230 LOW LEAD PH1 3122603ea 4.038/ea 12.11 3-1/2" #260 BLK CLEVIS HANGER PH2 12146P10ft 1.505/ft 15.05 1/2" X 10' PLATED ALL THRD ROD PH1 12923ea 2.131/ea 6.39 1/2" 92 BEAM CLAMP BRKT (350) EM0 EM079ea 0.125/ea 1.13 1/2" ZINC STD HEX HEAD NUT GRADE 2 EM0 EM089ea 0.144/ea 1.30 1/2" ZINC STD FLAT WASHER GRADE 2 *PH1 167-GAV-4A3ea 7.630/EA 22.89 ANVIL 167 4A GAL STL INSULATION SHIELD ALSC Architects \\ We bring our clients’ stories to life. REQUEST FOR PROPOSAL NO: 10 Project Name: Ellensburg Rodeo Arena Completion Owner: Kittitas County Contractor: Cascade Central Construction Job Number: 2025-009 Page 1 of 3 TO: Cascade Central Construction, Contractor, please furnish your proposal for performing the changes outlined below and/or detailed on the attachments referred to: C-151 – UTILITY PLAN • Added: Provide Post-Indicator valve per city of Ellensburg standards. ALSC Architects, P.S. By Todd Keller Date: 4/21/26 PROPOSAL: To the Owner: We propose to perform all changes described in the above request for a total ADDITION/DEDUCTION (cross out one) to the contract sum of: $ (not including Sales Tax) We have attached cost estimate detail sheets, and the foregoing amount covers all direct and indirect costs related to this proposal and to the effect of the proposal on the remainder of the project. All other provisions of the contract remain in full force and effect. We request the completion date be EXTENDED/REDUCED (cross one out) ________ calendar days because of this work. The Contractor agrees to be bound to this proposal quotation for sixty (60) days after this date. By Date Contractor RECOMMENDATION: TO: Owner, we have examined the foregoing proposal and find it to be appropriate for the request. We recommend its acceptance. ALSC Architects, P.S. By Date: PROPOSAL ACCEPTANCE: 25,008.99 0 Twenty Five Thousand Eight and 99/100 Dollars Cascade Central Construction KC Carroll 5/4/26 ALSC Architects \\ We bring our clients’ stories to life. The Owner hereby accepts the foregoing proposal. This instrument, when signed below, constitutes the conditions upon which a Change Order will be issued. By Date Owner LOWER LEVEL FFE= 1577.00 FFE= 1577.50 FFE= 15 7 7 . 5 0 UPPER LEVEL FFE= 1582.00 707 W. 2ND AVENUE SPOKANE, WASHINGTON 99201 PHONE: (509) 455-4448 - FAX: (509) 455-7492 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL © 04/17/2026 DATE CHECKED DRAWN PROJ. NO. ALSC ARCHITECTS, P.S.C A B C D 2 3 4 5 61 A B C D E 1 2 3 4 5 6 9/5/2025 MRG NJM 2024-0026.01 ELLENSBURG RODEO ARENA SEATING KITTITAS COUNTY REV DATE DESCRIPTION 4 11/20/2025 COP #1 5 12/17/2025 RFP 03 6 01/12/2026 CITY COMMENTS 7 02/05/2026 RFP 05 / RFI 8 02/25/2026 RFP 08 9 04/03/2026 RFI 103 10 04/17/2026 PIV COORDINATION C-151 UTILITY PLAN PROPOSAL P.O. Box 119 Wenatchee, WA. 98807-0119 Phone 509-662-7119 Fax 509-662-6380 To:PROJECT:Ellensburg Rodeo Arena Improvements Kittitas County Comissioners COP#36 205 West 5th Ave, Suite 108 DATE:May 4, 2026 Ellensburg, WA 98926 TITLE:RFP 10 Post Indicator Valve Addition Date DESCRIPTION QUANITITY UOM UNIT PRICE