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PAY ESTIMATE #5 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "A" - SA.P. 204113916 - MONO PARKWAY <br />ITEM <br />NO. <br />REM DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT <br />CONTRACT <br />UNITPRICE CONTRACT AMOUNT <br />USED TO <br />DATE <br />EXTENSION <br />1 <br />MOBILIZATION <br />0.13 <br />LUMPSUM <br />$80.250.71 <br />10432.60 <br />0.13 <br />10432.60 <br />2 <br />CLEARING <br />1 <br />TREE <br />$1564.]2 S <br />1564.72 <br />3 <br />4696.16 <br />3 <br />GRUBBING <br />1 <br />TREE <br />$586.78 $ <br />586.78 <br />3 <br />$ <br />1760.36 <br />4 <br />REMOVE CURB AND GUTTER <br />4730 <br />LIN FT <br />$3.23 $ <br />15 ]7.90 <br />4,818 <br />$ <br />15562.14 <br />5 <br />REMOVE CONCRETE PAVEMENT <br />990 <br />SOFT <br />52.61 <br />2583.90 <br />1,168 <br />3048.48 <br />6 <br />REMOVE CONCRETE WALK <br />750 <br />SOFT <br />U.09 <br />1567.50 <br />947 <br />S <br />1979.23 <br />] <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />90 <br />1 LIN FT <br />S3,161 S <br />284.0 <br />SO <br />S <br />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 />W <br />LIN FT <br />$16.05 $ <br />802.50 <br />70 <br />$ <br />1123.50 <br />10 <br />SALVAGE SIGN SUPPORT <br />3 <br />EACH <br />$26.75 <br />80.25 <br />2 <br />$ <br />53.50 <br />11 <br />SALVAGE CASTI NO <br />13 <br />EACH <br />$110.48 $ <br />1438.24 <br />13 <br />$ <br />1438.24 <br />12 <br />SUBGRADE EXCAVATION EV <br />160 <br />CUYD <br />$11.73 $ <br />1876.80 <br />211 <br />$ <br />2475.03 <br />13 <br />WATER <br />100 <br />MGAL <br />$27.82 $ <br />2782.00 <br />$ <br />14 <br />FULL DEPTH RECLAMATION <br />17388 <br />SOYD <br />$1.35 $ <br />234]3.80 <br />17388 <br />$ <br />23473.80 <br />15 <br />HAUL FULL DEPTH RECLAMATION LV <br />2801 <br />CU YD <br />$7.14 $ <br />19999.14 <br />2,801 <br />$ <br />19999.14 <br />16 <br />HAUL FULL DEPTH RECLAMATION LV <br />416 <br />CUYD <br />$7.14 $ <br />2970.24 <br />344 <br />2456.16 <br />17 <br />MILL BITUMINOUS SURFACE <br />19 <br />SOYD <br />526]5 <br />508.25 <br />19 <br />$ <br />508.25 <br />18 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />807 <br />GALLON <br />$2.51 $ <br />2025.57 <br />700 <br />1757.00 <br />19 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 2B <br />513 <br />TON <br />$50.08 $ <br />25680.78 <br />468 <br />$ <br />23428.08 <br />20 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 3C <br />1,756 <br />TON <br />$47.02 <br />82567.12 <br />1822.62 <br />85699.59 <br />21 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B <br />2,194 <br />TON <br />541.31 S <br />90634.14 <br />2106.48 <br />87018.69 <br />22 <br />15- RC PIPE SEWER DESIGN 3006 CLASS V <br />103 <br />LIN FT <br />S53.03 S <br />5462.09 <br />94 <br />s <br />4984.82 <br />23 <br />CONNECT TO EXISTING STORM SEWER <br />8 <br />EACH <br />$1988.64 $ <br />15909.12 <br />6 <br />15909.12 <br />24 <br />ADJUST VALVE BOX <br />5 <br />EACH <br />$303.82 $ <br />1,519.10 <br />6 <br />1,822.92 <br />25 <br />CONSTRUCT DRAINAGE 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 />$419.82 S <br />15911.18 <br />44S <br />18472.08 <br />27 <br />CASTING ASSEMBLY <br />10 <br />EACH <br />$524.78 $ <br />5247.80 <br />11 <br />5772.58 <br />28 <br />ADJUST FRAME AND RING CASTING <br />17 <br />EACH <br />$740.22 <br />12683.74 <br />23 <br />17025.06 <br />29 <br />SEAL CATCH BASIN <br />13 <br />EACH <br />$155.15 $ <br />2016.95 <br />24 <br />3723.60 <br />SO <br />4' CONCRETE WALK <br />380 <br />SO FT <br />$6.37 <br />2.420.60 <br />515 <br />$ <br />3.280.55 <br />31 <br />6' CONCRETE WALK <br />705 <br />SOFT <br />7.44 S <br />524520 <br />536 <br />3987.84 <br />32 <br />CONCRETE CURB AND GUTTER DESIGN B618 <br />4.730 <br />LIN FT <br />$12.79 $ <br />60495.70 <br />4,818 <br />61622.22 <br />33 <br />W CONCRETE DRIVEWAY PAVEMENT <br />177 <br />SO YD <br />$57.78 $ <br />10227.06 <br />142.5 <br />8233.65 <br />34 <br />TRUNCATED DOMES <br />100 <br />SOFT <br />$48.15 $ <br />4815.00 <br />75 <br />3611.25 <br />35 <br />INSTALL SALVAGED FENCE <br />50 <br />LIN FT <br />26.75 $ <br />1337.60 <br />70 <br />1872.50 <br />36 <br />TRAFFIC CONTROL <br />0.13 <br />LUMPSUM <br />$79.859.23 $ <br />10381.70 <br />0.13 <br />$ <br />10381.70 <br />37 <br />INSTALL SIGN SUPPORT <br />3 <br />EACH <br />$80,25 $ <br />240.75 <br />2 <br />6 <br />160.50 <br />38 <br />STABILIZED CONSTRUCTION EXIT <br />0.13 <br />LUMPSUM <br />$5.200.231 $ <br />676.03 <br />39 <br />FERTILIZER TYPE I <br />228 <br />POUND <br />$1.02 <br />232.56 <br />228 <br />S <br />232.56 <br />40 <br />COMMON TOP SOIL 80RROW LV <br />270 <br />CU YD <br />$32.12 <br />8672.40 <br />249 <br />$ <br />7987.88 <br />41 <br />SEEDING <br />1.25 <br />ACRE <br />$374.50 <br />468.13 <br />1.25 <br />468.13 <br />42 <br />SEED MIXTURE 2&131 <br />126 <br />POUND <br />$3.20 <br />403.20 <br />126 <br />403.20 <br />43 <br />HYDRAULIC NATURAL TACKIFIER <br />2760 <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 />$3,210.00 <br />417.30 <br />0.13 <br />417.30 <br />45 <br />PAVEMENT MESSAGE EPDXY <br />30 <br />SO FT <br />$5.n <br />171.90 <br />30 <br />$ <br />171.90 <br />46 <br />a SOLID LINE EPDXY <br />5.536 <br />LIN FT0.31 <br />1715.85 <br />5386 <br />$ <br />1672.76 <br />47 <br />24 -SOLID LINE EPDXY <br />42 <br />LIN FT <br />6.88 <br />288.96 <br />40 <br />275.20 <br />48 <br />a DOUBLE SOLID LINE EPDXY <br />345 <br />LIN FT <br />0.62 s <br />213.90 <br />345 <br />213.90 <br />69 <br />CROSSWALK EPDXY <br />I <br />SOFT <br />$3.67 <br />1585.44 1 <br />432 <br />1585.44 <br />Toul Bid Schedule "A" E 460.720.25 S 168.182.13 <br />SAMunIc0aVkeNnverIER303\PAY ESTIMATESIER303 PE PE -1 <br />