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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 11:00:50 <br />x__________________________________________ Date: ______________ <br />Attendance/Non-Use Codes included in Hours: None / None Page 2 <br />Date: 02/07/2026 Foreman: 2566 Shift: 1 <br />Time Card: <br />Production Quantities: 0.000 <br />2566 DYLAN BROWN 810 0.00 7.00 0.00 <br />2582 RANDY RAMOS 210 0.00 10.00 0.00 <br />2566 DYLAN BROWN 810 0.00 3.00 0.00 <br />RLD409 950 Loader 3.00 0.00 0.00 <br />2453 JACOB NEMEC 310 0.00 10.00 0.00 <br />BH354 2021 Komatsu PC238 Exc 10.00 0.00 0.00 <br />1867 RAMIRO RAMIREZ MUNOZ 350 0.00 8.50 0.00 <br />LD363 2012 CAT 930H Loader 8.50 0.00 0.00 <br />1867 RAMIRO RAMIREZ MUNOZ 210 0.00 0.50 0.00 <br />Labor Totals: Hours - 39.0 <br />Equip Totals: Hours - 21.5 <br />Matl-Sub-Exp: <br />Matl-Sub-Exp Description Cost Type Units Received Used <br />2MFILL Fill Material Purchase & Deliv M TN 180.810 160.000 <br />Note: This 2 1/2 in structural fill materiel came in from theyer trucking <br />Cost Code Notes: <br />Slot:6 <br />Company Note: <br />Indexes: <br />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 <br />footings had a tremendous load and on top of the over extinguished the two feet minus below footing he wanted these footings to be <br />built 2 feet wider on each side and down to a stable bearing layer which was 1571.4 and existing grade is 1576.7 <br />4 holes 11x11x5.3' compacted 1 foot lifts in structural fill.