AMOUNT 5/4/2026 1 LS 18,158.67$ $18,158.67 1 LS 4,893.00$ $4,893.00 1,383.10 24,434.77 5/4/2026 0 HR 128.18$ $0.00 0 WD 925.00$ $0.00 0 HR 161.54$ $0.00 0 HR 116.25$ $0.00 0 HR 63.08$ $0.00 0 HR 119.00$ $0.00 0.00 0.00 24,434.77 $232.13 $342.09 TOTAL 25,008.99 MAKE CHECKS PAYABLE TO: Cascade Central Construction, LLC P.O Box 119 Wenatchee, WA. 98807-0119 THANK YOU FOR YOUR BUSINESS! Schedule Impact: None if approved by 5/11/26. Subcontractor Cost Civil Subcontrator - See attached Back-up Electrical Subcontractor - See attached Back-up General Contractor - Sub Total Subcontractor - Sub Total Cascade Central Construction Cost Project Management & Coordination Laborer Carpenter 6% Mark-up Supervision General Conditions 15% Mark-up Subtotal Bond B&O Tax Project Engineer Pricing includes installing PIV at the preferred alternate location per attached response to RFI 116. REQUEST FOR INFORMATION Ellensburg Rodeo Arena Improvements 1010 East 8th Ave. TO:Ellensburg, WA 98926 Spokane, WA 99201 COPY TO : Andrew Leeper (ALSC Architects)SIGNED : Project Engineer Reference Sheets:AS100 PIV Layout Clarification Requested Respond by Date:4/29/2026 RFI DESCRIPTION Cascade Central Construction Carley Sabedra Reference Sketch:SK-116.1 RESPONSE TO RFI Cost/Schedule Impact:Pending response, TBD. Date:4/27/2026 RFI 116 203 North Washington, Suite 400 Project RESPONSE BY: DATE: The attached SK-116.1 reflects the layout required by the Fire Marshal, which includes maintaining 3 feet of clear spacing on all sides with bollards due to potential vehicle and trailer traffic. As shown, this configuration occupies approximately half of the sidewalk and with multiple underground utilities, making excavation in this area challenging. A more suitable location would be near the hydrant. Additionally, local code does not require the PIV to be connected to the fire alarm system. Please confirm whether the PIV is required to be tied into the fire alarm system. If a connection is not required, relocating the PIV near the hydrant would be a more cost-effective solution. If a connection is required, it would necessitate trenching across the site again; however, this alternative location would still be more practical from a constructability standpoint. Todd Keller (ALSC Architects)Section Division Title Let us know if moving it to the east if feasible. This would be more out of the way but understand it extends the line. Kady does not want it to be by the fire hydrant as it will be an obstruction for concert events etc. Keeping it off the track and BTC area is preferred. See notes below for tie in to the fire alarm. Todd Keller ALSC 4/28/26 RESPONSE TO RFI RESPONSE BY: DATE: MW Electrical Comment: It is recommended to utilize the fire alarm system to provide supervision of the Post Indicator Valve (PIV). It is not necessarily required to be tied into the fire alarm system however, per NFPA 13, Section 16.9.3.3.1 it is required to be supervised to prevent accidental shutoff. Acceptable methods of supervision are identified below: 1. Electronically: Monitored by a central station, proprietary, or remote station signaling service. 