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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 6 Sons, Inc. <br />STATEMENT OF WORK <br />Payment No: 6 <br />File No: 13922 <br />Date: Sept. 2, 1986 <br />Unit <br />Est'd <br />Item No. <br />Contract Item <br />Unit <br />Price <br />Quantity <br />PART II - <br />OLD CRYSTAL BAY ROAD OVERLAY - <br />MSAP 152-102-08 - <br />CONT'D <br />2231.507 <br />Joint & crack filler <br />Lbs. <br />$0.90 <br />1,300 <br />0231.601 <br />Roadglass reinforcement <br />(Design SP-1) <br />S.F. <br />1.70 <br />3,700 <br />2331.504 <br />Bitum. mat'1 for mixture <br />T. <br />200.00 <br />13 <br />2331.504 <br />Leveling course mixture <br />T. <br />10.30 <br />250 <br />2341.504 <br />Bitum. mat'l for mixture <br />T. <br />200.00 <br />155 <br />2341.508 <br />Binder course mixture <br />T. <br />10.30 <br />80 <br />2341.508 <br />Wearing course mixture <br />T. <br />10.30 <br />2,500 <br />2357.502 <br />Bitum. mat'1 for tack coat <br />Gals. <br />0.90 <br />1,500 <br />2501.511 <br />12" CMP pipe culvert <br />(14 gauge) <br />L.F. <br />24.00 <br />60 <br />2501.511 <br />15" CMP pipe culvert <br />(14 gauge) <br />L.F. <br />26.00 <br />60 <br />2501.511 <br />18" CMP pipe culvert <br />(14 gauge) <br />L.F. <br />28.00 <br />60 <br />2501.511 <br />24" CMP pipe culvert <br />14 gauge) <br />L.F. <br />30.00 <br />60 <br />2503.571 <br />Install pipe culvert <br />(Design SP-2) <br />L.F. <br />18.00 <br />180 <br />2511.501 <br />kandom rip rap, Cl. II <br />C.Y. <br />45.00 <br />6 <br />2511.515 <br />Geotextile filter <br />S.Y. <br />2.50 <br />10 <br />2535.501 <br />Bituminous curb <br />L.F. <br />2.00 <br />400 <br />2554.501 <br />Traffic barrier Des. A-8307 <br />L.F. <br />18.00 <br />110 <br />2575.501 <br />Roadside seeding <br />Ac. <br />250.00 <br />3.5 <br />Quantity <br />Amount <br />To Date <br />To Date <br />1,300 <br />$1,170. <br />3,448 <br />5,861. <br />32.38 <br />6,476. <br />647.50 <br />6,669. <br />134.68 <br />26,936. <br />2,161.26 <br />22,260. <br />1,650 <br />1,485. <br />15 360. <br />20 560. <br />138 <br />7 <br />580 <br />125 <br />1.0 <br />Page 3. <br />0263d <br />