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PAY ESTIMATE #4 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "F"- LOCAL FUNDING <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT <br />CONTRACT <br />UNIT PRICE CONTRACT AMOUNT <br />USED TO <br />DATE <br />EXTENSION <br />1 <br />MOBILIZATION <br />0.44 <br />LUMP SUM <br />$80,25(1.0) <br />3531DW <br />020 <br />$ <br />18050.00 <br />2 <br />CLEARING <br />0.1 <br />ACRE <br />$2169!1.20 <br />2169.82 <br />0.1 <br />$ <br />2169.82 <br />3 <br />CLEARING <br />2 <br />TREE <br />$183.37 $ <br />366.74 <br />3 <br />$ <br />550.11 <br />4 <br />GRUBBING <br />0.1 <br />ACRE <br />$14,363.]0 <br />7436.37 <br />0.1 <br />1436.37 <br />5 <br />GRUBBING <br />3 <br />TREE <br />$103.91 <br />311.73 <br />1 <br />$ <br />103.91 <br />6 <br />REMOVE CURB AND GUTTER <br />2,629 <br />LIN FT <br />$3.23 E <br />8491.67 <br />2,422 <br />7823.06 <br />7 <br />REMOVE SEWER PIPE STORM <br />166 <br />LIN FT <br />$11.05 <br />1831.30 <br />166 <br />IS <br />1834.30 <br />8 <br />IREMOVE CONCRETE PAVEMENT <br />6.942 <br />1 SOFT <br />S2.611$ <br />18118.62 <br />2.903 <br />S <br />7576.83 <br />9 <br />REMOVE CONCRETE WALK <br />990 <br />SOFT <br />$2.09 <br />2089.10 <br />TOG <br />1475.54 <br />10 <br />REMOVE BITUMINOUS PAVEMENT <br />5348 <br />SOYO <br />$4.43 <br />23691.86 <br />4,925 <br />21817.75 <br />11 <br />REMOVE RIPRAP <br />27 <br />CU YD <br />3567 $ <br />1044.09 <br />27 <br />$ <br />1044.09 <br />12 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />728 <br />LIN FT <br />$316 $ <br />230048 <br />79 <br />$ <br />249.64 <br />13 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />4767 <br />LIN FT <br />$1.98 $ <br />9436.66 <br />4,324 <br />8561.52 <br />14 <br />SALVAGE SIGN SUPPORT <br />17 <br />EACH <br />$37.45 <br />636.65 <br />10 <br />374.50 <br />15 <br />SALVAGE CASTING <br />22 <br />EACH <br />$110.48 S <br />2430.56 <br />14 <br />S <br />1546.72 <br />16 <br />SALVAGE MAILBOX SUPPORT <br />104 <br />EACH <br />$37.45 $ <br />3894.80 <br />43 <br />$ <br />1610.35 <br />17 <br />LANDSCAPE ALLOWANCE <br />1 <br />ALLOWANCE <br />$20000.00 $ <br />20000.00 <br />$ <br />18 <br />REMOVE MISCELLANEOUS STRUCTURES <br />1 <br />LUMP SUM <br />$1.070.01 S <br />1070.01 <br />19 <br />SALVAGE MISCELLANEOUS STRUCTURES <br />7 <br />LUMP SUM <br />$1,070.01 <br />1070.01 <br />20 <br />COMMON EXCAVATION EV <br />3707 <br />CU YD <br />$15,0] <br />55864.49 <br />2,011 <br />30305.77 <br />21 <br />SUBGRADE EXCAVATION EV <br />6,113 <br />CUYD <br />$16.60 <br />101475.80 <br />4,660 <br />77356.00 <br />22 <br />WATER <br />2% <br />MGAL <br />7.82 <br />6955.00 <br />23 <br />AGGREGATE BASE CLASS 5 <br />33 <br />TON <br />$26.]5 <br />862.75 <br />$ <br />24 <br />FULL DEPTH RECLAMATION <br />44993 <br />SOYD <br />$I.50 <br />67489.50 <br />20684 <br />$ <br />31026.00 <br />25 <br />HAUL FULL DEPTH RECLAMATION LV <br />10492 <br />CU YD <br />$9.00 <br />94426.00 <br />3.322 <br />$ <br />29898.00 <br />26 <br />HAUL FULL DEPTH RECLAMATION LV <br />10,492 <br />CU YD <br />$9.D0 $ <br />94428.00 <br />649958497.00 <br />27 <br />SHOULDER BASE AGGREGATE CLASS 2 <br />50 <br />S".94TON S.94 $ <br />2247.00 <br />28 <br />MILL BITUMINOUS SURFACE TT <br />2,818 <br />SO YD <br />$1.84 $ <br />5185.12 <br />3,216 <br />E <br />5 91].dd <br />29 <br />MILL BITUMINOUS SURFACE <br />5964$1. <br />$ <br />8142.92 <br />5774 <br />E <br />594].22 <br />30 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />3,988 <br />GALLON <br />2.51 $ <br />10009.88 <br />2DOD <br />5020.00 <br />31 <br />TYPE SP 8.5 WEARING COURSE MIXTURE 2C <br />5,114 <br />TON <br />.75 $ <br />249307.50 <br />1,775 <br />86531.25 <br />32 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 3C <br />1,117 <br />TON <br />50.35 <br />50 40.95 <br />1100.82 <br />55426.29 <br />33 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 28 <br />6618 <br />TON <br />540.58$ <br />268558.4 <br />119296 <br />48410.32 <br />34 <br />TYPE SP 12.5 WEARI NO COURSE MIXTURE 2B 2.5"THICK <br />1,241 <br />SOYD <br />$13.14 $ <br />18306.74 <br />773.3 <br />10167.76 <br />35 <br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING <br />695 <br />TON <br />792 S <br />4]204.40 <br />779.40 <br />E <br />52936.85 <br />36 <br />15'CS PIPE CULVERT <br />64 <br />LIN FT <br />50.82 <br />3252.48 <br />64 <br />$ <br />3252.8 <br />37 <br />tT GS PIPE APRON <br />1 <br />EACH <br />48. 58 <br />248.58 <br />1 <br />$ <br />248.58 <br />38 <br />15 -GS PIPEAPRON <br />6 <br />EACH <br />76.20 <br />1657.20 <br />6 <br />S <br />1657.20 <br />39 <br />IS- RC PIPE APRON <br />3 <br />EACH <br />8.60 <br />2485.80 <br />2 <br />1657.20 <br />40 <br />18' RC PIPE APRON <br />1 <br />EACH <br />883.84 $ <br />883.84 <br />2 <br />$ <br />1767.68 <br />41 <br />24'RC PIPE APRON <br />2 <br />EACH <br />$1,<I6.2 $ <br />2872.50 <br />$ <br />42 <br />1S RC PIPE CULVERT DESIGN 3006 CUSS V <br />32 <br />LIN FT <br />66.29 <br />2121.28 <br />43 <br />12' RC PIPE SEWER DESIGN 3006 CLASS V <br />12 <br />LIN FT <br />52.48 <br />629.76 <br />12 <br />$ <br />629.76 <br />dd <br />15' RC PIPE SEWER DESIGN 3006 CLASS V <br />73 <br />LIN FT <br />53.03 <br />3871.19 <br />52 <br />2757.56 <br />45 <br />18- RC PIPE SEWER DESIGN 30)6 CLASS 111 <br />158 <br />LIN FT <br />58.3/ <br />8901.72 <br />124 <br />$ <br />8986.16 <br />46 <br />24' RC PIPE SEWER DESIGN 3506 CLASS 111 <br />74 <br />LIN FT <br />.97 <br />4659.]8 <br />$ <br />47 <br />1T HDPE PIPE SEWER- DIRECTIONAL DRILLED <br />137 <br />LIN FT <br />154.6] <br />21189.79 <br />137 <br />21189.79 <br />48 <br />ADJUST VALVE BOX <br />7 <br />EACH <br />303.82 <br />2126.74 <br />8 <br />2430.56 <br />49 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL <br />9 <br />LIN FT <br />$441.92$ <br />6012.63 <br />fi <br />2651.52 <br />50 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN dB -6020 <br />0) <br />LIN FT <br />386.88 $ <br />11739.60 <br />21.49 <br />8309.75 <br />51 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 <br />4 <br />LIN FT <br />$718.12 $ <br />3095.10 <br />4.37 <br />3095.10 <br />52 <br />CASTING ASSEMBLY <br />9 <br />EACH <br />524.78 <br />4723.02 <br />6 <br />$ <br />3148.68 <br />53 <br />INSTALL CASTING <br />22 <br />EACH <br />110.48 <br />2430.56 <br />14 <br />$ <br />1546.]2 <br />54 <br />ADJUST FRAME AND RING CASTING <br />7 <br />EACH <br />$740.22 <br />5181.50 <br />5 <br />3701.10 <br />55 <br />SEAL CATCH BASIN <br />31 <br />EACH <br />$155.15 <br />6809.65 <br />20 <br />S <br />3103.50 <br />56 <br />RANDOMRIPRAPCLASS 111 <br />25 <br />cum <br />$121.53 $ <br />2989.66 <br />26.8 <br />3257.00 <br />57 <br />GEOTEXTILE FILTER TYPE IV <br />86 <br />SO YO <br />.52474 <br />.72 <br />88 <br />474.Y2 <br />58 <br />4 -CONCRETE WALK <br />25 <br />SOFT <br />6.37 <br />159.25 <br />88 <br />S <br />580.58 <br />59 <br />6'CONCRETE WALK <br />990 <br />SOFT <br />$7.44l s <br />7365.60 <br />532 <br />$ <br />3958.08 <br />60 <br />CONCRETE CURB AND GUTTER DESIGN B412 <br />18808 <br />LIN FT <br />$11.721S <br />220406.32 1 <br />7637 <br />89505.64 <br />S:WunkipelNeW NePER303TAY ESTIMATES\ER303 PE PE - 6 <br />