Laserfiche WebLink
Project: Willow Dr. Overlaaa Old Crystal Bay Rd. Overlay. <br />;rono� Mn. MSAP 152-101-0, 152 _102-08 <br />Contractor: aim. Mueller b Sons. Inc. <br />Item No. <br />PART 1 - <br />STATEMENT <br />Contract Item Unit <br />WILL04 DRIVE OVERLAY - ASAP 152-101-07 <br />OF WORK <br />Unit <br />P-ice <br />2104.505 <br />Remove bituminous pavement <br />S.Y. <br />$4.00 <br />2104.521 <br />Salvage pipo cu'v,.rt <br />L.P. <br />2.00 <br />2212.501 <br />Aggregate base, Cl. 5 <br />1 "00% crushed) <br />T. <br />9.10 <br />2212.501 <br />k_4regate 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 cra.k filler <br />Lbs. <br />0.90 <br />02.31.601 <br />Roadglass reinforcement <br />(Design SP-0 <br />S.F. <br />1 70 <br />7311.504 <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 />Bitua. mat'1 for mixture <br />T. <br />200.00 <br />2341.508 <br />Wearing rourse mixture <br />T. <br />10.30 <br />2-57.501 <br />6itum. 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.P. <br />18.00 <br />Page► 1 <br />026 Id <br />Pa,,-ment No: 2 <br />File No: 13Q22 <br />Date: Dec. 3. 1985 <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 />130 <br />1,183.00 <br />150 <br />150 <br />94 <br />5,170.00 <br />900 <br />800 <br />720.00 <br />2,500 <br />2,690 <br />4,573.00 <br />8 <br />5.9 <br />1 , 180.0,^ <br />250 <br />118 <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 />g4 <br />1 , t,64.00 <br />60 <br />240 <br />341.5 <br />6.147.00 <br />