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PAY ESTIMATE 114 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "A"- S.A.P. 20&113016 - ORONO PARKWAY <br />REM <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 />LUMPSUM <br />$80,250,P <br />10432.60 <br />0.13 <br />S <br />10432.60 <br />2 <br />CLEARING <br />1 <br />TREE <br />$1,5114.M <br />1564.72 <br />3 <br />4694.16 <br />3 <br />GRUBBING <br />1 <br />TREE <br />$586.]8 <br />586.78 <br />3 <br />1760.34 <br />4 <br />REMOVE CURB AND GUTTER <br />4,730 <br />LIN FT <br />$3.23 $ <br />15277.90 <br />4,818 <br />$ <br />15562.14 <br />5 <br />REMOVE CONCRETE PAVEMENT <br />990 <br />SO FT <br />$2.61 $ <br />2 583.90 <br />1,168 <br />3,048.48 <br />6 <br />REMOVE CONCRETE WALK <br />750 <br />SO FT <br />$2.09 $ <br />1,567.50 <br />947 <br />S <br />1.979.23 <br />] <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />0 <br />1 LIN FT <br />$3.161$ <br />284.40 <br />90 <br />284.40 <br />8 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />103 <br />LIN FT <br />1.98 <br />203.94 <br />103 <br />$ <br />203.94 <br />9 <br />SALVAGE CHAIN LINK FENCE <br />50 <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 />$26.75 <br />8025 <br />2 <br />$ <br />53.50 <br />11 <br />SALVAGE CASTING <br />13 <br />EACH <br />$110.48 <br />1436.24 <br />13 <br />1436.24 <br />12 <br />SUBGRADE EXCAVATION EV <br />160 <br />CU YD <br />$11.73 <br />1876.80 <br />211 <br />2475.03 <br />13 <br />WATER <br />100 <br />MGAL <br />27.82 <br />2782.00 <br />$ <br />14 <br />FULL DEPTH RECLAMATION <br />17388 <br />SO YD <br />$1.35 <br />23473.80 <br />17388 <br />$ <br />23473.80 <br />15 <br />HAUL FULL DEPTH RECLAMATION LV <br />2.801 <br />CU YD <br />S7.14 S <br />19999.14 <br />2,001 <br />19 999.14 <br />18 <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 Y <br />19 <br />SO YD <br />$26.75 <br />508.25 <br />19 <br />508.25 <br />1S <br />BITUMINOUS MATERIAL FOR TACK COAT <br />507 <br />GALLON <br />$2.51 <br />2025.57 <br />700 <br />1757.00 <br />19 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 28 <br />513 <br />TON <br />$50.06 $ <br />25680.]8 <br />488 <br />23428.08 <br />20 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 3C <br />1758 <br />TON <br />$47.02$ <br />82567.12 <br />1822.62 <br />85893.59 <br />21 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B <br />2,194 <br />TON <br />$0.31 $ <br />90634.14 <br />2106.48 <br />$ <br />87018.69 <br />22 <br />15- RC PIPE SEWER DESIGN 3006 CLASS V <br />103 <br />LIN FT <br />$53.03 IS <br />5462.09 <br />94 <br />S <br />4984.52 <br />23 <br />CONNECT TO EXISTING STORM SEWER <br />8 <br />EACH <br />$119M.61 $ <br />15909.12 <br />8 <br />$ <br />15909.12 <br />24 <br />ADJUST VALVE BOX <br />5 <br />EACH <br />$303.82 E <br />1519.10 <br />6 <br />$ <br />1822.92 <br />25 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL <br />6 <br />LIN FT <br />1.92 <br />2651.52 <br />10 <br />6419.20 <br />26 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />38 <br />LIN FT <br />$419.82 $ <br />15911.18 <br />44 <br />111 <br />18472.08 <br />27 <br />CASTING ASSEMBLY <br />10 <br />EACH <br />$524.78 $ <br />5247.80 <br />17 <br />1 <br />57/2.58 <br />28 <br />ADJUST FRAME AND RING CASTING <br />17 <br />EACH <br />$740.22 $ <br />12583.74 <br />23 <br />17025.08 <br />29 <br />SEAL CATCH BASIN <br />13 <br />EACH <br />ISSAS $ <br />2016.95 <br />24 <br />3]23.80 <br />30 <br />4 -CONCRETE WALK <br />380 <br />SOFT <br />$6.37 <br />2420.60 <br />515 <br />$ <br />3280.55 <br />31 <br />6-CONCRETEWALK <br />705 <br />SOFT <br />$7.46 $ <br />5245.20 <br />536 <br />E <br />3987.84 <br />32 <br />CONCRETE CURB AND GUTTER DESIGN 6618 <br />4,730 <br />LIN FT <br />$12.79 $ <br />60496.70 <br />4.818 <br />S <br />61822.22 <br />33 <br />F CONCRETE DRIVEWAY PAVEMENT <br />177 <br />SO YD <br />$57.78 E <br />10 7.06 <br />142.5 <br />$ <br />8233.65 <br />M <br />TRUNCATED DOMES <br />100 <br />SOFT <br />$48.15 E <br />4815.00 <br />75 <br />$ <br />3611.25 <br />35 <br />INSTALL SALVAGED FENCE <br />50 <br />LIN FT <br />$26.75 <br />1,337.50 <br />70 <br />$ <br />1,872.50 <br />36 <br />TRAFFIC CONTROL <br />0.13 <br />LUMPSUM <br />$79859.23 $ <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 />$ <br />160.50 <br />38 <br />STABILIZED CONSTRUCTION EXIT <br />0.13 <br />LUMPSUM <br />$5200.23 $ <br />676.03 <br />E <br />39 <br />FERTILIZER TYPE I <br />228 <br />POUND <br />$1.02 $ <br />232.56 <br />228 <br />$ <br />232.56 <br />40 <br />COMMON TOPSOIL BORROW LV <br />270 <br />CU YD <br />$32.12 <br />86]2.40 <br />249 <br />7997.88 <br />41 <br />SEEDING <br />1.25 <br />ACRE <br />$374.50S <br />468.13 <br />1.25 <br />$ <br />468.13 <br />42 <br />SEED MIXTURE 25131 <br />126 <br />POUND <br />$3.20 $ <br />403.20 <br />126 <br />E <br />403.20 <br />43 <br />HYDRAULIC NATURAL TACKIFIER <br />2,760 <br />SO YD <br />$0.75 <br />2070.00 <br />2,760 <br />$ <br />2070.00 <br />44 <br />EROSION CONTROL <br />0.13 <br />LUMPSUM <br />$3210.00 $ <br />417.30 <br />0.13 <br />E <br />417.30 <br />45 <br />PAVEMENT MESSAGE EPDXY <br />30 <br />SOFT <br />$5.73 S <br />171.90 <br />30 <br />E <br />171.90 <br />46 <br />4 SOLID LINE EPDXY <br />5.535 <br />LIN FT <br />$0.31 $ <br />1715.85 <br />53% <br />$ <br />18]2.76 <br />47 <br />24" SOLID LINE EPDXY <br />42 <br />LIN FT <br />56.88 $ <br />288.96 <br />40 <br />275.20 <br />48 <br />a DOUBLE SOLID LINE EPDXY <br />345 <br />1 <br />LIN FT <br />$D621 $ <br />213.90 <br />345 <br />$ <br />213.90 <br />49 <br />CROSSWALK EPDXY <br />432 <br />SOFT <br />$3,671S <br />1585.44 1432 <br />1585.66 <br />Total Bid Schedule 'A" $ 460.720.25 $ 488.182.13 <br />SAMIInici,Il .IIAWAERWMPAY ESTIMATES\ER303 PE PE -1 <br />