2. Local Alarm: A local signaling service that notifies building occupants of a valve closure. 3. Locking: Valves are locked in the open position. 4. Sealing: Valves are sealed within fenced enclosures under control of the owner, with inspections conducted weekly. Aaron Lanegan 04-28-2026 SKETCH: 116.1 DATE: 4/27/26 REFERENCE SHEETS: AS100 Ellensburg Rodeo Arena Improvements Possible alternate location? Preferred alternate location. Date Item Number 4/24/2026 Reg. O.T. 1 20.0 $102.61 $102.61 $2,052.20 2 20.0 $100.07 $100.07 $2,001.40 3 $100.07 $100.07 $0.00 4 $100.07 $100.07 $0.00 5 $100.07 $100.07 $0.00 6 $100.07 $100.07 $0.00 7 $94.82 $94.82 $0.00 8 20.0 $66.07 $66.07 $1,321.40 9 $66.07 $66.07 $0.00 10 $62.45 $62.45 $0.00 11 $0.00 15% Markup 12 $137.12 $0.00 13 20.0 $124.46 $2,489.20 14 10.0 $84.33 $843.30 15 $56.10 $0.00 16 $80.18 $0.00 17 $25.32 $0.00 18 $43.80 $0.00 19 20.0 $47.22 $944.40 15% Markup 20 1 LS $3,378.25 $3,378.25 21 10 TN $16.00 $160.00 22 2 EA $500.00 $1,000.00 23 4 CY $225.00 $900.00 24 2 EA $250.00 $500.00 25 1 LS $200.00 $200.00 26 $0.00 27 $0.00 28 $0.00 15% Markup Date Checked By Date $6,138.25 $920.74 Materials Total $7,058.99 Calculated By Total $18,158.67 Disinfection Supplies Materials Subtotal Materials Valve, Fittings & Appertences (Ferguson Quote) Crushed Rock Steel Pipe Bollards Concrete Plastic Bollard Covers 1-Ton Equipment Subtotal $4,276.90 $641.54 Equipment Total $4,918.44 Skid Steer Roller Pickup 138 Excavator Loader Mini Excavator $5,375.00 $806.25 Labor Total $6,181.25 Equipment 238 Excavator General Laborer Labor Subtotal Operator (Roller) Pipe Layer Pipe Layer Operator Operator Operator Labor Foreman Operator Operator Time Worked Record Workers and/or Equipment Working Occupation of Workers or Equipment Size Hours Worked Reg. Rate O.T. Rate Amount Prime Contractor Subcontractor/Lower Tier Subcontractor Cascade Central Construction Selland Construction, Inc. Description of Work Performed Post Indicator Valve Daily Report of Force Account Worked Contract Number Item Name RFP 10 PIV Project Name:COP-16 Project No.5/1/2026 Description: a.2,139.00$ b.-$ c.-$ DIRECT LABOR SUBTOTAL 2,139.00$ d. e.42.78$ 2,182.00$ a.680.30$ b. 680.00$ a.-$ b. -$ a.109.10$ 109.00$ 2,971.00$ a.475.36$ b.-$ 475.00$ a.1,244.71$ b. c. d.-$ 1,245.00$ a.186.75$ -$ 187.00$ a.0.15 % of 1 3.27$ b.0.25 % of 1-7 12.20$ 15.47$ a.0.03 % of 1-8 -$ 4,893.00$ CCC Contractor Breakdown Summary McGann Electric freight costs (itemize) 2. MATERIAL COSTS Date: Contractor Ref. No. safety (NTE 2% of lines 1a, b, & c) direct supervision (NTE 15% of 1a) JCI/simplex Supervision: 1. CRAFT LABOR COSTS 3. EQUIPMENT COSTS NTE 15% portion of 1, 2, 3, & 4 up to $50,000 crew (apprentices, journeymen, & laborers) foreman superintendent Direct Labor Costs: 1. CRAFT LABOR COSTS Jack McGann Contractor: Ellensburg Rodeo Arena Improvements PIV VALVE CONNECTION McGann Electric Source Documents: Provide labor, conduit, wire, fittings, junction boxes, fire alarm