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PAY ESTIMATE R2 <br />CIN OF ELK RIVER <br />2017 Street Improvements <br />F "F" .I CICAI. RINnING <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT <br />CONTRACT <br />UNITPRICE CONTRACTAMOUNI <br />USED TO <br />DATE <br />EXTENSION <br />61 <br />CONCRETE CURB AND GUTTER DESIGN 8618 <br />2559 <br />UNFT <br />$12.79 S <br />32,729.61 <br />STABNZINGAGGREGATE 1.5' CLEAR ROCK <br />S <br />62 <br />6" CONCRETE DRIVEWAY PAVEMENT <br />1,397 <br />80 Y0 <br />S52.97 5 <br />73.999.09 <br />513.13 <br />S <br />63 <br />T' CONCRETE DRIVEWAY PAVEMENT <br />106 <br />SO YO <br />$77.04 S <br />6,16624 <br />S 3.526.36 <br />5 <br />64 <br />8" CONCRETE DRIVEWAY PAVEMENT <br />73 <br />SQ YO <br />$57.76 S <br />4.217.94 <br />5 <br />65 <br />CONCRETE DRAINAGE FLUME <br />61 <br />SQ YD <br />5115.56 S <br />7.049.16 <br />S <br />Be <br />TRUNCATED DOMES <br />170 <br />SOFT <br />$48.15 5 <br />8,185.50 <br />5 <br />67 <br />JBITUMINOUS CURB <br />1,710 <br />1 LIN FT <br />$2.141S <br />3,659.40 <br />2,461 <br />S 5,266.54 <br />68 <br />MAILBOXSUPPORT <br />15 <br />I EACH <br />SI01.65 5 <br />1,524.75 <br />5 <br />69 <br />INSTALL MAILBOX SUPPORT <br />104 <br />EACH <br />$42.80 S <br />4,451.20 <br />5 <br />70 <br />TRAFFIC CONTROL <br />0.44 <br />LUMPSUM <br />579,859.18 S <br />35138.04 <br />S <br />71 <br />INSTALL SIGN SUPPORT <br />17 <br />EACH <br />$W.25 S <br />1.364.25 <br />5 <br />72 <br />ADJUST HANDHCLE <br />2 <br />EACH <br />$428.00 S <br />856.00 <br />S <br />73 <br />RIGID PVC LOOP DETECTOR & A' <br />4 <br />EACH <br />5909.51 S <br />3.638.04 <br />S <br />74 <br />SILT FENCE. TYPE MS <br />2.280 <br />LIN FT <br />SL87 5 <br />4.263.60 <br />477 <br />5 891.99 <br />75 <br />ISTORM DRAIN INLET PROTECTION <br />44 <br />EACH <br />I 590.95 S <br />4,001.80 <br />6 <br />5 545.70 <br />76 <br />SEDIMENT CONTROL LOG TYPE COMPOST <br />3450 <br />1 LIN FT <br />S1 9] S <br />6.451.50 <br />S <br />77 <br />STABIUZED CONSTRUCTION EXIT <br />0.44 <br />LUMPSUM <br />$5200.25 S <br />2.288.11 <br />5 <br />78 <br />CULVERT END CONTROLS <br />2 <br />EACH <br />524076 S <br />481.52 <br />S <br />79 <br />FERTILIZER TYPE 1 <br />2.1]3 <br />POUND <br />$1.02 5 <br />2.216.48 <br />150 <br />$ 153.00 <br />80 <br />COMMON TOPSOIL BORROW LV <br />1,092 <br />CUYD <br />535.85 $ <br />39148.20 <br />155 <br />5 5.556.75 <br />81 <br />SEEDING <br />7 <br />ACRE <br />5374.50 $ <br />2,640.23 <br />0.38 <br />S 142.31 <br />82 <br />SEEDMIXTURE 25-131 <br />1.549 <br />POUND <br />$3.20 S <br />4,956.80 <br />83 <br />$ 265.60 <br />83 <br />IEROSION CONTROL BLANKETS CATEGORY 3 <br />3,125 <br />BOYD <br />51.55 S <br />4.643.75 <br />100 1 <br />S 155.00 <br />U <br />HYDRAULIC NATURAL TACIOFIER - <br />30,922 <br />1 BOYD <br />SO.75i $ <br />23.191.50 <br />1.615 1 <br />5 1.361.25 <br />85 <br />EROSION CONTROL <br />0.44 <br />LUMPSUM <br />$3,210.02 $ <br />1,412.41 <br />S <br />Be <br />PAVEMENT MESSAGE EPDXY <br />45 <br />SO FT <br />$5.73 S <br />257.85 <br />S <br />87 <br />4" SOUD LINE EPDXY <br />2959 <br />LIN FT <br />50.31 5 <br />917.29 <br />S <br />88 <br />24' SOLID LINE EPDXY <br />43 <br />LIN FT <br />$8.88 S <br />295.84 <br />S <br />89 <br />4" BROKEN UNE EPDXY <br />622 <br />LIN FT <br />$0.31 5 <br />192.82 <br />S <br />90 <br />4" DOUBLE SOLID UNE EPDXY <br />1.180 <br />LIN FT <br />50.62 5 <br />731.60 <br />5 <br />91 <br />CROSSWALK EPDXY <br />270 <br />SO FT <br />I 53.67 5 <br />990.90 <br />5 <br />TAMI Bid SN182u10"F" $ 1,824,961.43 5 255,628.53 <br />SCHEDULE G -LOCAL FUNDING FIELD CHANGE DIRECTIVE <br />ITEM <br />NO. <br />ITEM DESCRIPTION <br />ESTIMATED <br />QUANTITY UNIT <br />CONTRACT <br />UNIT PRICE ICONTRACTAMOUNT1 <br />USED TO <br />DATE <br />EXTENSION <br />1 <br />COMMON EXCAVATION <br />CY <br />$27.35 <br />430.00 <br />S 11760.50 <br />2 <br />STABNZINGAGGREGATE 1.5' CLEAR ROCK <br />TON <br />436.52 <br />32778 <br />5 11.970.53 <br />3 <br />4"ORAIN TILE <br />LF <br />513.13 <br />513 <br />5 6.735.69 <br />4 <br />GEOTEXTILE FABRIC <br />SV <br />62.74 <br />1.287 <br />S 3.526.36 <br />S 33,993.10 <br />SAMuulap0A.110VOPER303WAY ESTIMATES1ERW3 PE PE -7 <br />