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PAY ESTIMATE #2 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "D' - S.A.P. <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />ESTIMATED <br />OUANTLTY <br />UNIT <br />CONTRACT <br />UNITPRICE CONTRACTAMOUNI <br />USED TO <br />DATE EXTENSION <br />1 <br />MOBILIZATION <br />0.05 <br />LUMPSUM <br />580250.80 S <br />4.012.54 <br />S <br />2 <br />REMOVE CURB AND GUTTER <br />16 <br />UN FT <br />$21.40 S <br />342.40 <br />$ <br />3 <br />REMOVE SEWER PIPE STORM <br />133 <br />LIN FT <br />$11.05 S <br />1,469.65 <br />5 <br />4 <br />REMOVE CONCRETE PAVEMENT <br />102 <br />SO FT <br />52.81 5 <br />266.22 <br />5 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />450 <br />SOYD <br />$3.69 S <br />1.6150.50 <br />5 <br />6 <br />REMOVE MANHOLES OR CATCH BASINS <br />3 <br />EACH <br />5441.92 5 <br />1,325.76 <br />S <br />7 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />17 <br />LIN FT <br />$3.161S <br />53.72 <br />S <br />6 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />296 <br />LIN FT <br />$1.98 S <br />590.04 <br />$ <br />9 <br />SALVAGE MAILBOX SUPPORT <br />14 <br />EACH <br />537.45 S <br />524.30 <br />5 <br />10 <br />SUBGRADE EXCAVATION EV <br />676 <br />CUYD <br />512.53 $ <br />8,470.28 <br />S <br />11 <br />WATER <br />70 <br />MGAL <br />52782 S <br />1.947.40 <br />5 <br />12 <br />FULL DEPTH RECLAMATION <br />6,007 <br />SO YD <br />51.33 $ <br />7,989.31 <br />S <br />13 <br />HAUL FULL DEPTH RECIAMATION LV <br />1736 <br />CU YO <br />WAS $ <br />10.728.48 <br />S <br />14 <br />HAUL FULL DEPTH RECLAMATION LV <br />1]36 <br />CU YO <br />56.18 S <br />10,728.48 <br />S <br />15 <br />IMILL BITUMINOUS SURFACE 1.5" <br />24 1 <br />SO YD <br />$n 751 S <br />642.00 <br />1 S <br />16 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />350 <br />GALLON <br />52.51 S <br />878.50 <br />S <br />17 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 2.0 <br />529 <br />TON <br />S3787 S <br />25.323.23 <br />S <br />18 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,8 <br />BB2 <br />TON <br />540.23 5 <br />35,482.86 <br />S <br />19 <br />TYPE SP 125 WEARING COURSE MIXTURE 2,B 2.5 -THICK <br />323 <br />so YD <br />S11.74 S <br />3,792.02 <br />S <br />20 <br />15" RC PIPE APRON <br />1 <br />EACH <br />$626.60 S <br />828.60 <br />5 <br />21 <br />12" RC PIPE SEWER DESIGN 3006 CLASS V <br />6 <br />UN FT <br />55248 S <br />314.88 <br />S <br />22 <br />15" RC PIPE SEWER DESIGN 3006 CLASS V <br />91 <br />LIN FT <br />553.03 5 <br />4.825.73 <br />S <br />23 <br />1ADJUST VALVE BOX <br />2 <br />EACH <br />S303,82i S <br />60764 <br />S <br />24 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL <br />3 <br />LIN FT <br />5441.92 5 <br />1.325.76 <br />S <br />25 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48.4020 <br />15 <br />LIN FT <br />552478 5 <br />7,661.79 <br />S <br />26 <br />CASTINGASSEMBLY <br />4 <br />EACH <br />5524]8 $ <br />2.099.12 <br />S <br />27 <br />ADJUST FRAME AND RING CASTING <br />2 <br />EACH <br />$110.46 S <br />220.96 <br />$ <br />25 <br />SEAL CATCH BASIN <br />4 <br />EACH <br />$155.15 S <br />620.60 <br />S <br />29 <br />CONCRETE CURB AND GUTTER DESIGN 6412 <br />3,511 <br />LIN FT <br />511.72 S <br />41,148.92 <br />S <br />30 <br />6' CONCRETE DRIVEWAY PAVEMENT <br />144 <br />SOYD <br />552.97 S <br />7,627.68 <br />S <br />31 <br />INSTALL MAILBOX SUPPORT <br />14 <br />EACH <br />$42.80 S <br />599.20 <br />S <br />32 <br />TRAFFIC CONTROL <br />0.05 <br />LUMP SUM <br />$79,859.20 5 <br />3,992.96 <br />5 <br />33 <br />STORM DRAIN INLET PROTECTION <br />6 <br />EACH <br />590.95 $ <br />545.70 <br />$ <br />34 <br />SEDIMENT CONTROL LOG TYPE COMPOST <br />32D <br />LIN FT <br />51.87 S <br />598.40 <br />5 <br />35 <br />STABILIZED CONSTRUCTION EXIT <br />0.05 <br />LUMP SUM <br />$5,200.20 S <br />260.01 <br />S <br />36 <br />CULVERT END CONTROLS <br />1 <br />EACH <br />5240.75 S <br />240.75 <br />S <br />37 <br />FERTIUZER TYPE I <br />261 <br />POUND <br />$1.02 5 <br />266.22 <br />S <br />38 <br />COMMON TOPSOIL BORROW L <br />150 <br />CY <br />$34.25 S <br />5,137.50 <br />S <br />39 <br />SEEDING <br />1 <br />ACRE <br />$374.51 $ <br />370.]6 <br />5 <br />40 <br />SEED MIXTURE 25-131 <br />191 <br />POUND <br />$3.20 S <br />611.20 <br />S <br />41 <br />HYDRAULIC NATURAL TACKIRER <br />4,205 <br />SOYD <br />$0.75 5 <br />3,154.50 <br />S <br />42 <br />EROSION CONTROL <br />0.05 <br />LUMP SUM 1 <br />$3.210.00 S <br />160.50 <br />S <br />Total old Scheele "D' $ 199,"T07 S <br />S:WwliapaI Aelkrne0ER3031PAY ESTIMATES\ER303 PE PE -4 <br />