programming, fire alarm wire, and monitoring module required for the supervisory connection of the PIV valve to the FACP, including labor to pretest and test the tamper valve switch. Calibration of the tamper switch supplied by others to be performed by others so that tamper switch signals within 2 revolutions of PIV valve handle. Exclusions: cut patch, paint. Itemize all costs on attached COP Cost Breakdown form. 2. MATERIAL COSTS 3. EQUIPMENT COSTS 4. SMALL TOOLS material costs SUBTOTAL 1 thru 4 7. OVERHEAD & PROFIT ON SUB-SUBCONTRACTORS owned equipment (per spec approved source) 5. OVERHEAD & PROFIT 4. SMALL TOOLS rental equipment (per invoices attached) 8. INSURANCE 5. OVERHEAD & PROFIT 6. SUB-SUBCONTRACTORS 9. BOND 9. BOND small tools (NTE 5% of 1a & b) 7. OVERHEAD & PROFIT ON SUB-SUBCONTRACTORS NTE 15% of Line 6 up to $50,000 for each sub Form Revised 04/25/15 6. SUB-SUBCONTRACTORS TOTAL COST bond payroll driven liability insurance volume driven liability insurance 8. INSURANCE https://mcgannelectric-my.sharepoint.com/personal/jackmcgann_mcgannelectric_com/Documents/McGann Electric/2025 Ellensburg Rodeo 9.30/COPs/COP16 PIV Valve connection/Ellensburg Rodeo Arena COP-2 Summary Issued 5/1/2026 Project Name: Project No: Contractor: Trade &ELECTRICIAN ELECTRICIAN ELECTRICIAN Position JOURNEYMAN FOREMAN SUPERINTENDENT Rate Schedule Date*10/25/25 10/25/25 10/25/25 Prevailing Wage (incl. Benefits)88.34$ 97.17$ 106.00$ 1. Hourly Wage Rate 88.34$ 97.17$ 106.00$ SUBTOTAL 88.34$ 97.17$ 106.00$ -$ -$ -$ -$ -$ -$ -$ Rate 3. FUI % of 1 0.80%0.71$ 0.78$ 0.85$ -$ -$ -$ -$ -$ -$ -$ 4. FICA % of 1 6.20%5.48$ 6.02$ 6.57$ -$ -$ -$ -$ -$ -$ -$ 5. MEDICARE % of 1 1.45%1.28$ 1.41$ 1.54$ -$ -$ -$ -$ -$ -$ -$ 6. SUI % of 1 (insert correct % to right)4.80%4.24$ 4.66$ 5.09$ -$ -$ -$ -$ -$ -$ -$ 7. WC (insert $ amount per hour)1.95%1.80$ 1.85$ 1.90$ 8.IRA retirement 5%4.63$ 4.75$ 5.09$ 9. WPFM leave 0.50%0.47$ 0.49$ 0.51$ TOTAL (incl. payroll taxes)106.95$ 117.14$ 127.55$ -$ -$ -$ -$ -$ -$ -$ NOTES: * Rate schedule date is the date of the Dept. of Labor & Industries Prevailing Wage Rate used or the Union Agreement. a. for items 3 thru 5, the Federal rates do not vary by firm, and the percentages are already locked into this form. b. for item 6, the actual rate is determined by the State Employment Security Dept. and varies by firm. It shall be verified by the contractor at the start of the project. c. for item 7, the rate is based on L & I classification. The hourly dollar amount is specific to the firm/trade and shall be verified by the contractor at the start of the project. d. definitions 1. items 1 & 2 are basic wages and benefits (see general conditions 7.02 B.7.a(1)) 2. item 3, FUI is Federal Unemployment Tax Act (see general conditions 7.02 B.7.a(3)) 3. item 4, FICA is Federal Insurance Compensation Act/Social Security (see general conditions 7.02B.7(3)) 4. item 5, Medicare is FICA medical aid (see general conditions 7.02 B.7.a(3)) 5. item 6, SUI is State Unemployment Compensation Act (see general conditions 7.02 B.7.a(3)) 6. item 