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PAY ESTIMATE #6 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE'C'. S ♦ P. 204131-001. BUSINESS CENTER DRIVE <br />REN <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 />0.17 <br />LUMP SUM <br />$80,250.82 <br />13642.64 <br />0.17 <br />$ 13642.64 <br />2 <br />REMOVE CURB AND GUTTER <br />3490 <br />LIN FT <br />$3.23 $ <br />112]2.]0 <br />3,579 <br />$ 11560.17 <br />3 <br />REMOVE CONCRETE PAVEMENT <br />1016 <br />SOFT <br />$2.61 E <br />2651.76 <br />1,318 <br />$ 3,439.98 <br />4 <br />REMOVE CONCRETE WALK <br />2468 <br />SOFT <br />$2.09 <br />5158.12 <br />3,951 <br />S 8257.59 <br />5 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />m <br />LIN FT <br />$3.16 $ <br />265.44 <br />m <br />$ 285.44 <br />6 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />125 <br />LIN FT <br />$1.98 $ <br />247.50 <br />125 <br />$ 247.50 <br />] <br />ISALVAGE SIGN SUPPORT <br />5 <br />EACH <br />$37.45 $ <br />187.25 <br />14 <br />$ 524.30 <br />8 <br />SALVAGE CASTING <br />15 <br />EACH <br />S107.00 <br />160500 <br />18 <br />1712.0 <br />9 <br />SUBGRADE EXCAVATION EV <br />2167 <br />CU YD <br />$18.54 <br />40176.18 <br />3,673 <br />68097.42 <br />10 <br />WATER <br />150 <br />MGAL <br />$27.82 $ <br />4,173.00 <br />W <br />$ 1,669.20 <br />11 <br />FULL DEPTH RECLAMATION <br />21,725 <br />Sam <br />$1.21 <br />26287.25 <br />21,725 <br />28287.25 <br />12 <br />HAUL FULL DEPTH RECLAMATION LV <br />]409 <br />CU YD <br />S6.26 S <br />46380.36 <br />7479 <br />46818.54 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />7024 <br />CU YD <br />S6.25 <br />43900.00 <br />7278 <br />$ 45487.50 <br />14 <br />MILL BITUMINOUS SURFACE 2' <br />44 <br />BOYD <br />$9.63 S <br />423.72 <br />44 <br />S 423.72 <br />15 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />1200 <br />GALLON <br />$2.51 $ <br />3012.00 <br />1,025 <br />$ 2572.75 <br />18 <br />ITYPE SP 12.5 WEARING COURSE MIXTURE 3C <br />2.613 1 <br />TON <br />$45.99 $ <br />120171,87 <br />2651.43 <br />$ 121939.27 <br />17 <br />TYPE SP 12.5 NON WEARI NO COURSE MIXTURE 38 <br />3,264 <br />TON <br />$41.24 $ <br />134607.36 <br />3095.55 <br />$ 127660.48 <br />18 <br />ADJUSTVALVEBOX <br />15 <br />EACH <br />$513.54 $ <br />7703.10 <br />16 <br />8216.64 <br />19 <br />INSTALL CASTING <br />15 <br />EACH <br />S324.48 <br />4867.20 <br />28 <br />9085.46 <br />20 <br />ADJUST FRAME AND RING CASTING <br />11 <br />EACH <br />$740.0 <br />8142.42 <br />14 <br />$ 10363.08 <br />21 <br />SEAL CATCH BASIN <br />15 <br />EACH <br />$155.15 <br />2327.25 <br />16 <br />2482.40 <br />22 <br />4'CONCRETEWALK <br />2238 <br />SOFT <br />$6.37 <br />14256.06 <br />3.195 <br />20352.15 <br />23 <br />VCONCRETEWALK <br />230 <br />SOFT <br />7.46 S <br />1711.20 <br />]W <br />$ 5624.64 <br />24 <br />CONCRETE CURB AND GUTTER DESIGN B618 <br />3490 <br />LIN FT <br />$12.79 $ <br />44637.10 <br />3,609 <br />E 48159.11 <br />25 <br />T CONCRETE DRIVEWAY PAVEMENT <br />114 <br />SO YD <br />$77.N <br />8782.56 <br />150 <br />115511.00 <br />26 <br />8' CONCRETE DRIVEWAY PAVEMENT <br />40 <br />SO YO <br />$57.78 <br />2311.20 <br />SDA <br />$ 2912.11 <br />27 <br />TRUNCATED DOMES <br />56 <br />SO FT <br />$48.15 $ <br />2896.40 <br />34 <br />1,637.10 <br />28 <br />TRAFFIC CONTROL <br />0.17 <br />LUMPSUM <br />$n.859.18 <br />13576.06 <br />0.17 <br />$ 13576.06 <br />29 <br />INSTALL SIGN SUPPORT <br />5 <br />EACH <br />$80.25. S <br />401.25 <br />14 <br />E 1123.50 <br />30 <br />STORM DRAIN INLET PROTECTION <br />17 <br />EACH <br />$90.95 <br />1546.15 <br />38 <br />3274.20 <br />31 <br />STABILIZED CONSTRUCTION ENTRANCE <br />0.17 <br />LUMP SUM <br />$5,20D.28 <br />884.05 <br />0 <br />32 <br />FERTILIZER TYPE 1 <br />72 <br />POUND <br />$1.02 S <br />73.44 <br />72 <br />$ 73.44 <br />33 <br />COMMON TOPSOIL BORROW LV <br />130 <br />CUYD <br />$34.25 $ <br />4AU.W <br />163 <br />$ 5582.75 <br />34 <br />SEEDING <br />0.25 <br />ACRE <br />$374.48 <br />93.62 <br />0.25 <br />93.62 <br />35 <br />ISEED MIXTURE 25-131 <br />40 <br />POUND <br />$3.20 <br />128.00 <br />40 <br />$ 128.W <br />36 <br />HYDRAULIC NATURAL TACKIFIER <br />871 <br />SQ YD <br />$0.75 $ <br />653.25 <br />871 <br />$ 65325 <br />37 <br />EROSION CONTROL <br />0.17 <br />LUMP SUM <br />S3.210.00 S <br />515.70 <br />0.17 <br />545.70 <br />38 <br />PAVEMENT MESSAGE EPDXY <br />192 <br />SO FT 1 <br />$5.73 $ <br />1100.16 <br />192 <br />$ 1.1m.16 <br />39 <br />4' SOLID LINE EPDXY <br />5.912 <br />LIN FT <br />$0.31 $ <br />1832.2 <br />6100 <br />1906.50 <br />40 <br />24' SOLID LINE EPDXY <br />S2 <br />LIN FT <br />$6.88 $ <br />564.16 <br />76 <br />522.88 <br />41 <br />4' BROKEN LINE EPDXY <br />649 <br />LIN FT <br />$0.31 $ <br />201.19 <br />580 <br />$ 173.W <br />42 <br />4' DOUBLE SOLID LINE EPDXY <br />3170 <br />LIN ET <br />$0.62 $ <br />1965.40 <br />4203 <br />2605.88 <br />43 <br />CROSSWALKEPDXY <br />537 <br />SO ET <br />$3.67 $ <br />1970.79 <br />612 <br />$ 2246.04 <br />TONI Bid Schedule" ' S 581.555.06 S 632.599.96 <br />S1MunicipacAeM eiftER3031PAY ESTIMATESIERW3 PE PE -3 <br />