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PAY ESTIMATE #4 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE W - SAP. 2U4-123-001 -JOPI <br />REM <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 />LUMPSUM <br />$80250.80 $ <br />12037.62 <br />0.17 <br />13642.64 <br />2 <br />REMOVE CURB AND GUTTER <br />5215 <br />LIN FT <br />$3.23 $ <br />18844.45 <br />5202 <br />16802.46 <br />3 <br />REMOVE CONCRETE PAVEMENT <br />505 <br />SO FT <br />$2.61 <br />1,318.05 <br />793 <br />2089.73 <br />4 <br />REMOVE CONCRETE WALK <br />2927 <br />SOFT <br />$2.09 <br />6117.43 <br />4,595 <br />9603.55 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />36 <br />SO YO <br />$26.75 $ <br />983.00 <br />137 <br />$ 3664.75 <br />6 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />58 <br />LIN FT <br />$3.16 $ <br />18328 <br />58 <br />$ 183.28 <br />] <br />ISAWING BITUMINOUS PAVEMENT FULL DEPTH <br />311 <br />LIN FT <br />$1.981 S <br />615.78 <br />311 <br />$ 615.78 <br />8 <br />SALVAGE SIGN SUPPORT <br />12 <br />EACH <br />$26.75 $ <br />321.00 <br />17 <br />$ 454.75 <br />9 <br />SALVAGE CASTING <br />9 <br />EACH <br />$110.48 <br />980.32 <br />12 <br />$ 1325.76 <br />10 <br />SUBGRADE EXCAVATION EV <br />8ZD <br />CU YD <br />$19.56 <br />17017.20 <br />970 <br />17017.20 <br />11 <br />WATER <br />150 <br />MGAL <br />$27.82 <br />41]3.00 <br />12 <br />FULL DEPTH RECLAMATION <br />18,008 <br />Sam <br />$1.39 $ <br />25031.12 <br />18,008 <br />$ 25031.12 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />4121 <br />CU YD <br />$6.49 <br />26745.29 <br />4,121 <br />$ 26]45.29 <br />14 <br />HAUL FULL DEPTH RECLAMATION LV <br />2608 <br />CU YD <br />$6.49 $ <br />16925.92 <br />2,608 <br />16925.92 <br />15 <br />MILL BITUMINOUS SURFACE <br />64 <br />Sam <br />$9.83 $ <br />616.32 <br />84 <br />$ 616.32 <br />16 <br />MILL BITUMINOUS SURFACE 2.5' <br />45 <br />SO YD <br />$9.83 <br />433.35 <br />45 <br />$ 433.35 <br />17 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />829 <br />GALLON <br />$2.51 <br />2080.]9 <br />610 <br />1531.10 <br />18 <br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) <br />465 <br />TON <br />$49.85 <br />23180.25 <br />436.88 <br />21 770.4] <br />19 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 3C <br />2051 <br />TON <br />$48.04 $ <br />94428.04 <br />2181.55 <br />$ 99517.76 <br />20 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 38 <br />2250 <br />TON <br />$40.72 <br />91620.00 <br />2320.24 <br />94480.17 <br />21 <br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING <br />10 <br />TON <br />$197.95 <br />1,979.50 <br />16.96 <br />S 3357.23 <br />22 <br />ADJUST VALVE BOX <br />6 <br />EACH <br />$513.M $ <br />3001.24 <br />6 <br />$ 3081.24 <br />23 <br />INSTALLCASTING <br />12 <br />EACH <br />$110.481S <br />1325.76 <br />12 <br />$ 