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PAY ESTIMATE #4 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "D'- S.A.P. 204149 -001 -193RD AVENUE <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT <br />CONTRACT <br />UNIT PRICE CONTRACT AMOUNT <br />USEDTO <br />DATE EXTENSION <br />1 <br />MOBILIZATION <br />0.05 <br />LUMP SUM <br />$60,2W.W <br />4012.54 <br />$ <br />2 <br />REMOVE CURB AND GUTTER <br />16 <br />LIN FT <br />$21.40 <br />342.40 <br />$ <br />3 <br />REMOVE SEWER PIPE STORM <br />133 <br />LIN FT <br />$11.05 $ <br />1,469.65 <br />4 <br />REMOVE CONCRETE PAVEMENT <br />102 <br />SO FT <br />$2.61 $ <br />26622 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />450 <br />SO YD <br />$3.69 <br />1680.50 <br />IS <br />6 <br />REMOVE MANHOLES OR CATCH BASINS <br />3 <br />EACH <br />1.92 <br />1,325.76 <br />$ <br />T <br />ISAWING CONCRETE PAVEMENT FULL DEPTH <br />17 1 <br />LIN FT <br />$3.161$ <br />53.72 <br />8 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />298 <br />LIN FT <br />$1.98 $ <br />590.04 <br />$ <br />9 <br />SALVAGE MAILBOX SUPPORT <br />14 <br />EACH <br />37.45 <br />524.30 <br />10 <br />SUBGRADE EXCAVATION EV <br />676 <br />CU <br />12.53 <br />8470.28 <br />$ <br />11 <br />WATER <br />70 <br />MGAL <br />$27.82 <br />1947.40 <br />12 <br />FULL DEPTH RECLAMATION <br />6007 <br />SO YD <br />$1.33 111 <br />7989.31 <br />$ <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />17M <br />CU YD <br />$6.18 <br />10,]28.48 <br />E <br />14 <br />HAUL FULL DEPTH RECLAMATION LV <br />1,736 <br />CU YD <br />$6.18 $ <br />10 728.48 <br />15 <br />MILL BITUMINOUS SURFACE 1.S <br />24 <br />SO YD <br />$26.75 $ <br />642.00 <br />$ <br />16 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />350 <br />GALLON <br />$2.51 <br />878.50 <br />$ <br />17 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 2C <br />529 <br />TON <br />$47.87 $ <br />25323.23 <br />18 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,S) <br />882 <br />TON <br />S40.23 $ <br />35482.86 <br />$ <br />19 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 282.5' THICK <br />323 <br />SO YD <br />11.74 <br />3792.02 <br />$ <br />20 <br />is- RC PIPE APRON <br />1 <br />EACH <br />$828.60 $ <br />828.60 <br />21 <br />12' RC PIPE SEWER DESIGN 3006 CLASS V <br />6 <br />LIN FT <br />$52.48 $ <br />314.88 <br />22 <br />15- RC PIPE SEWER DESIGN 3006 CLASS V <br />91 <br />LIN FT <br />$53.031S <br />482573 <br />$ <br />23 <br />ADJUST VALVE BOX <br />2 <br />EACH <br />$303.82 $ <br />607.64 <br />$ <br />24 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL <br />3 <br />LIN FT <br />$441.92 $ <br />1 325.78 <br />25 <br />lCONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />15 <br />LIN FT <br />$524.78 <br />]681.]9 <br />$ <br />26 <br />CASTING ASSEMBLY <br />4 <br />EACH <br />524.78 <br />2099.12 <br />27 <br />ADJUST FRAME AND RING CASTING <br />2 <br />EACH <br />$110.,18 $ <br />220.96 <br />28 <br />SEAL CATCH BASIN <br />4 <br />EACH <br />$155.15 <br />620.60 <br />$ <br />29 <br />CONCRETE CURB AND GUTTER DESIGN 8412 <br />3,611 <br />LIN FT <br />$11.72 $ <br />41148.92 <br />30 <br />6'CONCRETE DRIVEWAY PAVEMENT <br />144 <br />SO YD <br />$52.971 S <br />]62].611 <br />31 <br />INSTALL MAILBOX SUPPORT <br />14 <br />EACH <br />$42.80 <br />599.20 <br />32 <br />TRAFFIC CONTROL <br />0.05 <br />LUMPSUM <br />$79859.20 $ <br />3992.96 <br />$ <br />33 <br />ISTORM DRAIN INLET PROTECTION <br />6 <br />EACH <br />$90.95 $ <br />545.70 <br />$ <br />34 <br />SEDIMENT CONTROL LOG TYPE COMPOST <br />320 <br />LIN FT <br />$1.87 S <br />598.40 <br />$ <br />35 <br />STABILIZED CONSTRUCTION EAT <br />LUMPSUM <br />$5200.20 $ <br />260.07 <br />36 <br />CULVERT END CONTROLS <br />EACH <br />40.75 $ <br />240.75 <br />37 <br />FERTILIZER TYPE <br />A261 <br />POUND <br />1.02 <br />266.22 <br />$ <br />38 <br />COMMON TOPSOIL BORROW LV <br />CY <br />$34.25 $ <br />513].50 <br />39 <br />SEEDING <br />1 <br />ACRE <br />9374.51 $ <br />370.76 <br />E <br />40 <br />SEED MIXTURE 2&131 <br />191 <br />POUND <br />$3.20 <br />611.20 <br />E <br />41 <br />HYDRAULIC NATURALTACKIFIER <br />4206 <br />SO YD <br />SO.75 $ <br />3154.50 <br />42 <br />EROSIONCONTROL <br />0.05 <br />LUMP SUM <br />3210.00 S <br />160.50 <br />$ <br />Total Bid Schedule M' $ 199.447.07 $ <br />S:1MunicIpMe eriER303WAY ESTIMATES\ER303 PE PE -4 <br />