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4.3. SR 10-16-2017
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4.3. SR 10-16-2017
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PAY ESTIMATE p6 <br />CITY OF ELK RIVER <br />2017 Street Improvements <br />RID SCHFDULE 7P'. 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 />LUMPSUM <br />S80,250.00 $ <br />35310.00 <br />0.44 <br />35310.00 <br />2 <br />CLEARING <br />0.1 <br />ACRE <br />$21698.20 $ <br />2169.82 <br />0.1 <br />2169.82 <br />3 <br />CLEARING <br />2 <br />TREE <br />$183.37 $ <br />366.74 <br />5 <br />916.85 <br />4 <br />GRUBBING <br />0.1 <br />ACRE <br />$14,30.](1 <br />1436.37 <br />0.1 <br />$ 1436.37 <br />5 <br />GRUBBING <br />3 <br />TREE <br />$10.91 $ <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 />2622 <br />7823.06 <br />7 <br />REMOVE SEWER PIPE STORM <br />166 <br />LIN FT <br />$11.05 <br />1836.30 <br />166 <br />$ 1834.30 <br />8 <br />REMOVE CONCRETE PAVEMENT <br />6.942 <br />1 SOFT <br />S2.611 S <br />18118.62 <br />8834 <br />17,8W 74 <br />9 <br />REMOVE CONCRETE WALK <br />99D <br />SOFT <br />S2.09 $ <br />2069.10 <br />757 <br />1502.13 <br />10 <br />REMOVE BITUMINOUS PAVEMENT <br />5348 <br />SO YD <br />$4.43 <br />23691.66 <br />8207.5 <br />27499.23 <br />11 <br />REMOVE RIPRAP <br />27 <br />CUYD <br />$38.87 <br />1044.09 <br />27 <br />1046.09 <br />12 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />728 <br />LIN FT <br />53.18 $ <br />2300.48 <br />725 <br />229100 <br />13 <br />SAWING BITUMINOUS PAVEMENT FULL DEPTH <br />4767 <br />LIN FT <br />$1.98 <br />9438.66 <br />5,767 <br />11418.65 <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 />$110.4 <br />2430.56 <br />16 <br />$ 1546.72 <br />16 <br />SALVAGE MAILBOX SUPPORT <br />104 <br />EACH <br />$37.45 <br />3894.80 <br />104 <br />3894.80 <br />17 <br />LANDSCAPE ALLOWANCE <br />1 <br />ALLOWANCE <br />$20.000.00 <br />20000.00 <br />$ - <br />18 <br />REMOVE MISCELLANEOUS STRUCTURES <br />1 <br />LUMPSUM <br />$1070.01 $ <br />1070.01 <br />1 <br />S 1070.01 <br />19 <br />SALVAGE MISCELLANEOUS STRUCTURES <br />1 <br />LUMPSUM <br />$1070.01 $ <br />1070.01 <br />1 <br />1070.01 <br />20 <br />COMMON EXCAVATION EV <br />3,707 <br />CUYD <br />$15.07 $ <br />55864.49 <br />3,041 <br />45827.87 <br />21 <br />SUBGRADE EXCAVATION EV <br />6,113 <br />CUYD <br />$16.w <br />101475.80 <br />6,739 <br />111867.40 <br />22 <br />WATER <br />250 <br />MGAL <br />$27.82 <br />695500 <br />51 <br />1418.82 <br />23 <br />AGGREGATE BASE CLASS 5 <br />33 <br />TON <br />$26.75 <br />882.75 <br />$ <br />24 <br />FULL DEPTH RECLAMATION <br />44993 <br />SO YD <br />$1.50 <br />67489.0 <br />45,074 <br />67611.00 <br />25 <br />HAUL FULL DEPTH RECLAMATION LV <br />10,492 <br />CUYD <br />$9.00 $ <br />94428.00 <br />10,492 <br />94428.00 <br />26 <br />IHAUL FULL DEPTH RECLAMATION (LVI <br />10.492 <br />CUYD <br />saw $ <br />94428.00 <br />11,756 <br />105804.00 <br />27 <br />SHOULDER BASE AGGREGATE CLASS 2 <br />0 <br />TON <br />.94 $ <br />2247.00 <br />74.36 <br />3361.76 <br />28 <br />MILL BITUMINOUS SURFACE 1.6 <br />2,818 <br />SO YD <br />$1.84 <br />5185.12 <br />3.216 <br />$ 5917.44 <br />29 <br />MILL BITUMINOUS SURFACE <br />5.964 <br />$1.03 <br />8142.92 <br />6,774 <br />$ 5947.22 <br />30 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />3,988 <br />GALLON <br />$2.51 $ <br />1009.88 <br />3,255 <br />8170.05 <br />31 <br />TYPE SP 9.5WEARING COURSE MIXTURE 