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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. Mueller S Sons. Inc. <br />STATEMENT OF WORK <br />Unit <br />Item No. <br />Contract Item <br />Unit <br />Price <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 />2575.505 <br />Sod with 3" topsoil <br />S.Y. <br />2.80 <br />0564.603 <br />4" wide broken line, <br />yellow paint <br />L.F. <br />0.051 <br />0564.603 <br />4" wide solid line, <br />white paint <br />L.F. <br />0.051 <br />0564.603 <br />4" wide solid line, <br />yellow paint <br />L.F. <br />0.051 <br />TOTAL <br />PART I..... <br />PART II <br />- OLD Ci2YSTAL BAY ROAD OVERLAY <br />- MSAP 152-102-08 <br />2101.502 <br />Clearing <br />L'1. <br />$35.00 <br />2101.507 <br />Grubbing <br />Ea. <br />35.00 <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 />2105.501 <br />Ditch excavation <br />C.Y. <br />3.50 <br />2105.525 <br />Topsoil borrow <br />C.Y. <br />14.00 <br />2112.501 <br />Subgrade preparation <br />S.Y. <br />1.70 <br />2212.501 <br />Aggregate base, C1. 5 <br />(100% crushed) <br />T. <br />9.10 <br />2212.501 <br />Aggregate base C1. 5 <br />(100% crushed) for driveway <br />T. <br />9.10 <br />2221.501 <br />Aggregate shouldering <br />Cl. 5 (100% crushed) <br />f. <br />9.10 <br />2231.501 <br />Bitum. patching mixture <br />T. <br />55.00 <br />Payment No: 6 <br />File No: 13922 <br />Date: Sept. 2, 1986 <br />Est'd Quantity Amount <br />Quantity To Date To Date <br />110 125 $2,250.00 <br />500 <br />6,630 6,000 <br />13,260 13,230 <br />306.00 <br />674.73 <br />6,000 3,140 160.14 <br />M,511.51 <br />40 <br />30 <br />$1,050.00 <br />40 <br />30 <br />1,050.00 <br />50 <br />47 <br />188.00 <br />180 <br />138 <br />276.00 <br />1,500 <br />925 <br />3,237.50 <br />600 <br />29.4 <br />411.60 <br />450 <br />150 <br />150 <br />1,365.00 <br />50 <br />2,350 2216.46 20,169.79 <br />150 83 4,565.00 <br />Page 2. <br />0263d <br />