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PAY ESTIMATE #5 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE M'- SAY. 20414"01 -193RD AVENUE <br />ITEM <br />NO. <br />REM DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT <br />CONTRACT <br />UNIT PRICE CONTRACT AMOUNT <br />USED TO <br />DATE <br />EXTENSION <br />1 <br />MOBILIZATION <br />0.05 <br />LUMPSUM <br />$B0,253.80 $ <br />4012.54 <br />0.05 <br />S 4012.54 <br />2 <br />REMOVE CURB AND GUTTER <br />16 <br />LIN FT <br />$21.,10 <br />342.40 <br />16 <br />$ 342.40 <br />3 <br />REMOVE SEWER PIPE STORM <br />133 <br />LIN FT <br />$11.05 <br />1469.65 <br />133 <br />$ 1469.65 <br />4 <br />REMOVE CONCRETE PAVEMENT <br />102 <br />SO FT <br />$2.61 $ <br />266.22 <br />102 <br />$ 268.22 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />450 <br />SO YD <br />$3.69 <br />1660.50 <br />355.5 <br />1311.80 <br />6 <br />REMOVE MANHOLES OR CATCH BASINS <br />3 <br />EACH <br />$441.92 <br />1325.76 <br />3 <br />$ 1325.76 <br />] <br />ISAWING CONCRETE PAVEMENT FULL DEPTH <br />17 <br />1 LIN FT <br />$3.161 $ <br />53.72 <br />17 <br />$ 53.72 <br />B <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />298 <br />LIN FT <br />$1.98 $ <br />590.04 <br />298 <br />$ 590.04 <br />9 <br />SALVAGE MAILBOX SUPPORT <br />14 <br />EACH <br />$37.45S <br />524.30 <br />14 <br />524.30 <br />10 <br />SUBGRADE EXCAVATION EV <br />676 <br />CUYD <br />$12.53 <br />8470.28 <br />316 <br />$ 3959.48 <br />11 <br />WATER <br />70 <br />MGAL <br />$27.82 $ <br />194].40 <br />12 <br />FULL DEPTH RECLAMATION <br />6007 <br />SO YD <br />$1.33 <br />7989.31 <br />6007 <br />7989.31 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />1736 <br />CUYD <br />$6.18 <br />10]28.48 <br />1,660 <br />10258.80 <br />14 <br />HAUL FULL DEPTH RECLAMATION LV <br />17M <br />CU YD <br />$6.18 $ <br />10.]2&,18 <br />1.7W <br />$ 10691.40 <br />15 <br />MILLSITUMINOUS SURFACE 1.17 <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 />52.51 $ <br />878.50 <br />70 <br />$ 1]5.]0 <br />17 <br />ITYPE SP 9.5 WEARING COURSE MIXTURE 2C <br />529 <br />TON <br />$47.87 S <br />25323.23 <br />$ <br />18 <br />TYPE SP 12.5 NON WEARI NG COURSE MIXTURE 28 <br />882 <br />TON <br />$4023 $ <br />35482.86 <br />908.2 <br />36536.89 <br />19 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 2B 2,5` THICK <br />323 <br />SO YD <br />$11.74 <br />3792.02 <br />340.7 <br />3999.82 <br />20 <br />IS -RC PIPE APRON <br />1 <br />EACH <br />$828.60 <br />828.60 <br />1 <br />$ 828.60 <br />21 <br />1T RC PIPE SEWER DESIGN 3006 CLASS V <br />6 <br />LIN FT <br />$52.48 <br />314.88 <br />6 <br />314.88 <br />22 <br />15' RC PIPE SEWER DESIGN 30M CLASS V <br />91 <br />LIN FT <br />S53,03 S <br />4825.73 <br />91 <br />$ 4.825.73 <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 />1325.76 <br />3 <br />$ 1325.76 <br />25 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />15 <br />LIN FT <br />$524.78 <br />7661.79 <br />14.6 <br />7661.79 <br />26 <br />CASTING ASSEMBLY <br />4 <br />EACH <br />$524]8 <br />2099.12 <br />4 <br />$ 2099.12 <br />27 <br />ADJUST FRAME AND RING CASTING <br />2 <br />EACH <br />$110.48 $ <br />220.96 <br />28 <br />SEAL CATCH BASIN <br />4 <br />EACH <br />$155.15 $ <br />620.60 <br />4 <br />$ 620.60 <br />29 <br />CONCRETE CURB AND GUTTER DESIGN M12 <br />3,511 <br />LIN FT <br />$11.72 $ <br />41148.92 <br />3,620 <br />$ 41254.40 <br />30 <br />6- CONCRETE DRIVEWAY PAVEMENT <br />144 <br />SO YD <br />52.97 <br />7627.68 <br />147.5 <br />S 7813.08 <br />31 <br />INSTALL MAILBOX SUPPORT <br />14 <br />EACH <br />$42.80 <br />599.20 <br />$ <br />32 <br />TRAFFIC CONTROL <br />0.05 <br />LUMPSUM <br />$79859.20 $ <br />3992.96 <br />0.05 <br />$ 3992.96 <br />M <br />STORM DRAIN INLET PROTECTION <br />6 <br />EACH <br />$90.95 $ <br />545.70 <br />6 <br />545.70 <br />34 <br />SEDIMENT CONTROL LOG TYPE COMPOST <br />320 <br />LIN FT <br />$1.87 <br />598.40 <br />35 <br />STABILIZED CONSTRUCTION EXIT <br />0.05 <br />LUMPSUM <br />$5200.20 $ <br />260.01 <br />36 <br />CULVERT END CONTROLS <br />1 <br />EACH <br />S2Q.75 <br />240.75 <br />37 <br />FERTILIZER TYPE I <br />261 <br />POUND <br />$1.02 <br />26622 <br />$ <br />38 <br />COMMON TOPSOIL BORROW LV <br />150 <br />Cy <br />$34.25 $ <br />5137.80 <br />39 <br />SEEDING <br />1 <br />ACRE <br />$374.51 <br />370.76 <br />40 <br />SEED MIXTURE 25.131 <br />191 <br />POUND <br />$3.20 $ <br />611.20 <br />$ <br />41 <br />HYDRAULIC NATURAL TACKIFIER <br />4,206 <br />SO YD <br />50.75 $ <br />3154.50 <br />$ <br />42 <br />EROSION CONTROL <br />0.05 <br />LUMPSUM <br />$3210.00 $ <br />180.80 <br />0.05 <br />$ i60S0 <br />Total BIB Schedule -D" $ 199.44].0]S 154.950.95 <br />SAMurapaMelLMeAER301PAY ESTIMATES%ER303 PE PE -4 <br />