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PAY ESTIMATE #8 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />Rin SCNFnIII F •'n" - S A P. ?nd.4d9-nn1 . 193Rn AVFNIIF <br />ITEM <br />NO. <br />ITEM 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 />LUMP SUM <br />$80,250.80 S <br />4,012.54 <br />0.05 <br />$ <br />4,012.54 <br />2 <br />REMOVE CURB AND GUTTER <br />16 <br />LIN FT <br />$21.40 S <br />342.40 <br />16 <br />S <br />342.40 <br />3 <br />REMOVE SEWER PIPE STORM <br />133 <br />LIN FT <br />$11.05 S <br />1,469.65 <br />133 <br />S <br />1,469.65 <br />4 <br />1 REMOVE CONCRETE PAVEMENT <br />102 <br />SQ FT <br />$2.61 S <br />266.22 <br />102 <br />S <br />266.22 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />450 <br />SQ YD <br />$3.69 $ <br />1,660.50 <br />467 <br />$ <br />1,723.23 <br />6 <br />REMOVE MANHOLES OR CATCH BASINS <br />3 <br />EACH <br />$441.92 S <br />1,325.76 <br />3 <br />$ <br />1,325.76 <br />7 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />17 <br />LIN FT <br />$3.16 S <br />53.72 <br />17 <br />$ <br />53.72 <br />8 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />298 <br />LIN FT <br />$1.98 $ <br />590.04 <br />424 <br />$ <br />839.52 <br />9 <br />SALVAGE MAILBOX SUPPORT <br />14 <br />EACH <br />S37.451 S <br />524.30 <br />14 <br />S <br />524.30 <br />10 <br />ISUBGRADE EXCAVATION EV <br />676 <br />CUYD <br />512.53 S <br />8470.28 <br />922 <br />S <br />11552.66 <br />11 <br />WATER <br />70 <br />MGAL <br />527.82 S <br />1,947.40 <br />0 <br />5 <br />12 <br />FULL DEPTH RECLAMATION <br />6,007 <br />SQ YD <br />51.33 $ <br />7,989.31 <br />6,007 <br />$ <br />7,989.31 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />1736 <br />CU YD <br />56.18 S <br />10 728.48 <br />2,114 <br />S <br />13 064.52 <br />14 <br />HAUL FULL DEPTH RECLAMATION LV <br />1.736 <br />CU YD <br />$6.16 S <br />10 728.48 <br />2,012 <br />$ <br />12 434.16 <br />15 <br />MILL BITUMINOUS SURFACE 1.5" <br />24 <br />SO YD <br />$26.75 $ <br />642.00 <br />24 <br />S <br />642.00 <br />16 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />350 <br />GALLON <br />$2.51 S <br />878.50 <br />320 <br />S <br />803.20 <br />17 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) <br />529 <br />TON <br />547.87 S <br />25,323.23 <br />502.5 <br />$ <br />24,054.68 <br />18 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,B <br />882 <br />TON <br />S40.23 S <br />35 482.66 <br />908.2 <br />$ <br />36 536.89 <br />19 <br />TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK <br />323 <br />SQ YD <br />$11.74 $ <br />3,792.02 <br />340.7 <br />S <br />3,999.82 <br />20 <br />15" RC PIPE APRON <br />1 <br />EACH <br />$828.60 S <br />828.60 <br />1 <br />S <br />628.60 <br />21 <br />12" RC PIPE SEWER DESIGN 3006 CLASS V <br />6 <br />LIN FT <br />552.48 S <br />314.88 <br />6 <br />S <br />314.88 <br />22 <br />15" RC PIPE SEWER DESIGN 3006 CLASS V <br />91 <br />LIN FT <br />$53.03 S <br />4.825.73 <br />91 <br />S <br />4,825.73 <br />23 <br />ADJUST VALVE BOX <br />2 <br />EACH <br />$303.82 S <br />607.64 <br />$ <br />24 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL <br />3 <br />LIN FT <br />$441.92 S <br />1,325.76 <br />3 <br />$ <br />1,325.76 <br />25 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 <br />15 <br />LIN FT <br />$524.78 S <br />7,661.79 <br />14.6 <br />S <br />7.661.79 <br />26 <br />CASTING ASSEMBLY <br />4 <br />EACH <br />S524.78 S <br />2,099.12 <br />4 <br />$ <br />2,099.12 <br />27 <br />1ADJUST FRAME AND RING CASTING <br />2 <br />EACH <br />S110.48 S <br />220.96 <br />2 <br />S <br />220.96 <br />28 <br />SEAL CATCH BASIN <br />4 <br />EACH <br />$155.15 S <br />620.60 <br />4 <br />S <br />620.60 <br />29 <br />CONCRETE CURB AND GUTTER DESIGN 6412 <br />3,511 <br />LIN FT <br />$11.72 S <br />41 148.92 <br />3.520 <br />$ <br />41,254.40 <br />30 <br />6" CONCRETE DRIVEWAY PAVEMENT <br />144 <br />SQ YD <br />S52.971 S <br />7627.68 <br />147.5 <br />S <br />7,813.08 <br />31 <br />INSTALL MAILBOX SUPPORT <br />14 <br />EACH <br />$42.80 S <br />599.20 <br />14 <br />S <br />599.20 <br />32 <br />TRAFFIC CONTROL <br />0.05 <br />LUMP SUM <br />S79,859.20 S <br />3,992.96 <br />0.05 <br />S <br />3,992.96 <br />33 <br />STORM DRAIN INLET PROTECTION <br />6 <br />EACH <br />$90.95 S <br />545.70 <br />6 <br />S <br />545.70 <br />34 <br />SEDIMENT CONTROL LOG TYPE COMPOST <br />320 <br />LIN FT <br />51.87 S <br />598.40 <br />0.0 <br />$ <br />35 <br />STABILIZED CONSTRUCTION EXIT <br />0.05 <br />LUMP SUM <br />$5,200.20 $ <br />260.01 <br />0.05 <br />S <br />260.01 <br />36 <br />CULVERT END CONTROLS <br />1 <br />EACH <br />$240.75 S <br />240.75 <br />1 <br />$ <br />240.75 <br />37 <br />FERTILIZER TYPE 1 <br />261 <br />POUND <br />51.02 S <br />266.22 <br />261 <br />S <br />266.22 <br />38 <br />COMMON TOPSOIL BORROW LV <br />150 <br />CY <br />$34.25 $ <br />5,137.50 <br />150 <br />5 <br />5,137.50 <br />39 <br />SEEDING <br />1 <br />ACRE <br />S374.51 S <br />370.76 <br />1 <br />$ <br />374.51 <br />40 <br />SEED MIXTURE 25-131 <br />191 <br />POUND <br />$3.20 $ <br />611.20 <br />191 <br />S <br />611.20 <br />41 <br />HYDRAULIC NATURAL TACKIFIER <br />4,206 <br />SQ YD <br />50.75 $ <br />3,154.50 <br />4,206 <br />$ <br />3,154.50 <br />42 <br />EROSION CONTROL <br />0.05 <br />1 LUMP SUM <br />$3,210.00 $ <br />160.50 <br />0.05 <br />$ <br />160.50 <br />Total Bid Schedule "D" $ 199,447.07 $ 203,942.55 <br />S:\MunicipalVAelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE -4 <br />