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Project: Willow Dr. Overlay, Old Crystal Bay Rd. Overlay <br />Orono, Mn. MSAP 152-101-07, 152-102-08 <br />Contractor: Wm. Mu ller 6 Sons, Inc. <br />Item No. <br />PART I - <br />STATEMENT <br />Contract Item Unit <br />WILLOW DRIVE OVERLAY - MSAP 152-101-07 <br />OF WORK <br />Unit <br />Price <br />2104.505 <br />Remove bituminous pavement <br />S.Y. <br />$4.00 <br />2104.521 <br />Salvage pipe culvert <br />L.F. <br />2.00 <br />2212.501 <br />Aggregate base, Cl. 5 <br />(100% crushed) <br />T. <br />9.10 <br />2212.501 <br />Aggregate base, Cl. 5 <br />(100% crushed) for driveways <br />T. <br />9.10 <br />2231.501 <br />Bituminous patching mixture <br />T. <br />55.00 <br />2231.507 <br />Joint and crack filler <br />Lbs. <br />0.90 <br />0231.601 <br />Roadglass reinforcement <br />(Design SP-1) <br />S.F. <br />1.70 <br />2331.504 <br />Bitum. mat'l for mixture <br />T. <br />200.00 <br />2331.504 <br />Leveling course mixture <br />T. <br />10.30 <br />2341.504 <br />Bitum. mat'l for mixture <br />T. <br />200.00 <br />234i.508 <br />Wearing course mixture <br />T. <br />10.30 <br />2357.502 <br />Bitum. mat'l for tack coat <br />Gals. <br />0.90 <br />2501.511 <br />12" CMP pipe culvert <br />(14 gauge) <br />L.F. <br />24.00 <br />2501.511 <br />15" CMP pipe culvert <br />(14 gauge) <br />L.F. <br />26.00 <br />2501.511 <br />15" CMP pipe culvert <br />(7 gauge) <br />L.F. <br />26.00 <br />2503.571 <br />Install pipe culvert <br />(Design SP-2) <br />L.F. <br />18.00 <br />Page 1. <br />0263d <br />Payment No: 4 <br />File No: 13922 <br />Date: June 30, 1986 <br />Est'd <br />Quantity <br />Amount <br />quantity <br />To Date <br />To Date <br />60 <br />85 <br />$340.00 <br />240 <br />341.5 <br />683.00 <br />150 <br />150 <br />1,365.00 <br />150 <br />115.82 <br />1,053.96 <br />150 <br />94 <br />5,170.00 <br />900 <br />800 <br />720.00 <br />2,500 <br />2,346 <br />4,838.20 <br />8 <br />5.9 <br />1,180.00 <br />250 <br />li8 <br />1,215.40 <br />153 <br />161.18 <br />32,236.00 <br />2,550 <br />2,686.25 <br />27,668.38 <br />1,500 <br />1,450 <br />1,305.00 <br />60 <br />60 <br />64 <br />1,664.00 <br />60 <br />240 <br />341.5 <br />6,147.00 <br />