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A <br />aIY <br />5 <br />z NO. Date Revisions A DRAWING NAME <br />pp' <br />STATEMENT OF ESTIMATED QUANTITIES <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET NO. <br />/ <br />X160539005_SEQ01.dwg <br />/ DESIGNED BY. LBM <br />Kim1e;;'&yjr)))Horn <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />�� Clt Of COUNTY ROAD F/ 10TH STREET NW <br />NEW STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028DRAWN <br />BY: LBM <br />TOTAL QUANTITY <br />SAP. 147-020.040 <br />PARTICIPATING STORM SEWER <br />S.A. P. 062-619-033 <br />PARTICIPATING PARTICIPATING <br />S.A.P. 147-020-041 <br />STORM SEWER <br />LANDSCAPING <br />S.A.P. 062677-028 <br />PARTICIPATING <br />PARTICIPATING <br />S.A.P. 147-121-OOS <br />STORM SEWER <br />LANDSCAPING <br />S.A.P. 147-109-002 <br />PARTICIPATING STORM SEWER <br />S.A.P. 147-110-011 <br />PARTICIPATING STORM SEWER <br />NON -PARTICIPATING (CITY <br />OF NEW BRIGHTON <br />ITEM NO. <br />ITEM DESCRIPTION <br />UNIT <br />ESTIMATED <br />NOTES <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED <br />QUANTITY <br />ESTIMATED QUANTITY <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />1 1 <br />0.05 <br />0.02 <br />0.15 <br />0.02 <br />0.06 <br />0.2 <br />0.05 <br />0.03 <br />0.12 <br />0.01 <br />0.13 <br />0.01 <br />0.15 <br />2101.501 <br />CLEARING <br />ACRE <br />0.1 <br />0.1 <br />2101.502 <br />CLEARING <br />TREE <br />49 <br />1 <br />36 <br />12 <br />2101.506 <br />GRUBBING <br />ACRE <br />0.1 <br />0.1 <br />2101.507 <br />GRUBBING <br />TREE <br />49 <br />1 <br />36 <br />12 <br />2102.502 <br />PAVEMENT MARKING REMOVAL <br />UN FT <br />1239 <br />1239 <br />2104.501 <br />REMOVEWATERMAIN <br />UN FT <br />106 <br />106 <br />2104.501 <br />REMOVESEWERPIPE(STORM) <br />UN FT <br />233 <br />103 <br />31 <br />99 <br />2104.501 <br />REMOVESEWERPIPE SANITARY <br />UN FT <br />480 <br />480 <br />2104.501 <br />REMOVE CURB&GUTTER <br />UN FT <br />3425 <br />375 <br />450 <br />300 <br />1050 <br />750 <br />400 <br />100 <br />2104.501 <br />REMOVERETAINING WALL <br />UN FT <br />276 <br />276 <br />2104.501 <br />REMOVE UNDERGROUNDWIRE <br />UN FT <br />925 <br />925 <br />2104.501 <br />REMOVE WATER SERVICE PIPE <br />UN FT <br />91 <br />91 <br />2104.505 <br />REMOVE CONCRETE PAVEMENT <br />SO, YD <br />1475 <br />375 <br />210 <br />90 <br />575 <br />75 <br />150 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQ YD <br />20475 <br />700 <br />150 <br />25 <br />5400 <br />3700 <br />6250 <br />4250 <br />2104.509 <br />REMOVEBOLIARDS <br />EACH <br />1 <br />1 <br />2104.509 <br />REMOVE MANHOLE OR CATCH BASIN <br />EACH <br />16 <br />1 <br />1 <br />2 <br />12 <br />2104.509 <br />REMOVECASTING <br />EACH <br />22 <br />2 <br />1 <br />19 <br />2104.509 <br />REMOVE GATE VALVE <br />EACH <br />4 <br />4 <br />2104.509 <br />REMOVE HYDRANT <br />EACH <br />5 <br />5 <br />2104.509 <br />REMOVE LIGHT FOUN DATION <br />EACH <br />7 <br />7 <br />2104.511 <br />SAWING CONCRETE PAVEMENT FULL DEPTH <br />UN FT <br />265 <br />30 <br />40 <br />160 <br />35 <br />2104.513 <br />SAWING BITPAVEMENT(FULLDEPTH) <br />UN FT <br />1910 <br />475 <br />500 <br />100 <br />175 <br />200 <br />210 <br />250 <br />2104.521 <br />SALVAGE CHAIN LINK FENCE <br />UN FT <br />88 <br />88 <br />2104.521 <br />SALVAGE WOODEN FENCE <br />LIN FT <br />60 <br />60 <br />2104.523 <br />SALVAGE LUMINAIRE <br />EACH <br />22 <br />22 <br />2104.523 <br />SALVAGE LIGHTING UNIT <br />EACH <br />7 <br />7 <br />2104.523 <br />SALVAGE SIGN TYPE C <br />EACH <br />23 <br />4 <br />5 <br />14 <br />2104.523 <br />SALVAGE BENCH <br />EACH <br />1 <br />1 <br />2104.601 <br />REMOVE EXISTING FENCE AND PYLONS <br />EACH <br />1 <br />1 <br />2104.601 <br />REMOVE SIGNAL SYSTEM <br />LUMP SUM <br />1 <br />0.25 <br />0.25 <br />0.5 <br />2104.602 <br />REMOVE CATCH BASIN TOP AND CASTING <br />EACH <br />5 <br />1 <br />1 <br />2 <br />1 <br />2104.602 <br />REMOVE GATE VALVE AND SLEEVE <br />EACH <br />2 <br />2 <br />2104.618 <br />REMOVE BRICK PAVERS <br />SQ FT <br />4500 <br />900 <br />3600 <br />2105.501 <br />COMMON EXCAVATION (P) <br />CU YD <br />3 787 <br />703 <br />84 <br />2105.522 <br />SELECT GRANULAR BORROW (CV) (P) <br />CU YD <br />1029 <br />323 <br />669 <br />37 <br />2106.604 <br />GEOTEXTILE FABRIC TYPE V <br />SQ YD <br />6300 <br />800 <br />750 <br />4750 <br />2112.604 <br />SUBGRADE PREPARATION <br />SQ YD <br />20550 <br />800. <br />700 <br />4800 <br />3300 <br />6700 <br />4250 <br />2211.501 <br />AGGREGATE BASE CLASS 5 <br />TON <br />10050 <br />800 <br />640 <br />310 <br />2500 <br />2700 <br />2200 <br />900 <br />2232.501 <br />MILL BITUMINOUS SURFACE 2" <br />SQ YD <br />806 <br />80(! <br />2360.501 <br />TYPE SP 12.5 WEA RI NG COURSE MIXTURE 3C <br />TON <br />4215 <br />180 <br />140 <br />25 <br />1125 <br />760 <br />1525 <br />460 <br />2360.501 <br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (DRIVEWAY MIX) <br />TON <br />50 <br />15 <br />35 <br />2360.502 <br />TYPE SP 12.5 NON WEAR COURSE MIXTURE 3,B <br />TON <br />2595 <br />115 <br />84 <br />16 <br />560 <br />570 <br />765 <br />485 <br />2411.604 <br />MODULAR BLOCK RETAINING WALL <br />SQ YD <br />2501.516 <br />15" RC PI PE APRON <br />EACH <br />1 <br />1 <br />2503.511 <br />8" PVC PIPE SEWER <br />UN FT <br />165 <br />165 <br />2503.511 <br />10" PVC PIPE SEWER <br />UN FT <br />315 <br />315 <br />2503.542 <br />15" RC PI PE SEWER DES 3006 CL V <br />LIN FT <br />623 <br />35 <br />152. <br />308 <br />128 <br />2503.542 <br />18" RC PIPE SEWER DES 3006 CL III <br />UN FT <br />89 <br />89 <br />2503.542 <br />24" RC PIPE SEWER DES 3006 CLIII <br />UN FT <br />31 <br />31 <br />2503.602 <br />F&I BARRIER, NEWCASTING, AND INFI-SHIELD <br />EACH <br />21 <br />21 <br />2503.602 <br />CONSTRUCT BULKHEAD <br />EACH <br />2 <br />2 <br />2503.602 <br />CONNECTTO EXISTING SANITARY SEWER <br />EACH <br />4 <br />4 <br />2503.602 <br />CONNECTTO EXISTING STORM SEWER <br />EACH <br />26 <br />2 <br />4 <br />3 <br />5 <br />12 <br />2503.602 <br />CONNCECTTO EXISTING MANHOLES <br />EACH <br />4 <br />1 <br />1 <br />2 <br />2503.608 <br />DUCTILE IRON FITTINGS <br />POUND <br />68 <br />68 <br />2504.602 <br />INSTALLCURB BOX COVER <br />EACH <br />1 <br />1 <br />2504.602 <br />WATERMAIN OFFSET <br />EACH <br />1 <br />1 <br />2504.602 <br />CONNECTTO EXISTING WATER MAIN <br />EACH <br />11 <br />11 <br />2504.602 <br />HYDRANT <br />EACH <br />6 <br />6 <br />2504.602 <br />ADI UST GATE VALVE <br />EACH <br />5 <br />5 <br />2504.602 <br />6" GATE VALVE&BOX <br />EACH <br />11 <br />11 <br />2504.603 <br />EXPOSE AND INSULATE WATER SERVICE <br />UN FT <br />96 <br />96 <br />2504.603 <br />6" WATERMAIN DUCTILE IRON CL52 <br />LIN FT <br />127 <br />127 <br />2506.501 <br />CONST DRAINAGE STRUCTURE DES 48-4020 <br />LIN FT <br />82.62 <br />7.91 <br />6.19 <br />13.94 <br />4.1 <br />50.48 <br />2506.501 <br />CONST DRAINAGE STRUCTURE DES 6G-4020 <br />UN FT <br />17.75 <br />12.15 <br />5.6 <br />2506.501 <br />CONST DRAINAGE STRUCTURE DES84-4020 <br />UN FT <br />6.61 <br />6.61 <br />2506.516 <br />CASTINGASSEMBLY <br />EACH <br />28 <br />2 <br />4 <br />8 <br />2 <br />12 <br />2506.522 <br />ADIUSTFRAME&RINGCASTING <br />EACH <br />2 <br />2 <br />2506.602 <br />F&I CASTINGAND MANHOLETOP <br />EACH <br />5 <br />1 <br />1 <br />2 <br />1 <br />2506.602 <br />FLEX SEALSTORM SEWER STRUCTURE <br />EACH <br />24 <br />3 <br />2 <br />6 <br />2 <br />u <br />2506.602 <br />INSTALLNEW RINGSAND CASTING STORM <br />EACH <br />3 <br />2 <br />1 <br />2506.602 <br />ADI LIST FRAME&RING CASTING UTILITY <br />EACH <br />2 1 <br />1 <br />2506.603 <br />CONST DRAINAGE STRUCTURE 2'X YCATCH BASIN <br />UN FT <br />37.77 1 <br />3.9 <br />5.89 1 <br />1191 1 <br />3.16 <br />12.91 <br />2511.501 <br />RANDOM RIPRAP CLASS III <br />CU YD <br />4.8 <br />4.8 <br />2511.515 <br />GEOTEXTILE FILTERTYPE IV <br />SQ YD <br />20.8 <br />20.8 <br />2521.501 <br />4" CONCRETE WALK <br />SQ FT <br />23350 <br />3300 <br />2820 <br />34W <br />8150 <br />36M <br />2000 <br />5 <br />z NO. Date Revisions A DRAWING NAME <br />pp' <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET NO. <br />/ <br />X160539005_SEQ01.dwg <br />/ DESIGNED BY. LBM <br />Kim1e;;'&yjr)))Horn <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />�� Clt Of COUNTY ROAD F/ 10TH STREET NW <br />NEW STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028DRAWN <br />BY: LBM <br />B13GHI'ON CITY PROJECT 15-1 <br />S.A.P. 147-121-005 <br />CHECKED BY: EJF <br />J <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />Rngt-aro D p -t -t <br />8030m7TWh+owa <br />/89 <br />DATE: 1 /15/2015 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.00M <br />2+w artauun W bbf 18 <br />(est) esa-lobo <br />STATEMENT OF ESTIMATED QUANTITIES <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN LIC. N0.48761 <br />C P 15_1 <br />PROJECT NO. 160539005 <br />y <br />