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<br /> - t <br /> ~ <br /> -- <br /> ~. PARTIAL PAYMENT ESTIMATE <br /> I NO.1 <br /> FROM: JULY (, 1996 <br /> I TO: SEPTEMBER 13, 1996 <br /> CONTRACTOR: THOR CONSTRUCTION COMPANY, INC. <br /> ADDRESS: 5400 NE MAIN STREET. SUITE 203, MINNEAPOUS. MN 55421 <br /> I OWNER: CITY OF ARDEN HilLS, MINNESOTA <br /> PROJECT: (996 BIKE TRA(L IMPROVEMENTS (520-051.20) <br /> COi\'1PLETION DATE Al\fOUNT OF CO:."ITRACT: <br /> I ORIGINAL: SEPTEMBER 30, 1996 ORIGINAL: $ 37,385.53 <br /> REVISED: REVISED: $ 99,906.20 <br /> I <br /> 1 SeRF-DULl': I 0 1996 BIKE TRAn, IMPROVR:\iIENTS _ RASF. RID <br /> I COMMON EXCAVATION (P) CY 1225 4.52 1,225.00 5,537.00 1,225.00 5,537.00 <br /> I 2 GRANULAR BORROW TN 110 4.52 110.00 497.20 110.00 497.20 <br /> 3 MUCK EXCA V A TION CY 250 6.78 250.00 1,695.00 250.00 1,695.00 <br /> 4 CLASS 5 AGGREGATE BASE TN 450 12.80 0,00 0,00 0,00 0,00 <br /> Ie 5 2331 TYPE 41 BITUMINOUS WEAR TN 150 44,40 0,00 0,00 0,00 0,00 <br /> . CONCRETE BLOCK RETAINING WALL SF 500 12.37 500.00 6,185.00 500.00 6,185.00 <br /> 7 CONCRETE SIDEWALK SF .20 4.24 0,00 0,00 0,00 0,00 <br /> I 8 PEDESTRIAN RAMPS EA 2 536.75 0,00 0,00 0,00 0,00 <br /> 9 SIGNAGE LS 1 337.79 0,00 0,00 0,00 0,00 <br /> 10 18" HOPE STORM SEWER LF 20 22.60 20.00 452.00 20.00 452.00 <br /> I II 18- HOPE FES EA 1 (41.25 1.00 141.25 1.00 141.25 <br /> 12 IS" HOPE FES WITRASI-IGUARD EA 1 339.00 1.00 339.00 1.00 339.00 <br /> 13 24" HOPE STORM SEWER LF 20 27.12 20.00 542.40 20.00 542.40 <br /> I 14 24" HDPE FES EA I 214.70 1.00 214.10 1.00 214.70 <br /> 15 24" HDPE FES W/TRASHGUARO EA I 423.75 1.00 423.75 1.00 423.15 <br /> I. CLASS III RIP RAP Cy 9,' 45.20 0,00 0,00 0,00 0,00 <br /> I 17 SILT FENCE LF 500 1.70 500.00 850.00 500,00 &50.00 <br /> 18 BALE CHECK EA 18 5.65 0,00 0,00 0,00 0,00 <br /> 19 LA WN/BOULEV ARD SOD SY 400 2.83 0,00 0,00 0,00 0,00 <br /> I 20 WOOD FIBER BLANKET (HIGH VELOCITY) SY 600 3.96 0,00 0,00 0,00 0,00 <br /> T SCHEDULE 1.0 1996 BIKE TRAIL IMPROVEMENTS - BASE BID-TOTAL 16,877.30 L6,877.30 <br /> I SCHRntlT,E10 AlTRRNATRA <br /> 1 COMMON EXCAVATION (P) CY 135 4.52 135.00 610.20 ]]5.00 610.20 <br /> I 2 CLASS 5 AGGREGATE BASE TN 225 12.80 0,00 0,00 0,00 0,00 <br /> 3 2331 TYPE 41 BITUMINOUS WEAR TN 75 44.40 0,00 0,00 0,00 0,00 <br /> re 4 CONCRETE BLOCK RETAINING WALL SF 480 12.37 480.00 5,931.60 ':30.00 5,937.60 <br /> 5 PEDESTRIAN RAMPS EA 2 536.75 0,00 0,00 0,00 0,00 <br /> I n:\c]erica(\520\520051# t .XLS PAGE] 520-051-30 <br />