2C <br />5,114 <br />TON <br />$48.75 $ <br />249307.0 <br />3390.28 <br />165276.15 <br />32 <br />TYPE SP 9.5WEARING COURSE MIXTURE 3C <br />1,117 <br />TON <br />$0.35 $ <br />0240.95 <br />1100.92 <br />55426.29 <br />33 <br />TYPE SP 12.6 NON WEARING COURSE MIXTURE 2B <br />6,618 <br />TON <br />$40.58 <br />2050.44 <br />6713.71 <br />272UZW <br />34 <br />TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5' THICK <br />1,241 <br />SO YD <br />$13.14 <br />16 306.74 <br />1 714.4 <br />22 527.22 <br />W <br />TYPE SP 12.5 BITUMINOUS MUCTURE FOR PATCHING <br />895 <br />TON <br />$67.92 <br />47204.40 <br />817.64 <br />$ 0527.32 <br />15' CS PI PE CULVERT <br />64 <br />LIN FT <br />0.82 <br />3252.48 <br />64 <br />3252.48 <br />12' GS PIPE APRON <br />1 <br />EACH <br />248.0 $ <br />248.58 <br />1 <br />$ 248.0 <br />15'GS PIPE APRON <br />6 <br />EACH <br />$276.20 $ <br />107.20 <br />6 <br />1657.20 <br />1S RC PIPE APRON <br />3 <br />EACH <br />$828.0 $ <br />2485.80 <br />2 <br />1657.20 <br />r3M <br />18'RC PIPE APRON <br />1 <br />EACH <br />883.84 <br />03.84 <br />2 <br />$ 1767.68 <br />24'RC PIPE APRON <br />2 <br />EACH <br />1436.25 <br />2872.0 <br />$iS <br />RC PIPE CULVERT DESIGN3006 CLASS V <br />32 <br />LIN FT <br />6629 <br />2 121.28 <br />32 <br />2121.28 <br />12' RC PIPE SEWER DESIGN 3006 CLASS V <br />12 <br />LIN FT <br />.48 $ <br />62976 <br />12 <br />62976 <br />1 S RC PIPE SEWER DESIGN 306 CLASS V <br />73 <br />LIN FT <br />S53.03 <br />3871.19 <br />53 <br />s 3075.74 <br />45 <br />18' RC PIPE SEWER DESIGN 3006 CLASS III <br />158 <br />LIN FT <br />sw.ml S <br />8901.72 <br />140 <br />$ 7887.0 <br />46 <br />24' RC PIPE SEWER DESIGN 3006 CLASS III <br />74 <br />LIN FT <br />562.9] <br />460.78 <br />$ <br />47 <br />12' HOPE PIPE SEWER- DIRECTIONAL DRILLED <br />137 <br />LIN FT <br />$15,1.67 <br />21189n <br />137 <br />S 21189.79 <br />48 <br />ADJUSTVALVESOX <br />7 <br />EACH <br />$303.82 $ <br />2126.74 <br />8 <br />2430.0 <br />49 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL <br />9 <br />LIN FT <br />$441.92 $ <br />4012.63 <br />6 <br />2651.52 <br />0 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 <br />30 <br />LIN FT <br />$396.68 <br />11739.60 <br />21.49 <br />8009.75 <br />51 <br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 <br />4 <br />LIN FT <br />$718.12 <br />3095.10 <br />4.31 <br />3095.10 <br />52 <br />CASTING ASSEMBLY <br />9 <br />EACH <br />$524.78 <br />4723.02 <br />10 <br />$ 5247.80 <br />0 <br />INSTALL CASTING <br />22 <br />EACH <br />$110.48 <br />2430.0 <br />16 <br />$ 1546.72 <br />54 <br />ADJUSTFRAME AND RING CASTING <br />7 <br />EACH <br />740.22 <br />5181.54 <br />5 <br />$ 3]01.10 <br />0 <br />SEAL CATCH BASIN <br />31 <br />EACH <br />10.15 $ <br />4809.0 <br />24 <br />3723.0 <br />0 <br />RANDOM RIPRAP CLASS III <br />25 <br />CUYD <br />$121.53 $ <br />2989.64 <br />26.8 <br />3257.00 <br />57 <br />GEOTEXTILE FILTER TYPE IV <br />86 <br />SO YD <br />$5.52 <br />474.72 <br />86 <br />$ 474.72 <br />0 <br />IV CONCRETE WALK <br />25 <br />SO FT <br />6.37 <br />169.25 <br />88 <br />$ 50.0 <br />59 <br />6' CONCRETE WALK <br />990 <br />SOFT <br />7.44 <br />7365.60 <br />583 <br />$ 4337.62 <br />0 <br />CONCRETE CURB AND GUTTER DESIGN 8412 <br />18806 <br />LINFT <br />$11.72 $ <br />220406.32 <br />1889] <br />T 2214]2.84 <br />S:VV mIcIpMeNr'NeAER303\PAY ESTIMATES\ER303 PE PE - 6 <br />
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