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Project: Willow ^r. Overlays Old Crystal Bay Rd. Overlay Payment No: 2 <br />Orono! Mn. MSAP 152-101-07, 152-102-08File No: 13922 <br />Contractor: 14m. Mueller 6 Sons, Inc. _ 'te: Dec. 3, 1985 <br />STATEMENT OF WORK <br />Unit <br />Est'd <br />Quantity <br />Amount <br />Item No. <br />Contract Item <br />Unit <br />Price <br />Quantity <br />To Date <br />To Date <br />PART I -• <br />WILLOW DRIVE OVERLAY - MSAP 152-101-07 - <br />CONT'D <br />2554.501 <br />Traffic barrier Des. A-8307 <br />L.F. <br />$18.00 <br />110 <br />2575.505 <br />Sod with 3" topsoil <br />S.Y. <br />2.80 <br />500 <br />0564.603 <br />4" wide broken line, <br />yellow paint <br />L.F. <br />0.051 <br />6,630 <br />0564.603 <br />4" wide solid line, <br />white paint <br />L.F. <br />0.051 <br />13,260 <br />0564.603 <br />4" wick solid line, <br />yellow paint <br />L.F. <br />0.051 <br />6,000 <br />TOTAL <br />PART I..... <br />$84,084.78 <br />PART II <br />- OLD CRYSTAL BAY ROAD OVERLAY <br />- MSAP 152-102-08 <br />2101.502 <br />Clearing <br />Ea. <br />$35.00 <br />40 <br />30 <br />$1,050.00 <br />2101.507 <br />Grubbing <br />Ea. <br />35.00 <br />40 <br />30 <br />1,050.00 <br />2104.505 <br />Remove bituminous pavement <br />S.Y. <br />4.00 <br />50 <br />47 <br />188.00 <br />2104.521 <br />Sal•!age pipe culvert <br />L.F. <br />2.00 <br />i30 <br />138 <br />276.00 <br />2105.501 <br />Ditch excav ..io, <br />C.Y. <br />3.50 <br />DO <br />925 <br />3,237.50 <br />2105.525 <br />Topsoil borrow <br />C.Y. <br />14.00 <br />600 <br />211i.501 <br />Subgrade - eparation <br />F.Y. <br />1.70 <br />4") <br />2212.501 <br />Aggregate base, ('1. 5 <br />(100% crushed) <br />T. <br />9.101 <br />150 <br />2212.501 <br />Aggregate base il. 5 <br />(100% crushed) for driveway <br />T. <br />9.10 <br />50 <br />2221.501 <br />Aggregate shouldering <br />Cl. 5 (100% crushed) <br />T. <br />9.10 <br />a,350 <br />2231.5L1 <br />Bitue. patching mixture <br />T. <br />55.00 <br />ISO <br />48 <br />2,640.00 <br />Page 2. <br />0263d <br />