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Selland Construction Prevailing <br />Job Name: Ellensburg Rodeo Arena Improvements <br />Cost Code: 98-005 <br />Code Descriotion <br />Cost Code Review <br />T&M: Overexc. & Rock Placement X' TN <br />Class Reg. Hours OT Hours <br />Job Code: 2550-30 <br />Other Hours <br />Production Quantities: 0.000 <br />2566 DYLAN BROWN 810 <br />2582 MNDY RAMOS 210 <br />2566 DYLAN BROWN 810 <br />RLD409 950 Loader <br />2453 JACOB NEMEC 310 <br />8H354 2021Komatsu PC238 Exc <br />1867 RAMIRO RAMIREZ MUNOZ 350 <br />1D363 2012CAT 930H Loader <br />1867 RAMIRO RAMIREZ MUNOZ 210 <br />0.00 <br />0.00 <br />0.00 <br />3.00 <br />0.00 <br />10.00 <br />0.00 <br />8.50 <br />0.00 <br />7.00 <br />10.00 <br />3.00 <br />0.00 <br />10.00 <br />0.00 <br />8.50 <br />0.00 <br />0.50 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Labor Totals: <br />Equip Totals: <br />Hours - <br />Hours - <br />39.0 <br />2',1.5 <br />Matl-Sub-Exp Description Cost Type Units <br />2MFILL Fill Mateial Purchase & Deliv M TN <br />Note: This 2 1/2 in structuralfill materiel came in from theyertrucking <br />Received <br />180.810 <br />Used <br />160.000 <br />Gompany Note: <br />lndexes: <br />lnspector Note: We over excavated 4 footing locations on the existing grade in the concourse l/ 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. <br />Attendanc€/Non-Use Codes included in Hours: None / None <br />Pinted on: <br />Page 2 <br />Date: