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PAY ESTIMATE 04 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "E"- S.A.P. 204-1544101 - EVANS STREET <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 EXTENSION <br />I <br />MOBILIZATION <br />0.06 <br />LUMPSUM <br />$BO 50.83 $ <br />4815.05 <br />E <br />2 <br />REMOVE CURB AND GUTTER <br />2160 <br />LIN FT <br />$5.20 $ <br />11 32.00 <br />3 <br />REMOVE CONCRETE PAVEMENT <br />1412 <br />SOFT <br />$1.,16 <br />206L52 <br />$ <br />4 <br />REMOVE CONCRETE WALK <br />2 <br />SO FT <br />$1.09 S <br />2,430.70 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />714 <br />SO YD <br />$4.84 $ <br />3,746.16 <br />6 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />230 <br />LIN FT <br />$3.16 S <br />726.80 <br />$ <br />] <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />360 <br />LIN FT <br />$2.09 $ <br />752.40 <br />$ <br />8 <br />SALVAGE SIGN SUPPORT <br />6 <br />EACH <br />$37.45 $ <br />224.70 <br />9 <br />SALVAGE CASTING <br />11 <br />EACH <br />107.00 <br />117/.00 <br />10 <br />MILL BITUMINOUS SURFACE 1.5" <br />1544 <br />SO YD <br />$1.95 <br />3010.80 <br />$ <br />11 <br />MILL BITUMINOUS SURFACE <br />8330 <br />SOYD <br />$0.% $ <br />4914.70 <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 3C <br />1530 <br />TON <br />$47.8T $ <br />73,261.10 <br />$ <br />14 <br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING <br />185 <br />TON <br />$59.82 E <br />11066.70 <br />15 <br />ADJUSTVALVEBOX <br />5 <br />EACH <br />1.92 <br />2209.80& <br />- <br />16 <br />INSTALL CASTING <br />11 <br />EACH <br />$110.48 <br />1215.28 <br />$ <br />17 <br />ADJUST FRAME AND RING CASTING <br />2 <br />EACH <br />$994.n <br />1988.64 <br />18 <br />SEAL CATCH BASIN <br />11 <br />EACH <br />155.15- <br />19 <br />4'CONCRETE WALK <br />1,400 <br />SOFT <br />$6.3] $ <br />891B.DD <br />$ <br />20 <br />6'CONCRETE WALK <br />870 <br />SOFT <br />7.44 $ <br />84]2.80 <br />21 <br />CONCRETE CURB AND GUTTER DESIGN 8618 <br />2,160 <br />LIN FT <br />$12.79M141 <br />0 <br />$ <br />22 <br />T CONCRETE DRIVEWAY PAVEMENT <br />157 <br />SO YD <br />$77.048 <br />23 <br />TRUNCATED DOMES <br />294 <br />BO FT <br />.1524 <br />TRAFFIC CONTROL <br />0.06 <br />LUMPSUM <br />$79859.175$25 <br />INSTALL SIGN SUPPORT <br />6 <br />EACH <br />$80.2526 <br />STORM DRAIN INLET PROTECTION <br />11 <br />EACH <br />90.95 <br />$ <br />27 <br />STABILIZED CONSTRUCTION EXIT <br />0 <br />LUMPSUM <br />$5200.33 <br />28 <br />COMMON TOPSOIL BORROW LV <br />30 <br />CUYD <br />47.060 <br />29 <br />SEEDING <br />0.15 <br />ACRE <br />$374.47 S <br />NAT <br />30 <br />SEED MIXTURE 26131 <br />25 1 <br />POUND <br />$3.201 $ <br />80.00 <br />$ <br />31 <br />HYDRAULIC NATURAL TACKIFIER <br />533 <br />Sam <br />$0.75 <br />399.75 <br />- <br />32 <br />EROSION CONTROL <br />0.06 <br />LUMPSUM <br />$3210.00 <br />192.60 <br />$ <br />33 <br />PAVEMENT MESSAGE EPDXY <br />71 <br />SO FT <br />5.73 $ <br />406.83 <br />34 <br />4' SOLID LINE EPDXY <br />240 <br />LIN FT <br />$0.31 <br />74.40 <br />35 <br />24' SOLID LINE EPDXY <br />70 <br />LIN FT <br />$6.88 $ <br />401.60 <br />$ <br />36 <br />4' BROKEN LINE EPDXY <br />1 150 <br />LIN FT <br />$0.31 $ <br />356.50 <br />37 <br />4' DOUBLE SOLID LINE EPDXY <br />2,250 <br />LIN FT <br />$0.62 $ <br />1.395.D0 <br />E <br />38 <br />CROSSWALK EPDXY <br />324 1 <br />SO FT 1 <br />$3.67 E <br />1189.08 <br />$ <br />TOW Bid Schedule 'T' 6 210.633.96 $ <br />8:1Mun1cipe6Ae1kr eAER3031PAY ESTIMATES\ER303 PE PE -5 <br />