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Selland Construction Prevailing <br />Job Name: EllensburgRodeo Arena Improvements <br />Cost Code: 98-005 <br />Code Descrintion <br />Cost Code Review <br />T&M: Overexc. & Rock Placement F <br />Class Req. Ilours OT Hours <br />Job Code: 2550-30 <br />TN <br />Other Hours <br />Production Quantities: 0.000 <br />2347 ANTONIO SISCO <br />LD363 2012CAT 930H Loader <br />1136 JASONTORRESVARGAS <br />8H354 2021Komatsu PC238 Exc <br />1136 JASONTORRESVARGAS <br />2566 DYLAN BRO\A/N <br />350 <br />310 <br />210 <br />810 <br />1.50 <br />1.50 <br />2.00 <br />2.00 <br />4.00 <br />5.50 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <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 />13.5 <br />3.5 <br />Labor Totals: <br />Equip Totals: <br />Hours - <br />Hours - <br />Matl-Sub-Exp <br />2MCSBC <br />Description <br />Base Cr <br />CostType <br />M <br />Units Received <br />76.440 <br />Used <br />25.480TN <br />Gompany Note: <br />lnspector Note: <br />lndexes: <br />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 1-2feel lower then most of the other areas. Which this day we had 2 6 in lifts done across <br />the total dig <br />Two 9x9xlft <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 <br />Attendance/Non-Use Codes included in Hours: None / None <br />on: <br />Page 1 <br />10:59:28 <br />Date: