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WSB Project: CSAH 34 ROADWAY IMPROVEMENTS <br />Project Location: ANOKA COUNTY, MN <br />WSB Project No.: 014400-000 <br />Dole- 04/09/2020 <br />ENGINEER'S ESTIMATE <br />CITY <br />u <br />_ <br />...... <br />o <br />0 <br />o <br />o <br />69 <br />O <br />0 0 <br />D o <br />o O <br />69 �' <br />o <br />0 <br />c <br />o <br />69 <br />0 <br />0 <br />o <br />00 <br />ds <br />5.0 <br />3.0 <br />0 <br />O <br />N <br />COUNTY <br />Estimated <br />Cost <br />O <br />O <br />o <br />N <br />N <br />O <br />C <br />O <br />C <br />^ <br />69 <br />^ <br />O <br />O <br />x <br />d' <br />69 <br />$4,500.00 <br />$1,470.00 <br />0 0 <br />O <br />N 4 <br />69 69 <br />0 O <br />`vOCi <br />n> <br />69 69 <br />0 <br />0 <br />sy <br />$15,600.00 <br />$10,700.00 <br />$784.00 <br />$2,766.00 <br />o 0 <br />2 <br />O <br />N O <br />N <br />V3 6�9 <br />^ <br />O <br />r~'J <br />.-. <br />9, <br />$165,912.00 <br />$142,072.00 <br />$32,000.00 <br />$216,612.00 <br />0 <br />'f <br />9. <br />69 <br />0 0 <br />o 00 <br />V N^ <br />69 69 <br />0 O <br />o <br />69 fA <br />$2,800.00 <br />$400.00 <br />J <br />P <br />yi <br />$31,085.00 <br />'O T <br />.Y. +0 <br />W C <br />O <br />0 <br />24.0 <br />OOO <br />-, d <br />N <br />0 O <br />5000.0 <br />780.0 <br />2140.0 <br />O <br />— 00 <br />40899.0 <br />51000.0 <br />0 <br />N <br />N rr <br />--—NNN <br />V <br />=O <br />C O <br />20.0 <br />20.0 <br />C C <br />OO <br />6357.0 <br />2 <br />PROJECT TOTAL <br />C H <br />;°. J <br />O <br />0 <br />o0 <br />o <br />�' <br />v9 <br />O <br />o <br />b�9 <br />O <br />oOx <br />e9 <br />O O <br />O <br />00 0 <br />.. <br />69 <br />O O • <br />0 <br />4?N <br />s9 V3 <br />O O <br />O O <br />o <br />69 69 <br />O O <br />O O <br />O O <br />va bs <br />CO O <br />O^ <br />C 0 <br />ovic <br />v <br />O 00 <br />O <br />.C.^. - <br />Vi f.9 <br />'_' OO <br />o <br />m <br />Vi <br />C <br />O 0 <br />O <br />00 <br />r <br />— <br />$165,912.00 <br />$142,072.00 <br />$32,000.00 <br />$216,612.00 <br />OO <br />N <br />N <br />v+ <br />O 00 <br />� <br />v^ N <br />= <br />69 69 <br />O 00 <br />0 0 <br />v, <br />69 <br />O 9 <br />0 0 <br />x 0 <br />69 Vi <br />O <br />h <br />�:. <br />0 <br />C <br />00 <br />e,9 <br />Estimated <br />Quantity <br />O <br />NN <br />N <br />—N- <br />250 <br />5000 <br />0 0, <br />x <br />r N <br />N <br />�'N <br />0, <br />40899 <br />51000 <br />758 <br />N R0 <br />0VN <br />O <br />0 <br />N O. <br />00 <br />O O <br />N <br />O O <br />N N <br />O O <br />r 6357 <br />-r- <br />u <br />Q <br />O <br />0 <br />0 <br />0- <br />69 <br />0 <br />C <br />N <br />69 <br />0 <br />O <br />N <br />tH <br />00'0SZ$ <br />00'00£$ <br />O C <br />O <br />M 69 <br />69 V <br />$125.00 <br />$200.00 <br />00'05$ <br />00.06$ <br />$12.00 <br />$2.00 <br />0 0 <br />O <br />vi <br />69 69 <br />0 0 <br />o^ <br />d <br />69 <br />0 O <br />0 0 <br />6m9 69 <br />o <br />69 <br />0 0 <br />69 69 <br />o0 0 <br />69 6699 <br />$3.00 <br />$ 80.00 <br />$160.00 <br />$ 180.00 <br />$125.00 <br />$140.00 <br />$40.00 <br />$25.00 <br />OO <br />U <br />LUMP SUM <br />t_ <br />F <br />EACH <br />EACH <br />EACH <br />EACH <br />EACH <br />EACH <br />Q Q <br />W W <br />LIN FT <br />LIN FT <br />LIN FT <br />LIN FT <br />SQ YD <br />SQ FT <br />s FT <br />CU YD <br />CU YD <br />CU YD <br />CU YD <br />CU YD <br />HOUR <br />HOUR <br />HOUR <br />HOUR <br />HOUR <br />M GALLON <br />CU YD <br />SQ YD <br />Description <br />Z <br />O <br />N <br />m <br />2 <br />Z <br />m <br />0 <br />Z <br />C <br />REMOVE GATE VALVE <br />REMOVE HYDRANT <br />REMOVE DRAINAGE STRUC'.TURE <br />REMOVE SIGN TYPE C <br />REMOVE SIGN TYPE D <br />REMOVE SIGN TYPE SPECIAL <br />SALVAGE SIGN TYPE SPECIAL <br />SALVAGE MAIL BOX SUPPORT <br />REMOVE WATER MAIN <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />REMOVE SEWER PIPE (STORM) <br />REMOVE CURB AND GUTTER <br />REMOVE CONCRETE DRIVEWAY PAVEMENT <br />REMOVE BITUMINOUS DRIVEWAY PAVEMENT <br />REMOVE BITUMINOUS PAVEMENT <br />REMOVE BITUMINOUS WALK <br />REMOVE CONCRETE WALK <br />EXCAVATION - COMMON <br />FXCA V 4TTON - SURGRADE <br />EXCAVATION - CHANNEL AND POND <br />SELECT GRANULAR EMBANKMENT (CV) <br />COMMON EMBANKMENT (CV) <br />COMMON LABORERS <br />DOZER <br />10 CU YD TRUCK <br />075 CU YD FRONT END LOADER <br />STREET SWEEPER (WITH PICKUP BROOM) <br />WATER <br />W <br />— <br />7 <br />W <br />C <br />Q <br />C] <br />W <br />F <br />C7 <br />V <br />¢ <br />0 <br />W <br />. <br />Q <br />! <br />O <br />Z <br />s <br />5 <br />�. <br />c: Z <br />v0i <br />— <br />N <br />NO <br />d <br />v <br />2101.524 <br />2104 502 <br />2104 502 <br />2104.502 <br />ne cro <br />j N V <br />i <br />V <br />O C <br />_ <br />A N c <br />2104.502 <br />olne v» <br />�. <br />J v <br />d' d <br />C <br />J N c <br />2104.503 <br />/Ind in1 <br />d- d- <br />J O O <br />' V V <br />C O <br />i N N <br />T x <br />O <br />vJ , <br />O O <br />N N <br />x <br />-- <br />, <br />O <br />N <br />N o <br />N N <br />O O <br />r� <br />O j <br />N N <br />0 <br />h <br />\^ <br />N <br />o 0 <br />l�V <br />N N <br />o c <br />h vl <br />N N In <br />N N <br />c <br />�N <br />N r <br />N N <br />0 <br />v, <br />N <br />00 <br />O <br />N <br />N <br />Engineer Estimate_(04 <br />