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PAY ESTIMATE #4 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "C'- SAP. 2041314103 <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 />250.82 $ <br />13642.66 <br />0.17 <br />13642.64 <br />2 <br />REMOVE CURB AND GUTTER <br />3490 <br />LIN FT <br />$3.23 <br />112]2.70 <br />3,579 <br />11560.17 <br />3 <br />REMOVE CONCRETE PAVEMENT <br />1016 <br />SOFT <br />$2.61 $ <br />2651.76 <br />1,318 <br />3439.98 <br />4 <br />REMOVE CONCRETE WALK <br />2468 <br />SOFT <br />$2.09 <br />5158.12 <br />3,951 <br />8257.59 <br />5 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />84 <br />LIN FT <br />$3.16 <br />265.44 <br />84 <br />265.44 <br />6 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />125 <br />LIN FT <br />1.98 $ <br />247.50 <br />125 <br />247.50 <br />] <br />ISALVAGE SIGN SUPPORT <br />5 <br />1 EACH <br />$37.451 $ <br />187.25 <br />14 <br />Is 524.30 <br />8 <br />SALVAGE CASTING <br />15 <br />EACH <br />$107.00 $ <br />1805.00 <br />16 <br />$ 1712.00 <br />9 <br />SUBGRADE EXCAVATION EV <br />2,167 <br />CUYD <br />$18.54 <br />40176.18 <br />2167 <br />40176.16 <br />10 <br />WATER <br />150 <br />MGAL <br />$27.82 <br />41]3.00 <br />E <br />11 <br />FULL DEPTH RECLAMATION <br />21725 <br />SO YD <br />$1.21 <br />28287.25 <br />21]25 <br />26287.25 <br />12 <br />HAUL FULL DEPTH RECLAMATION LV <br />7,409 <br />CUYD <br />$6.26 <br />48380.34 <br />7409 <br />46380.34 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />7024 <br />CUYD <br />$6.25 S <br />4 900.00 <br />7024 <br />$ 43900.00 <br />14 <br />MILL BITUMINOUS SURFACE (21 <br />44 <br />SO YD <br />$9.63 $ <br />623.72 <br />46 <br />423.]2 <br />15 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />1200 <br />GALLON <br />$2.51 E <br />3012.00 <br />1025 <br />$ 2572.75 <br />16 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 3C <br />2613 <br />TON <br />$45.99 <br />120171.87 <br />2651.43 <br />$ 121939.27 <br />17 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B <br />3,264 <br />TON <br />$41.2/ <br />134607.36 <br />3095.55 <br />$ 127860.48 <br />18 <br />ADJUST VALVE BOX <br />15 <br />EACH <br />$513.51 $ <br />7703.10 <br />18 <br />s 8216.64 <br />19 <br />INSTALL CASTING <br />15 <br />EACH <br />$324.48 <br />4867.20 <br />28 <br />9085.44 <br />20 <br />1ADJUST FRAME AND RING CASTING <br />11 <br />EACH <br />$740.22 $ <br />8142.42 <br />14 <br />S 10363.08 <br />21 <br />SEAL CATCH BASIN <br />15 <br />EACH <br />ISSAS <br />232225 <br />18 <br />248240 <br />22 <br />4"CONCRETE WALK <br />2,238 <br />SQ FT <br />$6.3] <br />14256.06 <br />3,195 <br />$ 20352.15 <br />23 <br />6'CONCRETEWALK <br />230 <br />SOFT <br />$7.44 S <br />1711.20 <br />756 <br />$ 5624.64 <br />24 <br />CONCRETE CURB AND GUTTER DESIGN 8818 <br />3490 <br />LIN FT <br />$12.79.$ <br />44637.10 <br />3809 <br />46159.11 <br />25 <br />T CONCRETE DRIVEWAY PAVEMENT <br />114 <br />SO YD <br />$77,04 <br />8782.56 <br />150 <br />11556.00 <br />26 <br />e'CONCRETE DRIVEWAY PAVEMENT <br />40 <br />SO YD <br />$57.78 S <br />2,311.20 <br />10 <br />577.80 <br />27 <br />TRUNCATED DOMES <br />56 <br />SO FT <br />.15 <br />2696.40 <br />30 <br />1637,10 <br />28 <br />TRAFFIC CONTROL <br />0.17 <br />LUMP SUM <br />$79,859.16 <br />13576.06 <br />0.17 <br />$ 13576.06 <br />29 <br />INSTALL SIGN SUPPORT <br />5 <br />EACH <br />$80.25 $ <br />401.25 <br />td <br />1123.50 <br />W <br />STORM DRAIN INLET PROTECTION <br />17 <br />EACH <br />90.95 <br />1,546.15 <br />36 <br />3,274.20 <br />31 <br />ISTABILIZED CONSTRUCTION ENTRANCE <br />0.17 <br />LUMP SUM <br />$5200.29 $ <br />884.05 <br />0 <br />$ <br />32 <br />FERTILIZER TYPE I <br />]2 <br />POUND <br />$1.02 $ <br />73.44 <br />72 <br />$ 73.44 <br />33 <br />COMMON TOPSOIL BORROW (LVI <br />130 <br />CUYD <br />$34.25 $ <br />4452.50 <br />163 <br />5582.76 <br />34 <br />SEEDING <br />0.25 <br />ACRE <br />$374,48 <br />93.62 <br />025 <br />93.62 <br />35 <br />SEED MIXTURE 2&131 <br />40 <br />POUND <br />$3.20 $ <br />128.00 <br />40 <br />S 128.00 <br />W <br />HYDRAULIC NATURAL TACKIFIER <br />871 <br />SQ YD <br />$0.75 <br />65325 <br />871 <br />653.25 <br />37 <br />EROSION CONTROL <br />0.17 <br />LUMP SUM <br />$3,210.00 <br />545.70 <br />0.17 <br />$ 545.70 <br />38 <br />PAVEMENT MESSAGE EPDXY <br />192 <br />SO FT <br />$5.73 $ <br />1100.16 <br />192 <br />1100.16 <br />39 <br />4" SOLID LINE EPDXY <br />5912 <br />LIN FT <br />$0.31 <br />1832.72 <br />8150 <br />1906.50 <br />40 <br />2P SOLID LINE EPDXY <br />82 <br />LIN FT <br />56.88 S <br />564.16 <br />76 <br />$ 522.88 <br />41 <br />4- BROKEN LINE EPO %Y <br />649 <br />LIN FT <br />$0.31 $201.19 <br />560 <br />$ 173.50 <br />42 <br />4' DOUBLE SOLID LINE EPDXY <br />31]0 <br />LIN FT <br />$0.62 <br />1965.40 <br />42113 <br />S 2605.86 <br />43 <br />CROSSWALK EPDXY <br />537 <br />SOFT <br />3.67 <br />19]0.79 <br />612 <br />$ 2246.04 <br />Total Bid Schedule "C" $ 581.585.08 i 599.549.53 <br />SAMUDICIpahAe*dveAERW31PAY ESTIMATES\ER303 PE PE - 3 <br />