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PAY ESTIMATE #5 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE "C"- SA.P. 204-1314103. BUSINESS CENTER DRIVE <br />ITEM <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 />$80,250.82 $ <br />13642.64 <br />0.17 <br />13642.64 <br />2 <br />REMOVE CURB AND GUTTER <br />3490 <br />LIN FT <br />$3.23 <br />11272.70 <br />3579 <br />$ 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 />2 468 <br />SO FT <br />$2.09 <br />5158.12 <br />951 <br />8,257.59 <br />5 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />m <br />LIN FT <br />$3.16 $ <br />265.44 <br />m <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 />1 805.00 <br />16 <br />$ 1,712.W <br />9 <br />SUBGRADE EXCAVATION EV <br />2,167 <br />cum <br />$18.54 <br />40176.18 <br />3,673 <br />68097.42 <br />10 <br />WATER <br />19) <br />MGAL <br />27.82 $ <br />41]3.00 <br />$ <br />11 <br />FULL DEPTH RECLAMATION <br />21,725 <br />SO YD <br />$1.21 <br />26287.25 <br />21,725 <br />26287.25 <br />12 <br />HAUL FULL DEPTH RECLAMATION (LVI <br />7409 <br />CU YD <br />$6.26 S <br />46380.34 <br />7479 <br />$ 48818.54 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />7024 <br />CU YD <br />$6.25 $ <br />43900.00 <br />7,278 <br />$ 45487.9) <br />14 <br />MILL BITUMINOUS SURFACE (2-1 <br />SOYD <br />$9.63 <br />423.]2 <br />44 <br />S 423.72 <br />15 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />1,200 <br />GALLON <br />$2.51 $ <br />3012.00 <br />1025 <br />$ 2572.75 <br />16 <br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) <br />2,613 <br />TON <br />$45.99 $ <br />120171.87 <br />2 fi51.43 <br />$ 121939.27 <br />17 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B <br />264 <br />TON <br />S41.24 <br />134607.36 <br />3095.55 <br />S 127660.48 <br />18 <br />ADJUST VALVE BOX <br />15 <br />EACH <br />513.54 E <br />7703.10 <br />16 <br />5 8216.64 <br />19 <br />INSTALLCASTING <br />15 <br />EACH <br />$324.48 $ <br />4867.20 <br />28 <br />$ 9085.44 <br />20 <br />ADJUST FRAME AND RING CASTING <br />11 <br />EACH <br />$740.22 <br />8142.42 <br />14 <br />10363.08 <br />21 <br />SEAL CATCH BASIN <br />15 <br />EACH <br />$155.15 $ <br />2327.25 <br />16 <br />$ 2482.40 <br />22 <br />eCONCRETE WALK <br />2238 <br />SOFT <br />$8.37 $ <br />14256.06 <br />3,195 <br />$ 20352.15 <br />23 <br />6' CONCRETE WALK <br />230 <br />SOFT <br />87.44 $ <br />171110 <br />756 <br />5624.64 <br />24 <br />CONCRETE CURB AND GUTTER DESIGN 8618 <br />3490 <br />LIN FT <br />$12.79 $ <br />44637.10 <br />369) <br />$ "6159.11 <br />25 <br />Ir CONCRETE DRIVEWAY PAVEMENT <br />114 <br />BOYD <br />$77.04 $ <br />8]82.56 <br />19) <br />$ 11556.00 <br />W <br />8" CONCRETE DRIVEWAY PAVEMENT <br />40 <br />SO YD <br />$57.78 S <br />2311.20 <br />U) <br />577.60 <br />27 <br />TRUNCATED DOMES <br />56 <br />SOFT <br />WAS <br />2696.40 <br />34 <br />1637.10 <br />28 <br />TRAFFIC CONTROL <br />0.17 <br />LUMPSUM <br />$79859.1B $ <br />13578.06 <br />0.17 <br />$ 13576.06 <br />29 <br />INSTALL SIGN SUPPORT <br />5 <br />EACH <br />$80.25 <br />401.25 <br />14 <br />1123.50 <br />W <br />STORM DRAIN INLET PROTECTION <br />17 <br />EACH <br />$90.95 $ <br />1 546.15 <br />36 <br />$ 274.20 <br />31 <br />STABILIZED CONSTRUCTION ENTRANCE <br />0.17 <br />LUMPSUM <br />5 .29 <br />884.05 <br />0 <br />S <br />32 <br />FERTILIZER TYPE I <br />72 <br />POUND <br />$1.02S <br />73.4 <br />72 <br />S 73.44 <br />W <br />COMMON TOPSOIL BORROW LV <br />19) <br />CUYD <br />$34.25 $ <br />4462.50 <br />163 <br />$ 5582.75 <br />34 <br />iSEEDING <br />0.25 <br />ACRE <br />$374.48 $ <br />93.62 <br />0.25 <br />$ 93.62 <br />35 <br />SEED MIXTURE 25131 <br />40 <br />POUND <br />320 <br />128.00 <br />40 <br />128.00 <br />W <br />HYDRAULIC NATURAL TACKIFIER <br />871 <br />SO YO <br />$0.75 $ <br />653.25 <br />871 <br />$ 653.25 <br />37 <br />EROSION CONTROL <br />0.17 <br />LUMPSUM <br />$3210.00 $ <br />50.5.70 <br />0.17 <br />$ 545.70 <br />38 <br />PAVEMENT MESSAGE EPDXY <br />192 <br />SOFT <br />$5. TJ <br />1100.16 <br />192 <br />110D.16 <br />W <br />4 SOLID LINE EPDXY <br />5,912 <br />LIN FT <br />$0.31 $ <br />1832.72 <br />6150 <br />$ 1906.50 <br />40 <br />24' SOLID LINE EPDXY <br />82 <br />LIN FT <br />$6.88 $ <br />564.16 <br />76 <br />$ 522.88 <br />41 <br />4 BROKEN LINE EPDXY <br />649 <br />LIN FT <br />$0.31 $ <br />201.19 <br />560 <br />E 1]3.60 <br />42 <br />4 DOUBLE SOLID LINE EPDXY <br />31]0 <br />LIN FT <br />50.62 $ <br />1965.0 <br />4203 <br />$ 2605.88 <br />43 <br />CROSSWALK EPDXY <br />537 <br />SOFT <br />$3.67 <br />19]0.79 1 <br />612 IS <br />2246.4 <br />Toth Bid Schedule "C" E 681.585.68 $ 628.598.47 <br />SAMunicVaMelW"AERMGkPAY ESTIMATES1ER303 PE PE - 3 <br />