1325.76 <br />24 <br />ADJUST FRAME AND RING CASTING <br />5 <br />EACH <br />$740.22 $ <br />3701.10 <br />8 <br />$ 5921.76 <br />25 <br />SEAL CATCH BASIN <br />12 <br />EACH <br />$155.15 $ <br />1861.80 <br />12 <br />$ 1%1.80 <br />26 <br />4 -CONCRETE WALK <br />1752 <br />SOFT <br />S6.37 <br />11160.24 <br />2.201 <br />S 14020.37 <br />27 <br />6' CONCRETE WALK <br />1175 <br />SQ FT <br />ST." $ <br />8742.00 <br />2,379 <br />17699.76 <br />28 <br />CONCRETE CURB AND GUTTER DESIGN 8618 <br />215 <br />LIN FT <br />$12.79 $ <br />WANES <br />5177 <br />$ 66213.83 <br />29 <br />T CONCRETE DRIVEWAY PAVEMENT <br />58 <br />SO YD <br />$77.04 $ <br />4468.32 <br />103.7 <br />S 7989.05 <br />30 <br />TRUNCATED DOMES <br />220.0 <br />SOFT <br />WAS $ <br />1059300 <br />292 <br />$ 14059.80 <br />31 <br />ITRAFFIC CONTROL <br />0.15 <br />LUMPSUM <br />$n.8slLm <br />11978.88 <br />0.15 <br />11978.88 <br />32 <br />INSTALL SIGN SUPPORT <br />9 <br />EACH <br />$80.25_L <br />722.25 <br />17 <br />$ 1364.25 <br />33 <br />ADJUST HANDHOLE <br />2 <br />EACH <br />$428.00 <br />856.00 <br />i <br />428.00 <br />34 <br />RIGID PVC LOOP DETECTOR 6110 <br />4 <br />EACH <br />$909.51 $ <br />3838.04 <br />1 <br />S 909.51 <br />35 <br />STORM DRAIN INLET PROTECTION <br />13 <br />EACH <br />$90.95 <br />1 18235 <br />13 <br />1,182.35 <br />36 <br />STABILIZED CONSTRUCTION EXIT <br />0.15 <br />LUMPSUM <br />$5,2DD.27 <br />]8004 <br />0.0 <br />37 <br />FERTILIZER TYPE I <br />300 <br />POUND <br />$1.02 $ <br />306.00 <br />Is 306.00 <br />38 <br />COMMON TOPSOIL BORROW (LVj <br />330 <br />CU YD <br />$34.25 S <br />11302.50 <br />354 <br />12124.50 <br />39 <br />SEEDING <br />1 <br />ACRE <br />$374.51 $ <br />374.51 <br />1 <br />$ 374.51 <br />40 <br />SEED MIXTURE 25131 <br />ISE <br />POUND <br />$320 $ <br />528.00 <br />165 <br />$ 52B.00 <br />41 <br />HYDRAULIC NATURAL TACKIFIER <br />3630 <br />Sam <br />$0.75 $ <br />2]22.50 <br />3,630 <br />$ 2]22.50 <br />42 <br />EROSION CONTROL <br />0.15 <br />LUMPSUM <br />$3210.07 $ <br />481.51 <br />0.15 <br />$ 481.51 <br />43 <br />PAVEMENT MESSAGE EPDXY <br />99 <br />SO FT <br />$5.73 $ <br />567.27 <br />99 <br />$ 587.27 <br />44 <br />4' SOLID LINE EPDXY <br />770 <br />LIN FT <br />$0.31 <br />238.70 <br />]]0 <br />238.70 <br />45 <br />24' SOLID LINE EPDXY <br />118 <br />LIN FT <br />S6.88 $ <br />811.84 <br />156 <br />$ 1,()M.28 <br />46 <br />4'BROKEN LINE EPDXY <br />960 <br />LIN FT <br />$0.31 <br />297.60 <br />880 <br />272.80 <br />47 <br />4' DOUBLE SOLID LINE EPDXY <br />2210 <br />LIN FT <br />$0.62 <br />1,3M.20 <br />2,183 <br />1,353,46 <br />48 <br />CROSSWALK EPDXY <br />1872 <br />$0 FT <br />$3.67 $ <br />8870.24 <br />1602 <br />S 5879.34 <br />Total Bid Schedule "B" $ 500.297.45 $ 529.154.86 <br />S:1MurdclpeKAe8ene0ER303U'AY ESTIMATES\ER303 PE PE -2 <br />