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City of Little Canada <br />515 E. Little Canada Rd. <br />Little Canada, Minn. 55117 <br />2101.513 <br />2104.501 <br />2105.501 <br />2105.505 <br />2105.521 <br />2105.523 <br />2105.525 <br />2211.501 <br />2341.504 <br />2341.508 <br />2341.510 <br />2357.502 <br />2358.501 <br />2501.521 <br />2501.525 <br />2506.509 <br />2506.511 <br />2506.512 <br />2506.516 <br />2531.501 <br />2535.501 <br />2575.501 <br />2575.502 <br />2575.505 <br />2575.511 <br />2575.531 <br />0565.602 <br />0565.602 <br />0565.602 <br />0565.603 <br />0565.603 <br />Clear & Grub ROW <br />Remove CM Pipe <br />Common Excavation <br />Muck Excavation <br />Granular Borrow <br />Common Borrow <br />Topsoil Borrow <br />Aggregate Base <br />Bit. Mat for Mixture <br />Wearing Course Mixture <br />Binder Course Mixture <br />Bit, Mat for Tack Coat <br />Bit. Mat for Prime <br />18" Span RC Arch Pipe <br />18" Span RC Arch Apron <br />Const. CB Design <br />Reconstruct Manholes <br />Reconstruct catch Basin <br />Casting Assemblies <br />Concrete Curb & Gutter <br />Bituminous Curb <br />Roadside Seeding <br />Seed Mixture Type 7 <br />Sodding <br />Mulch Mat. Type 1 <br />Commercial Fertilizer <br />Loop Detector 6 x 10 <br />Loop Detector 6 x 20 <br />Manhole <br />1 -1/4" RSC <br />2 C # 14 <br />Change Order # 1 <br />Change Order # 2 <br />May 7, 1986 <br />RE: FINAL PAYMENT <br />SAP 200 - 101 -03 <br />Shafer Contracting <br />32 L.F. <br />4,572 C.Y. <br />1,278 C.Y. <br />16,792 C.Y. <br />3,771 C.Y. <br />1,290 C.Y. <br />4,086.2 Ton <br />125.92 Ton <br />1,255 Ton <br />1,138.46 Ton <br />500 Gal. <br />900 Gal <br />111 L.F. <br />3 Ea. <br />4 Ea. <br />14 L.F. <br />4 L.F. <br />4 Ea. <br />2,878 L.F. <br />600 L.F. <br />1.07 Acre <br />53.3 Lb. <br />3,622 S.Y. <br />2.17 Ton <br />0.64 Ton <br />2 Ea. <br />1 Ea. <br />2 Ea. <br />Lump Sum <br />5.00 <br />2.50 <br />3.50 <br />3.10 <br />3.10 <br />6.00 <br />6.70 <br />205.00 <br />13.45 <br />10.00 <br />2.00 <br />0.10 <br />28.00 <br />250.00 <br />750.00 <br />175.00 <br />175.00 <br />275.00 <br />5.75 <br />2.00 <br />375.00 <br />1.50 <br />1.30 <br />200.00 <br />250.00 <br />450.00 <br />550.00 <br />310.00 <br />1,500.00 <br />160.00 <br />11,430.00 <br />4,473.00 <br />52,055.20 <br />11,690.10 <br />7,740.00 <br />27,377.54 <br />25,813.60 <br />16,879.75 <br />11,384.60 <br />1,000.00 <br />90.00 <br />3,108.00 <br />750.00 <br />3,000.00 <br />2,450.00 <br />700.00 <br />1,100.00 <br />16,548.50 <br />1,200.00 <br />401.25 <br />80.25 <br />4,708.60 <br />434.00 <br />160.00 <br />900.00 <br />550.00 <br />620.00 <br />170 L.F. 5.00 850.00 <br />525 L.F. 0.60 315.00 <br />TOTAL . . . . $ 209,469.39 <br />Lump Sum 4,255.00 <br />Lump Sum 325.00 <br />TOTAL VALUE WORK . . $ 214,049.39 <br />LESS PREVIOUS EST. . 198,676.34 <br />AMOUNT DUE FINAL ESTIMATE .b. . $ 15,373.05 <br />APPROVED BY: <br />MILNER W. CARLEY & ASSOCIATES, INC. <br />.rite fr <br />BY: <br />4 4 <br />