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PAY ESTIMATE #2 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE 'E' -SA.P.204-154001 - EVANS STREET <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT <br />CONTRACT <br />UNITPRICE CONTRACT AMOUN <br />USED TO <br />DATE EXTENSION <br />1 <br />MOBILIZATION <br />0.08 <br />LUMP SUM <br />580250.83 S <br />4,815.05 <br />S <br />2 <br />REMOVE CURB AND GUTTER <br />2160 <br />LIN FT <br />55.20 S <br />11,232.00 <br />S <br />3 <br />REMOVE CONCRETE PAVEMENT <br />1,412 <br />SOFT <br />SIAS S <br />2.061.52 <br />5 <br />4 <br />REMOVE CONCRETE WALK <br />2,230 <br />SOFT <br />51.09$ <br />2,430]0 <br />S <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />774 <br />SO YD <br />54.64 S <br />3,746.16 <br />$ <br />6 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />230 <br />LIN FT <br />S3.16 S <br />726.80 <br />5 <br />] <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />360 <br />I LIN FT <br />52.09 5 <br />752.40 <br />$ <br />8 <br />SALVAGE SIGN SUPPORT <br />6 <br />EACH <br />S37.45 5 <br />224.70 <br />$ <br />9 <br />SALVAGE CASTING <br />11 <br />EACH <br />S107.00 5 <br />1.177.00 <br />S <br />10 <br />MILL BITUMINOUS SURFACE 1.5" <br />1544 <br />SQ YD <br />$1.95 S <br />3.010.80 <br />5 <br />11 <br />MILL BITUMINOUS SURFACE <br />6,330 <br />50 YD <br />50.59 5 <br />4.914 70 <br />S <br />12 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />883 <br />GALLON <br />$2.51 S <br />2216.33 <br />S <br />13 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 3,C <br />1530 <br />TON <br />547.87 S <br />73.241.10 <br />$ <br />14 <br />TYPE SP 125 BITUMINOUS MIXTURE FOR PATCHING <br />ISS <br />TON <br />S59.821 S <br />11.066.70 <br />1 S <br />15 <br />ADJUST VALVE BOX <br />5 <br />EACH <br />5441.92 S <br />2.209.60 <br />S <br />16 <br />IINSTAILLCASTING <br />11 1 <br />EACH <br />5110.48 $ <br />1.215.28 <br />S <br />17 <br />ADJUST FRAME AND RING CASTING <br />2 <br />EACH <br />5994.32 S <br />1,988.64 <br />5 <br />18 <br />SEAL CATCH BASIN <br />11 <br />EACH <br />$155.15 S <br />1,706.65 <br />S <br />19 <br />4 -CONCRETE WALK <br />1,400 <br />SO FT <br />56.37 $ <br />8,918.00 <br />5 <br />20 <br />6" CONCRETE WALK <br />$70 <br />SO FT <br />57.44 S <br />6,472.80 <br />S <br />21 <br />CONCRETE CURB AND GUTTER DESIGN 8618 <br />2,160 <br />LIN FT <br />$12.79 $ <br />27,626.40 <br />S <br />22 <br />7" CONCRETE DRIVEWAY PAVEMENT <br />157 <br />SO YD <br />S77.041$ <br />12.095.28 <br />S <br />23 <br />TRUNCATED DOMES <br />294 <br />SO FT <br />548.15 5 <br />14.156.10 <br />5 <br />24 <br />TRAFFIC CONTROL <br />0.06 1 <br />LUMP SUM <br />578859.17 5 <br />4,791,55 <br />S <br />25 <br />INSTALL SIGN SUPPORT <br />6 <br />EACH <br />580.25 S <br />481.50 <br />S <br />26 <br />STORM DRAIN INLET PROTECTION <br />11 <br />EACH <br />590.95 S <br />1.000.45 <br />$ <br />27 <br />STABILIZED CONSTRUCTION EXIT <br />0 <br />LUMPSUM <br />55.200.33 S <br />312.02 <br />5 <br />28 <br />COMMON TOPSOIL BORROW L <br />30 <br />CUYD <br />$47.06 S <br />1,411.80 <br />S <br />29 <br />SEEDING <br />0.15 <br />ACRE <br />$374.47 5 <br />56.17 <br />S <br />30 <br />SEED MIXTURE 25-131 <br />25 <br />POUND <br />$3.201 S <br />80.00 <br />$ <br />31 <br />HYDRAULIC NATURAL TACKIFIER <br />533 <br />SQ YD <br />SO.75 S <br />399.75 <br />5 <br />32 <br />JEROSION CONTROL <br />0.06 <br />LUMP SUM <br />$3.210.00 3 <br />192.60 <br />5 <br />33 <br />PAVEMENT MESSAGE EPDXY <br />71 <br />SOFT <br />55.73 S <br />406.83 <br />5 <br />34 <br />4"SOLID LINE EPDXY <br />240 <br />LIN FT <br />50.31 $ <br />74.40 <br />S <br />35 <br />24" SOLID LINE EPDXY <br />70 <br />LIN FT <br />56.88 S <br />481.60 <br />$ <br />W <br />4" BROKEN LINE EPDXY <br />1.150 <br />LIN FT <br />$0.31 S <br />356.50 <br />S <br />37 <br />4" DOUBLE SOLID LINE EPDXY <br />2.250 <br />LIN FT <br />50.62 5 <br />1395.00 <br />S <br />38 <br />CROSSWALK EPDXY <br />324 <br />SOFT <br />S3.671S <br />1,189.08 <br />5 <br />ToUl Bid Schedule "E" $ 210,633.96 S <br />SAMmicipalWelkdve ER3031PAY ESTIMATES\ER303 PE PE -5 <br />