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PAY ESTIMATE #6 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />gin 6[NFOIILF•F•.S A P lfl ti6001.FVANSSTYFET <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 />0.06 <br />LUMP SUM <br />$80250.83 <br />681505 <br />0.06 <br />$ 4815.05 <br />2 <br />REMOVE CURB AND GUTTER <br />2160 <br />LIN FT <br />$5.20 $ <br />11232.00 <br />1690 <br />8788.00 <br />3 <br />REMOVE CONCRETE PAVEMENT <br />1,412 <br />SQ FT <br />$1.46 <br />2061.52 <br />1878.3 <br />$ 2762.32 <br />4 <br />REMOVE CONCRETE WALK <br />2,230 <br />SOFT <br />$1.09 <br />2430.70 <br />$ <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />774 <br />SQ YO <br />$4.84 $ <br />3,746.16 <br />515 <br />2492.60 <br />6 <br />SAWING CONCRETE PAVEMENT IFULL DEPTH <br />230 <br />LIN FT <br />S3.16 S <br />726.80 <br />54 <br />$ 170.64 <br />7 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />360 <br />I LIN FT <br />S2.091 S <br />752.40 <br />2.321 <br />1850.89 <br />8 <br />SALVAGE SIGN SUPPORT <br />6 <br />EACH <br />$37.45 $ <br />224.70 <br />9 <br />SALVAGE CASTING <br />II <br />EACH <br />$107.00 $ <br />1177.00 <br />13 <br />1391.00 <br />10 <br />MILL BITUMINOUS SURFACE 1.5' <br />1544 <br />SO YD <br />$1.95 <br />3010.80 <br />S <br />11 <br />MILL BITUMINOUS SURFACE <br />8,330 <br />SQYD <br />$0.59 $ <br />4914]0 <br />12 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />883 <br />GALLON <br />$2.51 $ <br />2216.33 <br />13 <br />TYPE SP 9.5 WEARING COURSE MIXTURE C <br />1530 <br />TON <br />S47.87 <br />73,241.10 <br />14 <br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING <br />185 <br />TON <br />$59.82 $ <br />11088.70 <br />69.3 <br />$ 2949.13 <br />15 <br />ADJUSTVALVEBOX <br />5 <br />1 EACH <br />$441.921 $ <br />2209.60 <br />16 <br />INSTAL -CASTING <br />11 <br />EACH <br />$110.48 <br />1215.28 <br />13 <br />1436.26 <br />17 <br />ADJUST FRAME AND RING CASTING <br />2 <br />EACH <br />$994.32 $ <br />1988.64 <br />$ <br />18 <br />SEAL CATCH BASIN <br />11 <br />EACH <br />$155.15 $ <br />1]Ofi.fi5 <br />13 <br />2016.95 <br />19 <br />4'CONCRETEWALK <br />1400 <br />SOFT <br />$6.37 <br />8918.00 <br />$ <br />20 <br />G'CONCRETE WALK <br />870 <br />SOFT <br />$7.44 $ <br />6472.80 <br />21 <br />CONCRETE CURB AND GUTTER DESIGN 8618 <br />2160 <br />LIN FT <br />$12.79 $ <br />27626.40 <br />1,690 <br />21615.10 <br />22 <br />T CONCRETE DRIVEWAY PAVEMENT <br />157 <br />SO YD <br />$n.04 <br />12095.28 <br />168.3 <br />$ 12965.83 <br />23 <br />ITRUNCATED DOMES <br />296 <br />1 SOFT <br />$48.15 $ <br />14156.10 <br />26 <br />TRAFFIC CONTROL <br />0.C6 <br />LUMP SUM <br />$79859.17 <br />4791.55 <br />0.06 <br />$ 4791.55 <br />25 <br />INSTALL SIGN SUPPORT <br />6 <br />EACH <br />$80.25 <br />481.50 <br />26 <br />STORM DRAIN INLET PROTECTION <br />11 <br />EACH <br />$90.95 S <br />1 OMA& <br />8 <br />$ 727.60 <br />27 <br />STABILIZED CONSTRUCTION EXIT <br />0 <br />LUMP SUM <br />$5,200.33 <br />312.02 <br />28 <br />COMMON TOPSOIL BORROW LV <br />30 <br />CU YD <br />$47.06 <br />1411.80 <br />S <br />29 <br />SEEDING <br />0.15 <br />ACRE <br />$374.47 S <br />56.17 <br />30 <br />SEED MIXTURE 2&131 <br />25 <br />POUND <br />S3.20 S <br />80.00 <br />31 <br />1 HYDRAULIC NATURAL TACKIFIER <br />633 1 <br />SO YD <br />50.75 $ <br />399]5 <br />32 <br />EROSION CONTROL <br />0.06 <br />LUMP SUM <br />$3210.00 $ <br />192.60 <br />0A6 <br />192.60 <br />33 <br />PAVEMENT MESSAGE EPDXY <br />71 <br />SO FT <br />S5.73 <br />406.83 <br />34 <br />4' SOLID LINE EPDXY <br />240 <br />LIN FT <br />50.31 $ <br />76.40 <br />$ <br />35 <br />2B SOLID LINE EPDXY <br />70 <br />LIN FT <br />$6.88 $ <br />481.60 <br />36 <br />4' BROKEN LINE EPDXY <br />1 150 <br />LIN FT <br />$0.31 <br />356.50 <br />$ <br />37 <br />4' DOUBLE SOLID LINE EPDXY <br />2,250 <br />LIN FT <br />50.82 $ <br />1395.00 <br />$ <br />38 <br />CROSSWALK EPDXY <br />324 <br />SOFT <br />$3.671s <br />1109.08 <br />Total Bid Schedule 'E' $ 210833.98 It 71,945.50 <br />S:1MuNcIraMelkrveAEMnPAY ESTIMATE&ER303 PE PE -5 <br />