7, WC is industrial insurance/workers' compensation (see general conditions 7.02 B.7.a(2)) 7. item 8, AD is additional compensation for education, dental, vision, entertainment, vehicles McGann Electric COP Wage Rates ERAI Ellensburg Rodeo Arena Improv https://mcgannelectric-my.sharepoint.com/personal/jackmcgann_mcgannelectric_com/Documents/McGann Electric/2025 Ellensburg Rodeo 9.30/COPs/COP16 PIV Valve connection/Ellensburg Rodeo Arena COP-2Wage Rates Issued 5/1/2026 PROPOSAL P.O. Box 119 Wenatchee, WA. 98807-0119 Phone 509-662-7119 Fax 509-662-6380 To:PROJECT:Ellensburg Rodeo Arena Improvements Kittitas County Comissioners COP#37 205 West 5th Ave, Suite 108 DATE:May 11, 2026 Ellensburg, WA 98926 TITLE:Cast Iron Credit Date DESCRIPTION QUANITITY UOM UNIT PRICE AMOUNT 5/11/2026 1 LS (6,542.97)$ ($6,542.97) 0.00 (6,542.97) 5/11/2026 0 HR 128.18$ $0.00 0 WD 925.00$ $0.00 0 HR 161.54$ $0.00 0 HR 116.25$ $0.00 0 HR 63.08$ $0.00 0 HR 119.00$ $0.00 0.00 0.00 (6,542.97) $0.00 $0.00 TOTAL (6,542.97) MAKE CHECKS PAYABLE TO: Cascade Central Construction, LLC P.O Box 119 Wenatchee, WA. 98807-0119 THANK YOU FOR YOUR BUSINESS! Bond B&O Tax Project Engineer Schedule Impact: None if approved by 5/11/26. Subcontractor Cost Plumbing Subcontrator - See attached Back-up General Contractor - Sub Total Subcontractor - Sub Total Cascade Central Construction Cost Project Management & Coordination Laborer Carpenter 6% Mark-up Supervision General Conditions 15% Mark-up Subtotal TO:Date:11-May-26 Request No: Phone:509-662-7110 Fax No: Project:Our Job No.:352 Our CCP No:004 T&M Cost Plus X Fixed Price Scope of Work: Labor Hours -12.66 hours @ 100.41$ per hour = $(1,271.19) Sick Leave -0.3165 hours @ -$ - Labor Burden (317.80) Insurance 0.00 hours @ -$ per hour = $- Travel Time 0.00 Hr x Rate -$ per hour = - Total Labor Cost:$(1,588.99) Materials & Supplies $(3,687.60) Anticipated Escalation 0%- Small Tools Welder hours @ 40.00$ per hour = $- Tool & Equipment Rentals Total Material & Equipment Cost:$(3,687.60) Supervision Labor Costs (15% of labor) ( )0%- WISHA 0%- Small Tools 0%- Warranty 0%- Consumables 0%- Shop Drawings - Total Miscellaneous Cost:$- Total Estimated Direct Cost:$(5,276.59) Profit 12%(633.19) Overhead 12%(633.19) Subcontractors:Total Cost:$(6,542.97) $ - - - - Sub-Total Subcontractor Cost:$- Ascent Mechanical Overhead & Profit @ 5%$- 5 Days Total Subcontractor Cost:$- Sub-Total:$(6,542.97) Insurance:0.37%$(24.21) Bond:0.00%$- CAT Tax @ 0.00%- TOTAL Amount:$(6,567) and be Submitted by: completed by .Scott Turk Date: 509-662-6380 KC Carroll Cascade Central Construction 1285 SD. Wenatchee Ave. Wenatchee, WA 99807-0119 Cast Iron Credit 0.00 Ellensburg Rodeo Arena Improvements This change required time extension of 0.00 0.00 Insulation May 11, 2026 We assume work will start on Ascent Mechanical and Plumbing Inc COST CHANGE PROPOSAL days. Pricing void/subject to revision after Estimation, Manager Review & Administrative Costs ( $108.91 / hr) The costs presented in this change include only those costs which can be identified at