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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 10:59:28 <br />x__________________________________________ Date: ______________ <br />Attendance/Non-Use Codes included in Hours: None / None Page 1 <br />Date: 01/07/2026 Foreman: 2566 Shift: 1 <br />Time Card: <br />Production Quantities: 0.000 <br />2347 ANTONIO SISCO 350 1.50 0.00 0.00 <br />LD363 2012 CAT 930H Loader 1.50 0.00 0.00 <br />1136 JASON TORRES VARGAS 310 2.00 0.00 0.00 <br />BH354 2021 Komatsu PC238 Exc 2.00 0.00 0.00 <br />1136 JASON TORRES VARGAS 210 4.00 0.00 0.00 <br />2566 DYLAN BROWN 810 5.50 0.50 0.00 <br />Labor Totals: Hours - 13.5 <br />Equip Totals: Hours - 3.5 <br />Matl-Sub-Exp: <br />Matl-Sub-Exp Description Cost Type Units Received Used <br />2MCSBC Base Cr M TN 76.440 25.480 <br />Cost Code Notes: <br />Slot:3 <br />Company Note: <br />Indexes: <br />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 <br />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 <br />the total dig <br />Two 9x9x1ft <br />40x7x1 continues footing between <br />15x7x1 <br />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 <br />add more materiel on the footing for the next lifts the next day. <br />Tony had time removing excess unsuitable materiel off the build area into the stockpile.1.5 hours