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PAY ESTIMATE #2 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE'S" SA.P. 204-1294101- JOPLIN STREET <br />ITEM <br />NO. <br />REM DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT <br />CONTRACT <br />UNITPRICE CONTRACTAMOUNI <br />USED TO <br />DATE <br />EXTENSION <br />1 <br />MOBILIZATION <br />0.17 <br />LUMP SUM <br />500,250.80 S <br />12,037.62 <br />0.17 <br />S <br />13,642.64 <br />2 <br />REMOVE CURB AND GUTTER <br />5215 <br />LIN Fr <br />$3.23 S <br />16,844.45 <br />2856 <br />$ <br />9.224.88 <br />3 <br />REMOVE CONCRETE PAVEMENT <br />505 <br />SO FT <br />$2.61 S <br />1,318.05 <br />5 <br />4 <br />REMOVE CONCRETE WALK <br />2927 <br />SOFT <br />$2.09 S <br />6,117.43 <br />960 <br />5 <br />2.006.40 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />36 <br />SO YD <br />$26.75 S <br />963.00 <br />40 <br />S <br />1070.00 <br />6 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />56 <br />LIN FT <br />$3.16 S <br />183.28 <br />S <br />] <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />311 <br />LIN FT <br />S1.981S <br />615.78 <br />I S <br />8 <br />SALVAGE SIGN SUPPORT <br />12 <br />EACH <br />626.75 5 <br />321.00 <br />S <br />9 <br />SALVAGE CASTING <br />9 <br />EACH <br />5110.48 S <br />994.32 <br />6 <br />$ <br />662.80 <br />10 <br />SUBGRADE EXCAVATION E <br />870 <br />CU YD <br />$19.56 S <br />1].01].20 <br />404 <br />5 <br />9467.04 <br />11 <br />WATER <br />150 <br />MGAL <br />$27.82 S <br />4173.00 <br />5 <br />12 <br />FULL DEPTH RECLAMATION <br />18008 <br />SO YD <br />$1.39 S <br />25,031.12 <br />9,000 <br />S <br />1251000 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />4121 <br />CU YD <br />$6.49 S <br />26.745.29 <br />2.825 <br />5 <br />18.334.25 <br />14 <br />HAUL FULL DEPTH RECLAMATION LV <br />2608 <br />CU YO <br />SEAS S <br />16.925.92 <br />1.271 <br />S <br />8,24879 <br />15 <br />iMILL BITUMINOUS SURFACE 2" <br />64 1 <br />So YO <br />S9.631 5 <br />616.32 <br />S <br />16 <br />MILL BITUMINOUS SURFACE (2.5-1 <br />45 <br />SO YD <br />59.83 S <br />433.35 <br />S <br />17 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />829 <br />GALLON <br />$2.51 S <br />2,080.79 <br />S <br />18 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 2.8 <br />465 <br />TON <br />549.85 5 <br />23,180.25 <br />$ <br />19 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 3.0 <br />2051 <br />TON <br />546.04 $ <br />94,428.04 <br />5 <br />20 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 3,8 <br />2,250 <br />TON <br />540.72 5 <br />91620.00 <br />909.38 <br />S <br />37.029.95 <br />21 <br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING <br />10 <br />TON <br />5197.955 <br />1979.50 <br />6.96 <br />S <br />1377.73 <br />22 <br />ADJUST VALVE BOX <br />6 <br />EACH <br />S513.54 S <br />3,081.24 <br />5 <br />23 <br />INSTALLCASTING <br />12 <br />EACH <br />5110.48 S <br />1,325.76 <br />6 <br />S <br />652.88 <br />24 <br />ADJUST FRAME AND RING CASTING <br />5 <br />EACH <br />$740.22 5 <br />3.701.10 <br />$ <br />25 <br />SEAL CATCH BASIN <br />12 <br />EACH <br />$155.15 S <br />1861.80 <br />6 <br />S <br />930.90 <br />26 <br />4"CONCRETE WALK <br />1]52 <br />SOFT <br />56.3]S <br />11,160.24 <br />S <br />27 <br />6"CONCRETEWAUK <br />1,175 <br />So FT <br />ST44 S <br />8.74200 <br />S <br />28 <br />CONCRETE CURB AND GUTTER DESIGN 8618 <br />5,215 <br />LIN FT <br />512.79 S <br />66.699.85 <br />2,8% <br />5 <br />36,528.24 <br />29 <br />T'CONCRETE DRIVEWAY PAVEMENT <br />58 <br />So YO <br />577.04 5 <br />4,468.32 <br />12.7 <br />$ <br />978.41 <br />W <br />TRUNCATEDDOMES <br />220.0 <br />SOFT <br />$48.15 S <br />10,593.00 <br />5 <br />31 <br />TRAFFIC CONTROL <br />0.15 <br />LUMP SUM <br />579,859.20 S <br />11.978.88 <br />0.08 <br />S <br />6,388.74 <br />32 <br />IINSTALL SIGN SUPPORT <br />9 <br />EACH <br />580.25 S <br />722.25 <br />5 <br />33 <br />ADJUST HANDHOLE <br />2 <br />EACH <br />5428.00 S <br />85600 <br />1 <br />S <br />428.00 <br />34 <br />RIGID PVC LOOP DETECTOR VW <br />4 <br />EACH <br />$909.51 S <br />3.638.04 <br />1 <br />$ <br />909.51 <br />35 <br />STORM DRAIN INLET PROTECTION <br />13 <br />EACH <br />590.95 S <br />1,182.35 <br />13 <br />5 <br />1,102.35 <br />36 <br />STABILIZED CONSTRUCTION EXIT <br />0.15 <br />LUMP SUM <br />55.200.27 S <br />78004 <br />008 <br />S <br />41602 <br />37 <br />FERTILIZER TYPE 1 <br />300 <br />POUND <br />$1.02 5 <br />306.00 <br />S <br />38 <br />COMMON TOPSOIL BORROW L <br />330 <br />CU YD <br />S34.25 S <br />11.302.50 <br />1 <br />5 <br />39 <br />SEEDING <br />1 <br />ACRE <br />5374.51 S <br />374.51 <br />S <br />40 <br />SEED MIXTURE 25-131 <br />165 <br />POUND <br />$3.20 S <br />528.00 <br />S <br />41 <br />HYDRAUUC NATURAL TACKIFIER <br />3,630 <br />SO YD <br />$0.75 S <br />2.722.50 <br />5 <br />42 <br />EROSION CONTROL <br />0.15 1 <br />LUMP SUM <br />53.210.07 5 <br />481.51 <br />S <br />43 <br />PAVEMENT MESSAGE EPDXY <br />99 <br />So FT <br />55.73 $ <br />567.27 <br />$ <br />44 <br />4" SOLID LINE EPDXY <br />770 <br />LIN FT <br />50.31 S <br />238.70 <br />5 <br />45 <br />2W' SOLID UNE EPDXY <br />118 <br />LIN FT <br />56.881 <br />81184 <br />5 <br />46 <br />4" BROKEN UNE EPDXY <br />960 <br />LIN FT <br />50.31 $ <br />297.60 <br />5 <br />47 <br />4" DOUBLE SOLID LINE EPDXY <br />2210 <br />LIN FT <br />50.82 5 <br />1.370.20 <br />S <br />48 <br />CROSSWALK EPDXY <br />1872 <br />SOFT <br />S3,671S <br />6.870.24 <br />5 <br />Total 901 Schedule 'B' S 500,287.45 S 161,999.61 <br />S:V4unidpaMe11nveAER3031PAY ESTIMATES%ER303 PE PE -2 <br />