this time.No impact or delay costs are included.Should it be determined that the project is impacted at a later date by multiple changes,delays or other causes,we will submit those costs at that time.Work will commence upon signed acceptance by authorized representative only. P.O. Box 38 Rathdrum, Id 83858 PH: 208-4746-6331 F: 208-687-9198 Ascent Mechanical and Plumbing Inc Date:11-May-26 COST ESTIMATE DETAIL SHEET Ellensburg Rodeo Arena Improvements CHANGE PROPOSAL NUMBER: 4 Contract Change Proposal MAT'L UNIT COST TOTAL ITEM Size DESCRIPTION QTY Unit MATERIAL LABOR MATERIAL LABOR HRS TOTAL 1 CI Credit 1 -6,809.83 -62.20 (6,809.83) -62.20 (6,809.83) 2 PVC Pricing 1 3,122.23 49.54 3,122.23 49.54 3,122.23 3 - 0.00 - 4 - 0.00 - 5 - 0.00 - 6 - 0.00 - 7 - 0.00 - 8 - 0.00 - 9 - 0.00 - 10 - 0.00 - 11 - 0.00 - 12 - 0.00 - 13 - 0.00 - 14 - 0.00 - 15 - 0.00 - 16 - 0.00 - 17 - 0.00 - 18 - 0.00 - 19 - 0.00 - 20 - 0.00 - 21 - 0.00 - 22 - 0.00 - 23 - 0.00 - 24 - 0.00 - 25 - 0.00 - 26 - 0.00 - -12.66 (3,687.60)$ CREDIT: 27 - 0.00 -$ 28 - 0.00 - 29 - 0.00 - 30 - 0.00 - 31 - 0.00 - 0.00 -$ SUBCONTRACTORS 32 Insulation 0 ea - 0.00 - 33 ea - 0.00 - 34 - 0.00 - 35 - 0.00 - 0.00 -$ Labor Total -12.66 Material Total (3,687.60)$ EXCLUSIONS: Subcontractor Total: P.O. Box 38 Rathdrum, ID 83858 Page 2 of 2 CONTRACTOR / NUMBER: Total: Cast Iron Credit Page 1 of 1Page 1 of 1Page 1 of 1Page 1 of 1 1. Section Breakout Report JOB 401 2025S-022: Kittitas Coun... ESTIMATE 4 2025S-022: Cast Iron for ... DATA SET 5 SCOTT T 1-24-2024 USER NAME (Company Name) (Company Address 1) (Company Address 2) (Company Address 3) (Company Phone) / (Company Fax) scott.t@ascentmechanicalinc.com PRINTED 5/11/2026 9:03:23 AM MATERIAL Primary LABOR Primary NOTES Item Material Field Labor Category Size Item Desc Qty UOM Mat Unit Mat Adj Mat Ext Fld Unit Fld Adj Fld Ext Section : Section 007: SAN/AG - SANITARY A/G MATERIAL TOTAL 1.00 ea 6809.83 1.00 6,809.83 Manual 1.0000 0.0000 C.I. SOIL NO HUB-HV...2"PIPE--C.I. NO HUB PE...80.00 'Manual 1.00 0.00 0.0600 0.8000 3.8400 C.I. SOIL NO HUB-HV...4"PIPE--C.I. NO HUB PE...100.00 'Manual 1.00 0.00 0.0800 0.8000 6.4000 C.I. SOIL NO HUB-HV...4"1/4 BEND-NH4 10.00 ea Manual 1.00 0.00 0.8000 0.8000 6.4000 C.I. SOIL NO HUB-HV...2"HVY DUTY N.H. COU...80.00 ea Manual 1.00 0.00 Skip 0.0000 0.0000 C.I. SOIL NO HUB-HV...4"HVY DUTY N.H. COU...90.00 ea Manual 1.00 0.00 Skip 0.0000 0.0000 C.I. SOIL NO HUB-HV...2" x1-1/2"TAPPED SANITARY T...20.00 ea Manual 1.00 0.00 0.9000 0.8000 14.4000 C.I. SOIL NO HUB-HV...2"TEST TEE--LESS PLU...20.00 ea Manual 1.00 0.00 0.9000 0.8000 14.4000 C.I. SOIL NO HUB-HV...4"TEST TEE--LESS PLU...6.00 ea Manual 1.00 0.00 1.2000 0.8000 5.7600 HANGERS & CLAMPS...2"#260 ADJ. CLEVIS H...16.00 ea Manual 1.00 0.00 0.5000 0.5000 4.0000 HANGERS & CLAMPS...4"#260 ADJ. CLEVIS H...20.00 ea Manual 1.00 0.00 0.7000 0.5000 7.0000 6,809.83Subtotals for Section : Section 007: SAN/AG - SANITARY A/G 62.2000 6,809.83Grand Totals 62.2000 Page 1 of 1Page 1 of 1Page 1 of 1Page 1 of 1 1. Section Breakout Report JOB 401 2025S-022: Kittitas Coun... ESTIMATE 5 2025S-022: PVC for CI ... DATA SET 5 SCOTT T 1-24-2024 USER NAME (Company Name) (Company Address 1) (Company Address 2) (Company Address 3) (Company Phone) / (Company Fax) scott.t@ascentmechanicalinc.com PRINTED 5/11/2026 9:04:42 AM MATERIAL Primary LABOR Primary NOTES Item Material Field Labor Category Size Item Desc Qty UOM Mat Unit Mat Adj Mat Ext Fld Unit Fld Adj Fld Ext Section : Section 007: SAN/AG - SANITARY A/G MATERIAL TOTAL 1.00 ea 3122.23 1.00 3,122.23 Manual 1.0000 0.0000 2" CI>PVC SHIELDED...80.00 ea Manual 1.00 0.00 Manual 1.0000 0.0000 4" CI>PVC SHIELDED...90.00 ea Manual 1.00 0.00 Manual 1.0000 0.0000 PVC SCH 40--DWV 2"PIPE-SCH 40 PVC D...80.00 'Manual 1.00 0.00 0.0400 0.8000 2.5600 PVC SCH 40--DWV 4"PIPE-SCH 40 PVC D...100.00 'Manual 1.00 0.00 0.0800 0.8000 6.4000 PVC SCH 40--DWV 4"1/4 BEND -- HxH-300 10.00 ea Manual 1.00 0.00 0.8100 0.8000 6.4800 PVC SCH 40--DWV 2"TEST TEE & PLUG--H...20.00 ea Manual 1.00 0.00 0.6200 0.8000 9.9200 PVC SCH 40--DWV 4"TEST TEE & PLUG--H...6.00 ea Manual 1.00 0.00 1.2200 0.8000 5.8560 PVC SCH 40--DWV 2" x1-1/2"RED SAN TEE-ALL H...20.00 ea Manual 1.00 0.00 0.6200 0.8000 9.9200 HANGERS & CLAMPS...2"#260 ADJ. CLEVIS H...14.00 ea Manual 1.00 0.00 0.5000 0.5000 3.5000 HANGERS & CLAMPS...4"#260 ADJ. CLEVIS H...14.00 ea Manual 1.00 0.00 0.7000 0.5000 4.9000 3,122.23Subtotals for Section : Section 007: SAN/AG - SANITARY A/G 49.5360 3,122.23Grand Totals 49.5360 Subtotal S&H Charges Amount Due 6809.83 0.00 6809.83 Printed By: RYANW on 5/11/2026 8:08:51 AM ALL QUOTES ARE GOOD FOR 30 DAYS. QUOTES DO NOT INCLUDE TAX! EXPIRATION DATE PAGE NO. Quotation QUOTE NUMBER S10063922306/11/2026 1 of 1 M & L SUPPLY CO., INC. 4114 E. FERRY AVE. SPOKANE, WA 99202 509-535-4774 Fax 509-534-6596 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED NORTH IDAHO 05/11/2026RYAN WESTERMAN 2% 10th Net 25th 14066 CI SAN AG ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE QUOTE TO: ASCENT MECHANICAL P O BOX 38 RATHDRUM, ID 83858-0038 SHIP TO: ASCENT MECHANICAL ELLENSBURG RODEO IMPROVMENTS 1010 E 8TH AVE ELLENSBURG, WA 98926 No Branch: T00 00677080ft 1184.765/ft 947.81 2" X 10' NH CI PIPE T00 006794100ft 2126.235/ft 2126.24 4" X 10' NH CI PIPE T00 00687910ea 36.106/ea 361.06 4" NH 1/4 BEND T04 2200680ea 9.648/ea 771.82 2" 2006 ANACO HUSKY HEAVY DUTY WIDE BODY NH CPLG T04 4201090ea 12.955/ea 1165.91 4" 2010 ANACO HUSKY HEAVY DUTY WIDE BODY NH CPLG T00 00799920ea 26.335/ea 526.71 2" X 1-1/2" NH TAP SAN TEE T00 00942920ea 21.806/ea 436.12 2" NH TEST TEE W/OUT PLUG T00 0094436ea 62.894/ea 377.36 4" NH TEST TEE W/OUT PLUG PH1 226016ea 1.550/ea 24.80 2" 260 BLK CLEVIS HANGER (450) PH1 426020ea 3.600/ea 72.00 4" 260 BLK CLEVIS HANGER (450) Subtotal S&H Charges Amount Due 3122.23 0.00 3122.23 Printed By: RYANW on 5/11/2026 8:09:01 AM ALL QUOTES ARE GOOD FOR 30 DAYS. QUOTES DO NOT INCLUDE TAX! EXPIRATION DATE PAGE NO. Quotation QUOTE NUMBER S10063922406/11/2026 1 of 1 M & L SUPPLY CO., INC. 4114 E. FERRY AVE. SPOKANE, WA 99202 509-535-4774 Fax 509-534-6596 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED NORTH IDAHO 05/11/2026RYAN WESTERMAN 2% 10th Net 25th 14066 PVC SAN AG ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE QUOTE TO: ASCENT MECHANICAL P O BOX 38 RATHDRUM, ID 83858-0038 SHIP TO: ASCENT MECHANICAL ELLENSBURG RODEO IMPROVMENTS 1010 E 8TH AVE ELLENSBURG, WA 98926 No Branch: FC1 3000-2280ea 9.656/ea 772.48 FERNCO PROFLEX 2" X 2" CI/PL CPLG FC1 3000-4490ea 16.125/ea 1451.25 FERNCO PROFLEX 4" X 4" CI/PL CPLG PV2 2PVCDWVSOLID80ft 95.833/ft 76.67 2" X 20' PVC DWV SCH40 SOLID CORE PE PIPE PV2 4PVCDWVSOLID100ft 287.361/ft 287.36 4" X 20' PVC DWV SCH40 SOLID CORE PE PIPE RG0 4480710ea 11.905/ea 119.05 4" PVC DWV H X H 90 ELL RG0 2481420ea 6.687/ea 133.74 2" PVC DWV H X H X C/O TEE W/ PLUG RG0 448146ea 22.070/ea 132.42 4" PVC DWV H X H X C/O TEE W/PLUG RG0 22112481120ea 2.957/ea 59.14 2" X 2" X 1-1/2" PVC DWV H X H X H SAN TEE PH1 226014ea 1.937/ea 27.12 2" 260 BLK CLEVIS HANGER (450) PH1 426014ea 4.500/ea 63.00 4" 260 BLK CLEVIS HANGER (450) Dates: 4/21/26-4/30/26 OT Hours MT 1 55.68 OT Hours MT 2 30.55 OT Hours MT 3 25.91 Total OT Hours 112.14 Operator with Equipment Rate: $125/hour Management Hours 26 Labor Rate: $75/hour Labor Cost 15,967.50$ Tractor Rental 2,389.20$ Rock Picker Rental 3,258.00$ Loss of Event Revenue 325.00$ Total for reimbursement 21,939.70$ Invoice Notes KVEC posted rate schedule for labor with equipment is $125/hour (rate since 2018) KVEC posted rate schedule for general labor is $75/hour (rate since 2022) Not charging for any of the volunteer hours Invoices for equipment rental attached INVOICE Bill Lowe 1030 Nicolai Rd, Ellensburg, WA 98926 Phone: 509-929-3548 INVOICE # 2026-1 DATE: 5/1/26 CUSTOMER: Kittitas Valley Event Center 901 E 7th Ave, Ellensburg, WA 98926 COMMENTS OR SPECIAL INSTRUCTIONS: KVEC will pick up and return rental equipment. QUANTITY DESCRIPTION PRICE PER DAY TOTAL 4 Rental of Rock Picker 750.00 3,000.00 Subtotal 3,000.00 Tax 258.00 Shipping and handling 0.00 TOTAL DUE 3,258.00 INVOICE NO:690005200 MACHINERY BILLING DATE: 5/05/26 RENTAL INVOICE BRANCH: 69 PAGE: 1 Pape Machinery, Inc., PO Box 10527, Eugene, OR 97440 RUN DATE: 05/05/2026 OPEN DATE: 04/24/2026 SHIP DATE: 04/24/2026 ** CUSTOMER ** 347250 KITTITAS VALLEY EVENT CENTER 901 E 7TH AVE CONTACT: PO NUMBER: SALESMAN: 0 UNASSIGNED 6906 ANDREW MEYER ** SHIP TO ** (JD) KITTITAS VALLEY EVE 901 EAST 7TH AVE SUITE#1 ELLENSBURG WA 98926 ELLENSBURG WA 98926 SHIP VIA: PAPE' MACHINERY CONFIRM #: 6900052 ORDER # START END QTY RATE DISC EXTENDED = N6012759 04/24/26 05/05/26 1.00 2,200.00 2,200.00 Serial #- 1P06135ECN6012759 -00 JD 6135E TRACTOR,6135 REMIT TO: PAPE MACHINERY TOTAL AMOUNT: 2,200.00 PO BOX 35144 #5077 SEATTLE, WA 98124-5144 STATE/LOCAL TAX: 189.20 TELEPHONE: 509-494-8808 INVOICE TOTAL: 2,389.20 *** TERMS: PAYMENT DUE 05/15/2026 *** Payment should be by cash, check or ACH/wire transfer This rental is subject to Pape's Rental Terms and Conditions effective on the date hereof, which are incorporated in full by this reference. 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