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Change Order 08_ALSC-Contractor Signed
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2026-06-02 10:00 AM - Commissioners' Agenda
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Change Order 08_ALSC-Contractor Signed
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Last modified
5/28/2026 12:29:13 PM
Creation date
5/28/2026 12:26:23 PM
Metadata
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Template:
Meeting
Date
6/2/2026
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Item
Request to Approve Change Order #8 for the Ellensburg Rodeo Arena Project
Order
13
Placement
Consent Agenda
Row ID
144971
Type
Contract
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Selland Construction Prevailing <br />Job Name: Ellensburg Rodeo Arena Improvements Job Code: 2550-30 <br />Cost Code Review <br />Cost Code: 98-005 T&M: Overexc. & Rock Placement F TN <br />Code Description Class Reg. Hours OT Hours Other Hours <br />Printed on: 03/05/2026 10:49:34 <br />x__________________________________________ Date: ______________ <br />Attendance/Non-Use Codes included in Hours: None / None Page 2 <br />Date: 12/15/2025 Foreman: 2566 Shift: 1 <br />Time Card: <br />Production Quantities: 0.000 <br />2582 RANDY RAMOS 210 1.00 0.00 0.00 <br />2347 ANTONIO SISCO 310 1.00 0.00 0.00 <br />BH356 2021 Kubota Exc 0.00 0.00 0.00 <br />BH354 2021 Komatsu PC238 Exc 1.00 0.00 0.00 <br />2566 DYLAN BROWN 810 2.00 0.00 0.00 <br />LD363 2012 CAT 930H Loader 2.00 0.00 0.00 <br />2566 DYLAN BROWN 810 4.00 0.00 0.00 <br />BH356 2021 Kubota Exc 4.00 0.00 0.00 <br />Labor Totals: Hours - 8.0 <br />Equip Totals: Hours - 7.0 <br />Matl-Sub-Exp: <br />Matl-Sub-Exp Description Cost Type Units Received Used <br />2MCSBC Base Cr M TN 103.110 25.890 <br />Cost Code Notes: <br />Slot:3 <br />Company Note: <br />Indexes: <br />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 <br />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 <br />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 <br />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 <br />on the east side of the footing to account for edge sluffing off to create a solid base.
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