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2023 Neighborhood Pavemet Overlay Improvements <br />I.P. 23-07 <br />Estimate No. 4 Final <br />Period Ending November 30, 2023 <br />CONTRACTAMOUNT <br />COMPLETED THIS PERIOD <br />COMPLETED TO DATE <br />Item No. <br />MnDOT <br />No. <br />Item Description <br />Unit <br />Estimated <br />Quantity <br />Unit Price Extended Total Quantity <br />Extended Total <br />Quantity <br />Extended Total <br />1 <br />2021.501 MOBILIZATION <br />LS <br />1.0 <br />$ 17,470.77 $ <br />17.470.77 <br />0.0 <br />$ - <br />1 <br />$ <br />17,470.77 <br />2 <br />2104.503 REMOVE CONCRETE CURB AND GUTTER <br />LF <br />514 <br />$ 8.27 $ <br />4,250.78 <br />0 <br />$ - <br />522 <br />$ <br />4,316,94 <br />3 <br />2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LF <br />702 <br />$ 2.52 $ <br />1,769.04 <br />0 <br />$ - <br />425 <br />$ <br />1,071.00 <br />4 <br />2104.503 SAWING CONCRETE (FULL DEPTH) <br />LF <br />261 <br />$ 5.73 $ <br />1.495.53 <br />0 <br />$ - <br />85 <br />$ <br />487.05 <br />5 <br />2104.504 REMOVE BITUMINOUS PAVEMENT <br />SY <br />143 <br />$ 6.81 $ <br />973.83 <br />0 <br />$ - <br />167 <br />$ <br />1,137.27 <br />6 <br />2104.504 REMOVE CONCRETE WALK <br />SY <br />186 <br />$ 9.06 $ <br />1,685A6 <br />a <br />$ - <br />186 <br />$ <br />1,685.16 <br />7 <br />2211.507 AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />CY <br />96 <br />$ 43.91 $ <br />4,215,36 <br />0 <br />$ <br />15 <br />$ <br />658.65 <br />8 <br />2231.603 SAWED & SEALED JOINT <br />EA <br />130 <br />$ 48.23 $ <br />6,269.90 <br />0 <br />$ w <br />205 <br />$ <br />9,887.15 <br />9 <br />2231.604 BITUMINOUS PATCH <br />SY <br />333 <br />$ 48.33 $ <br />16,093.89 <br />0 <br />$ - <br />196 <br />$ <br />9,472.68 <br />10 <br />2232.604 MILL BITUMINOUS SURFACE (1.011) <br />SY <br />3023 <br />$ 2.64 $ <br />7,980.72 <br />0 <br />$ - <br />3066 <br />$ <br />8,094.24 <br />11 <br />2232.504 MILL BITUMINOUS SURFACE (2,0n) <br />SY <br />33377 <br />$ 1.04 $ <br />34,712.08 <br />0 <br />$ - <br />33377 <br />$ <br />34,712.08 <br />12 <br />2301.604 CONCRETE PAVEMENT DRIVEWAYS 6" <br />SY <br />8 <br />$ 80.39 $ <br />643.12 <br />0 <br />$ - <br />8 <br />$ <br />643.12 <br />13 <br />2357.506 BITUMINOUS MATERIAL FOR TACK COAT <br />GAL <br />2546 <br />$ 2.84 $ <br />7,230.64 <br />0 <br />$ - <br />2190 <br />$ <br />6,219.60 <br />14 <br />2360.509 1 <br />TON <br />256 <br />$ 88.16 $ <br />22,568.96 <br />0 <br />$ - <br />263 <br />$ <br />22,304.48 <br />15 <br />2360.609 TYPE SP 9,5 WEARING COURSE MIXTURE (3,C) 2,0" <br />TON <br />3772 <br />$ 84.94 $ <br />320,393.68 <br />0 <br />$ - <br />3314 <br />$ <br />281,491.16 <br />16 <br />2503.602 GROUTCATCH BASIN .. .. ..A <br />63 <br />91.1I $ <br />5,739.33 <br />0 <br />$ - <br />57 <br />$ <br />5,193.27 <br />17 <br />:2503.602 RESET CATCH BASIN <br />EA <br />2 <br />$ 321.55 $ <br />:: 643.10. <br />.0 <br />$ - <br />2 <br />$ <br />643.10 <br />18 <br />2504.602 ADJUST VALVE BOX <br />EA <br />18 <br />$ 107.18 $ <br />1.929.24 <br />0 <br />$ = <br />18 <br />$ <br />1,929.24 <br />19 <br />2506.602 ADJUST FRAME AND RING CASTING <br />EA <br />28 <br />$ 53.59 $ <br />1,500.52 <br />0 <br />$ - <br />28 <br />$ <br />1,500.52 <br />20 <br />2521.504 6" CONCRETE WALK <br />SY <br />324 <br />$ 69.67 $ <br />22,573.08 <br />0 <br />$ - <br />353 <br />$ <br />24,593.51 <br />21 <br />2521.602 DRILL & GROUT RElNF BAR (EPDXY COATED) <br />EA <br />222 <br />$ 10.72 $ <br />2,379.84 <br />0 <br />$ - <br />378 <br />$ <br />4,052.16 <br />22 <br />2531.503 CONCRETE CURB & GUTTER DESIGN B618 <br />LF <br />374 <br />$ 48.23 $ <br />18,038.02 <br />0 <br />$ - <br />399 <br />$ <br />19,243.77 <br />23 <br />2531.503 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />140 <br />$ 48.23 $ <br />6,752.20 <br />0 <br />$ - <br />123 <br />$ <br />5,932.29 <br />24 <br />2531.604 7" CONCRETE VALLEY GUTTER <br />SY <br />17 <br />$ 75.03 $ <br />1,276.51 <br />0 <br />$ - <br />12 <br />$ <br />900.36 <br />25 <br />2531.618 TRUNCATED DOMES <br />SF <br />370 <br />$ 48.23 $ <br />17,845.10 <br />.0 <br />$ - <br />378 <br />$ <br />18,230.94 <br />26 <br />2540.601 LANDSCAPE RESTORATION <br />LS <br />1 <br />$ 1,607,74 $ <br />1,607.74 <br />0 <br />$ - <br />1 <br />$ <br />1,607.74 <br />27 <br />2563.601 TRAFFIC CONTROL <br />LS <br />1 <br />$ 3,215.48 $ <br />3,215,48 <br />0 <br />$ - <br />1 <br />$ <br />3,215.48 <br />28 <br />2574.507 TOPSOIL (LV) <br />CY <br />21 <br />$ 49.84 $ <br />1,046.64 <br />0 <br />$ - <br />31 <br />$ <br />1,545.04 <br />29 <br />2575.504 SODDING TYPE LAWN <br />SY <br />189 <br />$ 24.27 $ <br />4,587.03 <br />0 <br />$ - <br />350 <br />$ <br />8,494.50 <br />ORIGINAL CONTRACT TOTALS <br />$ <br />536,886.89 <br />$ - <br />$ <br />496,733.27 <br />CHANGE <br />ORDER <br />No.1 - REVISE <br />ALPINE DRIVE MILL & OVERLAY <br />Item No. <br />M D T Item Description <br />Unit <br />Estimated <br />Quantity <br />Unit Price Extended Total <br />Quantity <br />Extended Total <br />Quantity <br />Extended Total <br />30A <br />2232.504 M[LL BITUMINOUS SURFACE (1.5") - ALPINE DRIVE <br />SY <br />5876 <br />$ 2.64 $ <br />15,512.64 <br />0 <br />$ - <br />7532 <br />$ <br />19,884.48 <br />13A <br />2357.506 BITUMINOUS MATERIAL FOR TACK COAT - ALPINE DRIVE <br />GAL <br />411 <br />$ 2.84 $ <br />1,167.24 <br />0 <br />$ - <br />753 <br />$ <br />2,138.52 <br />14A <br />2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)1.5" - <br />ALPINE DRIVE <br />TON <br />498 <br />$ 88.16 $ <br />43.903.68 <br />0 <br />$ - <br />621 <br />$ <br />54.747.36 <br />CHANGE ORDER TOTALS <br />$ <br />60,683.56 <br />$ - <br />$ <br />76,770.36 <br />GRAND TOTALS <br />$ 597 470.45 <br />$ - <br />$ <br />573 503.63 <br />Internal City Use Onl <br />Pavement Management Funds <br />` = <br />$ <br />490,896.9( <br />Storm Sewer MW Funds <br />` <br />$ <br />5 836.3i <br />2023 Budgeted LES22ra Pa vement Ra air Funds <br />$ ;: = <br />$ <br />76 774.3( <br />Total Funds <br />$ '; <br />$ <br />573 5U3.& <br />Fay Estimate Page 2 of 2 <br />