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2020-07-08 CC Packet
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2020-07-08 CC Packet
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Stantec City of Centerville Page 5 of 7 <br />1880 Main Street Client Project Number: <br />Payment Number: 3 <br />Centerville, MN 55038 <br />Quantity <br />Amount <br />Line <br />Description <br />p <br />Units <br />Unit Price <br />Contract <br />This <br />This <br />Quantity <br />Amount To <br />Quantity <br />To Date <br />Date <br />Request <br />Request <br />59 <br />REMOVE CONCRETE <br />SF <br />3.00 <br />230 <br />0 <br />0.00 <br />0 <br />0.00 <br />STEPS <br />60 <br />SALVAGE AND REINSTALL <br />LS <br />1,800.00 <br />1 <br />0 <br />0.00 <br />0.5 <br />900.00 <br />METAL RAILING <br />61 <br />SALVAGE AND REINSTALL <br />EA <br />140.00 <br />35 <br />0 <br />0.00 <br />0 <br />0.00 <br />SIGN <br />62 <br />SALVAGE AND REINSTALL <br />EA <br />140.00 <br />26 <br />13 <br />1,820.00 <br />13 <br />1,820.00 <br />MAILBOX <br />63 <br />ADJUST MANHOLE FRAME <br />EA <br />450.00 <br />10 <br />0 <br />0.00 <br />0 <br />0.00 <br />AND RING CASTING <br />64 <br />COMMON EXCAVATION (P) <br />Cy <br />14.00 <br />12000 <br />0 <br />0.00 <br />0 <br />0.00 <br />65 <br />U GRADE EXCAVATION <br />Cy <br />14.00 <br />2500 <br />0 <br />0.00 <br />0 <br />0.00 <br />66 <br />FABRIC, TYPE <br />Sy <br />1.50 <br />13000 <br />0 <br />0.00 <br />0 <br />0.00 <br />VEOTEXTILE <br />67 <br />SELECT GRANULAR <br />TN <br />12.00 <br />17000 <br />0 <br />0.00 <br />0 <br />0.00 <br />BORROW <br />68 <br />AGGREGATE BASE, CLASS <br />TN <br />18.00 <br />7000 <br />0 <br />0.00 <br />534.02 <br />9,612.36 <br />5, 100% CRUSHED <br />TYPE SP 12.5 NON <br />69 <br />WEARING COURSE <br />TN <br />73.50 <br />1300 <br />0 <br />0.00 <br />0 <br />0.00 <br />MIXTURE 2.0 <br />70 <br />TYPE SP 9.5 WEARING <br />TN <br />78.00 <br />1000 <br />0 <br />0.00 <br />0 <br />0.00 <br />COURSE MIXTURE 2,C <br />BITUMINOUS MATERIAL <br />GA <br />71 <br />FOR TACK COAT <br />L <br />4.00 <br />550 <br />0 <br />0.00 <br />0 <br />0.00 <br />72 <br />BITUMINOUS WEDGE <br />LF <br />5.00 <br />6100 <br />0 <br />0.00 <br />0 <br />0.00 <br />SAWAND SEAL <br />73 <br />TRANSVERSE JOINTS IN <br />LF <br />6.00 <br />2000 <br />0 <br />0.00 <br />0 <br />0.00 <br />BITUMINOUS <br />74 <br />MILL BITUMINOUS <br />LF <br />4.00 <br />500 <br />0 <br />0.00 <br />0 <br />0.00 <br />CONSTRUCTION JOINT <br />TYPE SP 9.5 WEARING <br />75 <br />COURSE MIXTURE - <br />TN <br />152.00 <br />70 <br />0 <br />0.00 <br />0 <br />0.00 <br />DRIVEWAY <br />76 <br />TYPE SP 9.5 WEARING <br />TN <br />152.00 <br />10 <br />0 <br />0.00 <br />0 <br />0.00 <br />COURSE MIXTURE - TRAIL <br />77 <br />4" PERFORATED PVC <br />LF <br />11.00 <br />400 <br />0 <br />0.00 <br />0 <br />0.00 <br />DRAINTILE <br />78 <br />6" PERFORATED PVC <br />LF <br />11.00 <br />5654 <br />0 <br />0.00 <br />0 <br />0.00 <br />DRAINTILE <br />79 <br />DRAINTILE CLEANOUT <br />EA <br />500.00 <br />26 <br />0 <br />0.00 <br />0 <br />0.00 <br />
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