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Hopyard and Owens Intersection Improvements Cost Proposal <br />Project Number. P22-200 <br />Project Name: Hopyard and Owens Intersection Improvements - Amendment <br />TASKS <br />d <br />F <br />w w <br />o . <br />E <br />-- <br />v <br />o <br />a d <br />`25 <br />u <br />w <br />° <br />a <br />4i <br />w <br />c <br />a <br />N <br />i <br />'7 <br />a <br />v <br />p <br />¢ a <br />O <br />O <br />2 <br />O 1— <br />z 2`o <br />w <br />1 <br />o <br />— <br />d <br />mQ <br />a <br />o <br />aoE <br />rn <br />Mi <br />CD <br />AM <br />SN <br />SI <br />AD <br />DA <br />No. Fully Loaded Rates <br />$215otiI725000l <br />$175.00 <br />$125.00 <br />$191.00 <br />$191.00 <br />$95.00 <br />Project Name: Hopyard and Owens Intersection Improvements - Amendment <br />$0 <br />Preliminary Engineering Redesigns <br />0 <br />$0 <br />Buffer/Bollard Separated SB Bike Lane (& associated <br />traveled way and curb revisons for 65% submittal) <br />12 <br />40 <br />52 <br />$0 <br />Two rounds of protected bike lane intersection crossing <br />changes <br />8 <br />14 <br />22 <br />$0 <br />Buffered NB Bike Lane (& associated traveled way, curb <br />and design cross section revisons for 65% submittal) <br />8 <br />60 <br />68 <br />$0 <br />0 <br />$0 <br />Scope Changes for 65% & 95% Designs <br />0 <br />$0 <br />Modify Lighting <br />2 <br />4 <br />6 <br />$0 <br />Additional Drainage Impacts <br />4 <br />12 <br />16 <br />$0 <br />Water Line Replacement <br />12 <br />22 10 <br />44 <br />$0 <br />Changes to Potholing Scope <br />2 <br />4 <br />6 <br />$2,473 <br />$2,473 <br />Raised Separated Bike Lane (& associated traveled way, <br />curb and design cross section revisons for 95% plans) <br />16 <br />60 <br />76 <br />$0 <br />Left Turn Lane Widths (& associated traveled way and <br />curb revisons for pending second 95% plans) <br />12 <br />40 <br />52 <br />$0 <br />0 <br />$o <br />Out of Scope Work to be Done <br />0 <br />$0 <br />Curb Ramp and Driveway Reconstruction <br />4 <br />16 <br />20 <br />$0 <br />Bike Lane Buffer Changes per Caltrans Comments (& <br />associated traveled way, curb, design cross section and <br />staging revisons for second 95% plans) <br />12 <br />40 <br />52 <br />$0 <br />Supplemental Survey <br />1 <br />2 <br />16 8 1 27 <br />$0 <br />Relocate Electroliers <br />1 <br />2 <br />3 <br />$5,000 <br />$5,000 <br />Replace Traffic Signal Pole in NE quadrant <br />I <br />I I <br />1 0 <br />1 $3,500 <br />1 <br />$3,500 <br />Design Standard Decision Document <br />12 <br />4 <br />16 <br />$0 <br />Resubit 95% PS&E <br />12 <br />8 32 <br />52 <br />$0 <br />Vibration Monitoring <br />0 <br />$14,500 <br />$14,500 <br />0 <br />$0 <br />Subtotal -Hours <br />0 118 <br />0 30 340 <br />16 81 01 512 <br />Quincy Labor Cost <br />$0 $25,370 <br />$0 $5,163 $42,500 <br />$3,056 $1,528 $0 $77,617 <br />$77,617 <br />Other Direct Costs <br />$61 <br />$61 <br />Subconsultant Total Cost <br />$8,500 $14,500 <br />$2,473 <br />$25,473 <br />Fixed Fee on ODCs (10%) <br />$6$6 <br />Fixed Fee on Subconsultants (5%) <br />$425 <br />$725 <br />$1241 <br />,274 <br />Fee Reduction ($5000) <br />-$5,000 <br />Total Cost <br />1 <br />$99,430 <br />(iOSfdM EuEge1 Sheet P�2-200 AAfENDMENTRopcf I H. )/'YT Quincy Engineering, Inc. <br />