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4.3. SR 09-18-2017
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4.3. SR 09-18-2017
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PAY ESTIMATE #5 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />BID SCHEDULE 7 --LOCAL FUNDING <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 />1 <br />MOBILIZATION <br />0.44 <br />LUMP SUM <br />$80,25D.00 $ <br />35310.00 <br />0.44 <br />$ <br />36310.00 <br />2 <br />CLEARING <br />0.1 <br />ACRE <br />$21698.20 $ <br />2169.82 <br />0.1 <br />$ <br />2169.82 <br />3 <br />CLEARING <br />2 <br />TREE <br />$183.37 $ <br />366.74 <br />5 <br />$ <br />916.85 <br />4 <br />GRUBBING <br />0.1 <br />ACRE <br />14W&M $ <br />1436.37 <br />0.1 <br />1436.37 <br />5 <br />GRUBBING <br />3 <br />TREE <br />$103.91 S <br />311.73 <br />5 <br />519.55 <br />6 <br />REMOVE CURB AND GUTTER <br />2,629 <br />LIN FT <br />$3.23 <br />8491.67 <br />2,422 <br />$ <br />7823.06 <br />7 <br />REMOVE SEWER PIPE STORM <br />166 <br />LIN FT <br />$11.05 <br />1834.30 <br />188 <br />$ <br />i .30 <br />B <br />IREMOVECONCRETE PAVEMENT <br />6.942 <br />1 SOFT <br />S2,611$ <br />18118.62 <br />8340 <br />s <br />18547.40 <br />9 <br />REMOVE CONCRETE WALK <br />990 <br />SOFT <br />$2.09 <br />2069.10 <br />757 <br />$ <br />1582.13 <br />10 <br />REMOVE BITUMINOUS PAVEMENT <br />5348 <br />Saw <br />$4.d3 <br />23691.64 <br />5,400 <br />$ <br />23922.00 <br />11 <br />REMOVE RIPRAP <br />27 <br />CU YD <br />$38.67 S <br />1044.09 <br />27 <br />S <br />1044.09 <br />12 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />728 <br />LIN FT <br />$3.16 $ <br />2300.48 <br />596 <br />1883.36 <br />13 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />4767 <br />LIN FT <br />$1.98 <br />9438.66 <br />4,324 <br />8561.52 <br />14 <br />SALVAGE SIGN SUPPORT <br />17 <br />EACH <br />$37.45 <br />636.65 <br />11 <br />411.95 <br />15 <br />SALVAGE CASTING <br />22 <br />EACH <br />$110.48 <br />2430.56 <br />14 <br />1546.72 <br />16 <br />SALVAGE MAILBOX SUPPORT <br />104 <br />EACH <br />$37.45 $ <br />3894.80 <br />43 <br />S <br />1810.35 <br />17 <br />LANDSCAPEALLOWANCE <br />1 <br />ALLOWANCE <br />$20000.00 $ <br />20000.00 <br />$ <br />18 <br />REMOVE MISCELLANEOUS STRUCTURES <br />1 <br />LUMP SUM <br />$1,0M.01 <br />1070.01 <br />1 <br />1,070.01 <br />19 <br />SALVAGE MISCELLANEOUS STRUCTURES <br />1 <br />LUMP SUM <br />$1070.01 <br />1070.01 <br />1 <br />1070.01 <br />20 <br />COMMON EXCAVATION E <br />3,707 <br />CUYD <br />$15.07 $ <br />55864.49 <br />2,481 <br />3)388.6] <br />21 <br />SUBGRADE EXCAVATION EV <br />6,113 <br />CU YO <br />$16.60 <br />101475.80 <br />5835 <br />$ <br />96861.00 <br />22 <br />WATER <br />250 <br />MGAL <br />$27.82 <br />6955.00 <br />$ <br />23 <br />AGGREGATE BASE CLASS 5 <br />33 <br />TON <br />526.75 $ <br />88275 <br />$ <br />24 <br />FULL DEPTH RECLAMATION <br />44993 <br />saw <br />$1.50 $ <br />67489.50 <br />35,051 <br />52576.50 <br />25 <br />HAUL FULL DEPTH RECLAMATION LV <br />10.492 <br />CU YD <br />$9.00 $ <br />94428.00 <br />7351 <br />66159.00 <br />26 <br />HAUL FULL DEPTH RECLAMATION (LVI <br />10.492 <br />CU YD <br />$9.00 $ <br />94428.00 <br />10.017 <br />S <br />90153.00 <br />27 <br />SHOULDER BASE AGGREGATE CLASS 2 <br />50 <br />TON <br />W.94 <br />2247.07 <br />74.36 <br />7428 <br />MILL BITUMINOUS SURFACE 1.5' <br />2818 <br />SOw <br />$1.84 <br />5185.12 <br />3216 <br />4429 <br />MILL BITUMI NOUS SURFACE <br />5964 <br />$1.03 <br />6142.92 <br />5774 <br />.2230 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />3988 <br />GALLON <br />.51 $ <br />10009.88 <br />2550.5031 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 2C <br />5114 <br />TON <br />.75 $ <br />24930].50 <br />224)532 <br />ES3.341.74 <br />TYPE SP 9.5 WEARING COURSE MIXTURE 3C <br />1117 <br />TON <br />50.35 <br />56240.95 <br />1100.822933 <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE2B <br />8618 <br />TON <br />.68 <br />268558.44 <br />4927 <br />6634 <br />TYPE SP 12.5 WEARING COURSE MIXTURE 2B 2.5'THICK <br />1241 <br />SO YD <br />13.14 <br />1836.74 <br />12]9 <br />0635 <br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING <br />695 <br />TON <br />$67.92 $ <br />47204.40 <br />779.4085 <br />36 <br />15' CS PIPE CULVERT <br />64 <br />LIN FT <br />$50.82 $ <br />3252.48 <br />64 <br />3 .48 <br />37 <br />1Y GS PIPE APRON <br />1 <br />EACH <br />$248.58 $ <br />248.58 <br />1 <br />S <br />248.58 <br />38 <br />15' GS PIPE APRON <br />6 <br />EACH <br />$276.2D <br />1657.20 <br />6 <br />1657.20 <br />39 <br />Is -RC PIPE APRON <br />3 <br />EACH <br />$828.60 <br />2485.80 <br />2 <br />1657.20 <br />40 <br />18' RC PIPE APRON <br />1 <br />EACH <br />$883.84 $ <br />883.84 <br />2 <br />$ <br />1,767.68 <br />41 <br />24'RC PIPE APRON <br />2 <br />EACH <br />51438.25 $ <br />287250 <br />$ <br />42 <br />IF RC PIPE CULVERT DESIGN 3006 CLASS V <br />32 <br />LIN FT <br />$66.29 $ <br />2121.28 <br />32 <br />2121.28 <br />43 <br />12'RC PIPE SEWER DESIGN 3006 CLASS V <br />12 <br />LIN FT <br />$62.48 <br />629.76 <br />12 <br />629.76 <br />44 <br />15' RC PIPE SEWER DESIGN 306 CLASS V <br />73 <br />LIN FT <br />$53.6 <br />3871.19 <br />62 <br />$ <br />2,757.56 <br />45 <br />18' RC PIPE SEWER DESIGN 3006 CLASS 111 <br />158 <br />LIN FT <br />$58.34 S <br />8901.72 <br />124 1 <br />S <br />6986.16 <br />46 <br />24' RC PIPE SEWER DESIGN 3006 CLASS III <br />74 <br />LIN FT <br />$62.97 <br />4659.78 <br />47 <br />1' HDPE PIPE SEWER -DIRECTIONAL DRILLED <br />137 <br />LIN FT <br />$154.67 <br />21189.79 <br />137 <br />21189.79 <br />48 <br />ADJUST VALVE BOX <br />7 <br />EACH <br />S303.82 $ <br />2126.74 <br />8 <br />2430.56 <br />49 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL <br />9 <br />LIN FT <br />1.92 $ <br />4012.63 <br />6 <br />S <br />2651.52 <br />50 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 <br />30 <br />LIN FT <br />$386.68 $ <br />11739.60 <br />21.49 <br />$ <br />8309.75 <br />51 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 <br />4 <br />LIN FT <br />$718.12 $ <br />365.10 <br />4.31 <br />$ <br />365.10 <br />52 <br />CASTING ASSEMBLY <br />9 <br />EACH <br />$524.78 <br />6723.02 <br />6 <br />3148.68 <br />53 <br />INSTALL CASTING <br />22 <br />EACH <br />$110.48 S <br />2430.56 <br />14 <br />s <br />1546.72 <br />54 <br />ADJUST FRAME AND RING CASTING <br />7 <br />EACH <br />$74022 <br />5181.54 <br />5 <br />$ <br />3701.10 <br />55 <br />SEAL CATCH BASIN <br />31 <br />EACH <br />$155.15 <br />4807.65 <br />20 <br />$ <br />3103.6 <br />56 <br />RANDOM RIPRAP CLASS III <br />25 <br />CUYD121.53 <br />2989.64 <br />26.8 <br />3257.6 <br />57 <br />GEOTEXTILE FILTER TYPE IV <br />86 <br />SO YD <br />5.52 $ <br />474.72 <br />66 <br />474.]2 <br />58 <br />4 -CONCRETE WALK <br />25 <br />SOFT <br />159 <br />BB <br />560.56 <br />59 <br />6' CONCRETE WALK <br />96 <br />SOFT <br />:§ <br />].44 <br />5.60 736 <br />SIG <br />433].52 <br />60 <br />CONCRETE CURB AND GLITTER DESIGN 8412 <br />1886 <br />LIN FT <br />Sl1.72 I S <br />22046.32 <br />113]0 <br />$ <br />133266.40 <br />SAMunidpaPARrive0ER3D3\PAY ESTIMATES\ER36 PE PE -6 <br />
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