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STATEMENT OF ESTIMATED QUANTITIES <br />NORTH BROWN ROAD IMPROVEMENTS <br />NON PARTICIPATING <br />ITEM NO. <br />MNDOT <br />SPEC NO. <br />BID ITEM <br />NOTES <br />UNIT <br />SAP 152-107-002 <br />ROADWAY <br />QUANTITY <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />1 <br />2 <br />2104.504 <br />REMOVE CONCRETE (ANY THICKNESS) <br />SF <br />200 <br />3 <br />2104.503 <br />REMOVE CONCRETE CURB (ANY TYPE) <br />LF <br />820 <br />4 <br />2106.507 <br />COMMON EXCAVATION (CV) <br />CY <br />90 <br />5 <br />1 2211.507 <br />CLASS 5 AGGREGATE <br />TON <br />190 <br />6 <br />2215.504 <br />FULL DEPTH RECLAMATION (6" DEPTH) (P) <br />SY <br />10620 <br />7 <br />2215.507 <br />DISPOSE EXCESS RECLAIM MATERIAL OFF -SITE (CV)(P) <br />CY <br />305 <br />8 <br />2232.504 <br />MILL BITUMINOUS SURFACE (4" DEPTH) (P) <br />SY <br />10620 <br />9 <br />2306.509 <br />TYPE SP 9.5 WEAR COURSE MIX (3,B) <br />TON <br />1330 <br />10 <br />2306.509 <br />TYPE SP 12.5 NON -WEAR COURSE MIX (3,B) <br />TON <br />2000 <br />11 <br />2360.509 <br />TYPE SP 9.5 WEAR COURSE MIX (2,B) (DRIVEWAYS) <br />TON <br />30 <br />12 <br />2501.502 <br />CONNECT FES TO EX. PIPE <br />EACH <br />1 <br />13 <br />2506.502 <br />ADJUST CASTING <br />EACH <br />1 <br />14 <br />2506.502 <br />ADJUST CATCH BASIN <br />EACH <br />22 <br />15 <br />2506.502 <br />REGROUT/PATCH CATCHBASIN <br />EACH <br />5 <br />16 <br />2506.502 <br />EXTERNAL CHIMNEY SEAL <br />EACH <br />1 <br />17 <br />2506.503 <br />CONSTRUCT 27-INCH STRUCTURE OVER PIPE (INCLUDING CASTING) <br />EACH <br />1 <br />18 <br />2531.503 <br />B618 CONCRETE CURB <br />LF <br />300 <br />19 <br />2531.503 <br />SURMOUNTABLE CONCRETE CURB <br />LF <br />560 <br />20 <br />2531.504 <br />6-INCH CONCRETE SIDEWALK <br />SF <br />120 <br />21 <br />2531.504 <br />6-INCH CONCRETE DRIVEWAY <br />SF <br />200 <br />22 <br />2531.618 <br />TRUNCATED DOMES <br />SF <br />20 <br />23 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1 <br />24 <br />2573.502 <br />INLET PROTECTION <br />EACH <br />23 <br />25 <br />2574.508 <br />HYDRAULIC MULCH WITH SEED MIXTURE 25-151 AND 6-INCHES OF TOPSOIL <br />SY <br />190 <br />26 <br />2575.601 <br />LANDSCAPING <br />ALLOWANCE <br />1 <br />27 <br />2582.503 <br />4-INCH MULTI -COMPONENT SOLID YELLOW <br />LF <br />200 <br />28 <br />2582.503 <br />4-INCH MULTI -COMPONENT DOUBLE YELLOW <br />LF <br />3230 <br />29 <br />2582.503 <br />24-INCH MULTI -COMPONENT SOLID YELLOW <br />LF <br />50 <br />30 <br />2582.503 <br />4-INCH MULTI -COMPONENT SOLID WHITE <br />LF <br />5970 <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />"PFESSIW j ENGINEER UNDErV E LAWS OF TH E STATE OF MINNESFTA.t <br />B O LTO N 263 PCHASK SHADOW LANE, 53138 200 <br />Emil: Chaska@boenk.com& MENK ww.bolton-menk.com <br />DDS <br />CHECKED <br />LIENT Ao,W <br />Q1 STATE AID COMMENTS <br />A2 COUNTY COMMENTS <br />S.A.P.152-107-002 <br />NORTH BROWN ROAD IMPROVEMENTS <br />STATEMENT OF ESTIMATED QUANTITIES <br />SHEET I <br />3 <br />OF <br />8 47 <br />