Laserfiche WebLink
PAY ESTIMATE #6 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE B'- S.A.P.2p"129001 - JOPLIN STREET <br />ITEM <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 />I <br />MOBILIZATION <br />0.17 <br />LUMPSUM <br />$80250.80 $ <br />12037.62 <br />0.17 <br />$ <br />13642.64 <br />2 <br />REMOVE CURB AND GUTTER <br />5215 <br />LIN FT <br />$3.23 $ <br />168".45 <br />5,202 <br />16802.46 <br />3 <br />REMOVE CONCRETE PAVEMENT <br />505 <br />SOFT <br />$2.61 <br />1318.05 <br />793 <br />2069.73 <br />4 <br />REMOVE CONCRETE WALK <br />2927 <br />SOFT <br />$2.09 <br />6117.43 <br />4,595 <br />9603.55 <br />5 <br />REMOVE BITUMINOUS PAVEMENT <br />36 <br />SO YD <br />$26.75 <br />963.00 <br />137 <br />3664.75 <br />6 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />58 <br />LIN FT <br />$3.16 $ <br />183.28 <br />58 <br />18328 <br />] <br />ISAWING BITUMINOUS PAVEMENT FULL DEPTH <br />311 <br />LIN FT <br />$1.98 $ <br />615.78 <br />311 <br />$ <br />615.76 <br />8 <br />SALVAGE SIGN SUPPORT <br />12 <br />1 EACH <br />$26.75 S <br />321.00 <br />18 <br />$ <br />481.50 <br />9 <br />SALVAGECASTING <br />9 <br />EACH <br />$110.48 <br />994.32 <br />12 <br />$ <br />1325.76 <br />10 <br />SUBGRADE EXCAVATION EV <br />an <br />CU YD <br />$19.56 $ <br />17017.20 <br />1,106 <br />21613.80 <br />11 <br />WATER <br />150 <br />MGAL <br />S27.82 E <br />4113.00 <br />36 <br />i DD1.52 <br />12 <br />FULL DEPTH RECLAMATION <br />18008 <br />SO YD <br />$1.39 <br />25031.12 <br />18008 <br />$ <br />25031.12 <br />13 <br />HAUL FULL DEPTH RECLAMATION LV <br />4121 <br />CU YD <br />$6.49 $ <br />26 745.29 <br />4121 <br />& <br />26 ]45.29 <br />14 <br />HAUL FULL DEPTH RECLAMATION LV <br />2608 <br />CUYD <br />6.49 $ <br />16925.92 <br />2608 <br />$ <br />16925.92 <br />15 <br />MILL BITUMINOUS SURFACE 2' <br />64 <br />SO YD <br />$9.63 $ <br />616.32 <br />64 <br />$ <br />816.32 <br />16 <br />MILL BITUMINOUS SURFACE 2.5' <br />45 <br />SO YD <br />$9.63 $ <br />433.35 <br />45 <br />433.35 <br />17 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />829 <br />GALLON <br />$2.51 <br />2080.79 <br />610 <br />1531.10 <br />18 <br />ITYPE SP 9.5 WEARING COURSE MIXTURE 2B <br />465 <br />TON <br />$49.85 S <br />23180.25 <br />436.88 <br />21 T78.47 <br />19 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 3C <br />2051 <br />TON <br />$46,04 <br />94428.04 <br />2161.55 <br />E <br />9951].]6 <br />20 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 3B <br />2,250 <br />TON <br />"an $ <br />91620.00 <br />2320.24 <br />S <br />94480.17 <br />21 <br />TYPE SP 12.5 BITUMINOUS MIXTURE TO R PATCHING <br />10 <br />TON <br />$197.95 <br />1979.50 <br />16.96 <br />$ <br />3357.23 <br />22 <br />ADJUSTVALVEBOX <br />6 <br />EACH <br />$513.54 <br />3081.24 <br />6 <br />3081.24 <br />23 <br />INSTALL CASTING <br />12 <br />EACH <br />$110.48 $ <br />132516 <br />12 <br />$ <br />1325.76 <br />24 <br />ADJUST FRAME AND RING CASTING <br />5 <br />EACH <br />$740.22 E <br />3701.10 <br />8 <br />$ <br />5921.76 <br />25 <br />SEAL CATCH BASIN <br />12 <br />EACH <br />$155.15 <br />1861.80 <br />12 <br />$ <br />1861.80 <br />26 <br />4'CONCRETEWALK <br />1752 <br />SOFT <br />$6.37 $ <br />11160.24 <br />2,201 <br />14020.37 <br />27 <br />6' CONCRETE WALK <br />1175 <br />SOFT <br />$7.4t <br />8742.00 <br />2,379 <br />17699.76 <br />28 <br />ICONCRETE CURB AND GUTTER DESIGN 8618 <br />5.215 <br />LIN FT <br />$12.n $ <br />66699.85 <br />5,177 <br />$ <br />88213.83 <br />29 <br />T CONCRETE DRIVEWAY PAVEMENT <br />58 <br />SO YD <br />$77.04 $ <br />4468.32 <br />103.7 <br />7989.05 <br />30 <br />TRUNCATED DOMES <br />220.0 <br />SOFT <br />$a.15 <br />10593.00 <br />292 <br />14059.60 <br />31 <br />TRAFFIC CONTROL <br />0.15 <br />LUMP SUM <br />$79859.20 <br />11 978.88 <br />0.15 <br />S <br />11 978.88 <br />32 <br />INSTALL SIGN SUPPORT <br />9 <br />EACH <br />$50.25 $ <br />722.25 <br />18 <br />33 <br />ADJUST HANDHOLE <br />2 <br />EACH <br />$428.00 $ <br />856.00 <br />1 <br />is <br />428.00 <br />34 <br />RIGID PVC LOOP DETECTOR VA' <br />4 <br />EACH <br />90951 S <br />3638.04 <br />1 <br />909.51 <br />35 <br />STORM DRAIN INLET PROTECTION <br />13 <br />EACH <br />$90.95 $ <br />1182.35 <br />13 <br />1182.35 <br />W <br />STABILIZED CONSTRUCTION EXIT <br />0.15 <br />LUMP SUM <br />$5200.27 $ <br />780.04 <br />0.0 <br />37 <br />FERTILIZER TYPE I <br />3DD <br />POUND <br />$1.02 <br />306.00 <br />300 <br />$ <br />306.00 <br />38 <br />COMMON TOPSOIL BORROW LV <br />330 <br />CU YD <br />Su25 <br />11302.50 <br />354 <br />12124.50 <br />39 <br />SEEDING <br />i <br />ACRE <br />$374.51 <br />374.51 <br />1 <br />374.51 <br />40 <br />SEED MIXTURE 25-131 <br />165 <br />POUND <br />$3.20 <br />528.00 <br />165 <br />$ <br />Mew <br />41 <br />HYDRAULIC NATURAL TACKIFIER <br />3630 <br />SOYD <br />$0.75 $ <br />2722.50 <br />3.630 <br />$ <br />2722.50 <br />42 <br />EROSION CONTROL <br />0.15 <br />LUMP SUM <br />$3210.07 $ <br />481.51 <br />0.15 <br />$ <br />481.51 <br />43 <br />PAVEMENT MESSAGE EPDXY <br />99 <br />SOFT <br />$5.73 <br />567.27 <br />99 <br />587.27 <br />" <br />4 -SOLID LINE EPDXY <br />770 <br />LIN FT <br />$0.31 <br />238.70 <br />45 <br />24' SOLID LINE EPDXY <br />118 <br />LIN FT <br />$6.88 $ <br />811.84 <br />156 <br />1 0]3.28 <br />46 <br />4^ BROKEN LINE EPDXY <br />960 <br />LIN FT <br />SO.31 <br />297.60 <br />880 <br />E <br />2]2.80 <br />4t <br />4"DOUBLE SOLID LINE EPDXY <br />2210 <br />LIN FT <br />$0.62 $ <br />1370.20 <br />2183 <br />1353.46 <br />48 <br />CROSSWALK EPDXY <br />IBM <br />SOFT <br />$3.67 $ <br />8870.24 <br />1802 <br />5879.34 <br />Total Bid Schedule "B" $ 600.287.45 $ 5%.459.98 <br />SAMunicipalWelkmerlER3031PAY ESTIMATES1ER303 PE PE - 2 <br />