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PAY ESTIMATE #6 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE 'A" - S.A.P. 204,113-016.ORONO PARKWAY <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 />0.13 <br />LUMP SUM <br />S80,250.]1 $ <br />10432.60 <br />0.13 <br />$ 10432.60 <br />2 <br />CLEARING <br />1 <br />TREE <br />$1564.72 $ <br />1564.72 <br />3 <br />$ 6694.16 <br />3 <br />GRUBBING <br />/ <br />TREE <br />$586.78 $ <br />586.78 <br />3 <br />4 <br />REMOVE CURB AND GUTTER <br />4730 <br />LIN FT <br />$3.23 <br />15277.90 <br />4,818 <br />$ 15562.14 <br />5 <br />REMOVE CONCRETE PAVEMENT <br />990 <br />SOFT <br />$2.61 <br />258390 <br />1,168 <br />3048.48 <br />6 <br />REMOVE CONCRETE WALK <br />750 <br />SO FT <br />$2.08 $ <br />1,567 SO <br />947 <br />S 1.979.23 <br />] <br />ISAWING CONCRETE PAVEMENT FULL DEPTH <br />SO <br />I LIN FT <br />$3.161$ <br />28440 <br />90 <br />S 284.40 <br />8 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />103 <br />LIN FT <br />$1.98 S <br />203.94 <br />103 <br />203.94 <br />9 <br />SALVAGE CHAIN LINK FENCE <br />50 <br />LIN FT <br />$16.05 <br />802.50 <br />TO <br />$ 1123.50 <br />10 <br />SALVAGE SIGN SUPPORT <br />3 <br />EACH <br />$26.15 $ <br />80.25 <br />2 <br />$ 53.50 <br />11 <br />SALVAGE CASTING <br />13 <br />EACH <br />$110.48 S <br />1436.24 <br />13 <br />$ 1436.26 <br />12 <br />SUBGRADE EXCAVATION EV <br />160 <br />CU YD <br />$11.73 <br />1876.80 <br />211 <br />$ 2475.03 <br />13 <br />WATER <br />100 <br />MGAL <br />$27.82 <br />2782.00 <br />66 <br />$ 1836.12 <br />14 <br />FULL DEPTH RECLAMATION <br />17388 <br />SQ YD <br />1.35 $ <br />23473.80 <br />17388 <br />1 $ 23473.80 <br />15 <br />HAUL FULL DEPTH RECLAMATION LV <br />2801 <br />CUYD <br />7.14 $ <br />19999.14 <br />2,801 <br />$ 19999.14 <br />16 <br />HAUL FULL DEPTH RECLAMATION LV <br />416 <br />CUYD <br />7.14 <br />2970.24 <br />344 <br />S 2456.16 <br />17 <br />MILL BITUMINOUS SURFACE <br />19 <br />SOYD <br />$26.75 <br />508.25 <br />19 <br />508.25 <br />18 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />850 <br />GALLON <br />$2.51 <br />2025.57 <br />700 <br />$ 1]57.00 <br />19 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 28 <br />613 <br />TON <br />$50.06 $ <br />25680.78 <br />468 <br />$ 23428.08 <br />20 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 3C <br />1,756 <br />TON <br />547.02 $ <br />82567.12 <br />1822.62 <br />85699.59 <br />21 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 38 <br />2194 <br />TON <br />541.31 $ <br />90634.14 <br />2106.48 <br />87018.69 <br />Z2 <br />15' RC PIPE SEWER DESIGN 3506 CLASS V <br />103 <br />LIN FT <br />553.03 $ <br />5482.09 <br />94 <br />4984.82 <br />23 <br />CONNECT TO EXISTING STORM SEWER <br />8 <br />EACH <br />51988.64 S <br />15909.12 <br />8 <br />15909.12 <br />24 <br />ADJUST VALVE BOX <br />5 <br />EACH <br />5503.82 S <br />1519.10 <br />6 <br />$ 1822.92 <br />25 <br />CONSTRUCT DRAI NAGE STRUCTURE DESIGN SPECIAL <br />6 <br />LIN FT <br />$441.92 <br />2651.52 <br />10 <br />$ 4419.20 <br />26 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 <br />38 <br />LIN FT <br />S419.82 $ <br />15911.18 <br />44 <br />$ 18472.08 <br />27 <br />CASTING ASSEMBLY <br />10 <br />EACH <br />52618 $ <br />5247.80 <br />13 <br />$ 6822.14 <br />28 <br />ADJUST FRAME AND RING CASTING <br />17 <br />EACH <br />$740.22 S <br />12583.74 <br />23 <br />17025.06 <br />29 <br />SEAL CATCH BASIN <br />13 <br />EACH <br />$155.15 S <br />2016.95 <br />24 <br />3723.60 <br />30 <br />4'CONCRETEWALK <br />380 <br />SOFT <br />$6.37 <br />2420.60 <br />515 <br />$ 3,280.55 <br />31 <br />G'CONCRETEWALK <br />705 <br />SOFT <br />$7.44 S <br />5245.20 <br />536 <br />$ 3987.84 <br />32 <br />CONCRETE CURB AND GUTTER DESIGN B6IB <br />4730 <br />LIN FT <br />$12.79 $ <br />60496.70 <br />4.818 <br />$ 61822.22 <br />33 <br />8' CONCRETE DRIVEWAY PAVEMENT <br />177 <br />SO YD <br />$57.]8 <br />10227.06 <br />142.5 <br />$ 8.233.651 <br />34 <br />TRUNCATED DOMES <br />100 <br />SOFT <br />WAS <br />4815.00 <br />75 <br />$ 3611.25 <br />35 <br />INSTALL SALVAGED FENCE <br />50 <br />LIN FT <br />$26.]5 <br />1,337.50 <br />TO <br />1872.50 <br />36 <br />TRAFFIC CONTROL <br />0.13 <br />LUMPSUM <br />$79859.23 <br />1038110 <br />0.13 <br />10381.70 <br />37 <br />INSTALL SIGN SUPPORT <br />3 <br />EACH <br />S80.25 <br />24015 <br />2 <br />160.50 <br />38 <br />STABILIZED CONSTRUCTION EXIT <br />0.13 <br />LUMP SUM <br />S5.20e23 5 <br />676.03 <br />39 <br />FERTILIZER TYPE 1 <br />Z28 <br />POUND <br />$1.02 $ <br />232.56 <br />228 <br />$ 232.56 <br />40 <br />COMMON TOPSOIL BORROW LV <br />270 <br />CUYD <br />$32.12 $ <br />8672.40 <br />249 <br />]99].88 <br />41 <br />SEEDING <br />1.25 <br />ACRE <br />$374.50 S <br />468.13 <br />1.25 <br />S 468.13 <br />42 <br />SEED MIXTURE 25-131 <br />126 <br />POUND <br />$3.20 <br />403.20 <br />126 <br />S 403.20 <br />43 <br />HYDRAULIC NATURAL TACKIFIER <br />2,760 <br />SO YD <br />$0.75 <br />2070.00 <br />2,760 <br />$ 2070.00 <br />44 <br />EROSION CONTROL <br />0.13 <br />LUMPSUM <br />$3210.00 <br />417.30 <br />0.13 <br />417.30 <br />45 <br />PAVEMENT MESSAGE EPDXY <br />30 <br />SOFT <br />$513 S <br />171.90 <br />30 <br />171.90 <br />46 <br />4' SOLID LINE EPDXY <br />5,535 <br />LIN FT <br />SO.31 S <br />1715.85 <br />5,396 <br />$ 1672.76 <br />47 <br />24'SOLID LINE EPDXY <br />02 <br />LIN FT <br />.88 <br />288.96 <br />40 <br />275.20 <br />48 <br />4' DOUBLE SOLI D L HE EPDXY <br />345 <br />LIN FT$0.62 <br />213.90 <br />345 <br />213.90 <br />49 <br />CROSSWALK EPDXY <br />432 <br />SO FT <br />$3.67 <br />1.58 <br />432 <br />1,585.44 <br />Total Bid Schedule "A' $ 460.720.25 $ 411.067.61 <br />SAMwicipaMebNer1ER30MPAY ESTIMATES\ERXG PE PE -1 <br />