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17-01 ALPINE DRIVE REOONSTFIXTION:ARMSTRONG BLVD.to VARIOLTTE STREET <br /> ENGINEER'S ESTIMATES PER OPTION <br /> 1/11/7017 <br /> BEIM No- MNDOT DESCRIPTION Uwr ESTIMATED UNIT COST CO6T EXTEILSION <br /> N0. QUANTITY <br /> 1 2021.3M MOSIU AT0N LS 1 $ 43,00000 S 43.000100 <br /> 2 2104.301 REMOVE COMCRE-7 CURB AND GUTTER LF 1300 5 6.00 $ 9.00000 <br /> 3 2104301 REMOVE SEWER PIPE-STORM LF 10 5 13.00 $ 139.00 <br /> 4 2106.308 DOVE CONCRETE DRIVEWAY PAVEMENT SF 32 $ 2.30 $ Z03 00 <br /> 3 2106300 REMOVE BITUMINOUS PAVEMENT SY 16 $ 430 $ 72.00 <br /> 6 2106.309 REMOVE MANHOLE CSR CATCH BASIN EA 1 $ 300.00 $ 50D DO <br /> 7 2306.311 SAWING CONCRETE PAVEMENT-FULL DEPTH LF 64 $ &-w S 344.00 <br /> B ZUN.313 SAWING BRUARNOUS PAVEMENT-FULL DEPTH LF 190 $ 3.30 $ 1,043.00 <br /> 9 2103.322 SELECT GRANULAR BORROW{CV(-(TO POSSIBLY THIN OUT RECLAM( CY 300 S 12.30 $ 6,230.00 <br /> 1D 21,03.601 UTLITY DEWATER2MG LS 1 S 2,00000 S 2000.00 <br /> 11 2112.301 SUSGRADE PREPARATION AWT 36 $ 223.00 $ S.LOD.00 <br /> 12 2130.301 WATER MGAL 70 $ 32.30 $ 2.273.00 <br /> 13 2213.501 BUTUMWDUS PAVEMENT RECAAMATION r9.!•DEPTUiJ SY 12740 $ 200 S 23.480.00 <br /> 14 2232.301 MILL BITUMINOUS PAVEMENT(1.3'DEPTH} SY 40 S 13.00 S 600.00 <br /> 1.3 2331-607 HAUL BIT PAVEMENT RECLAMATION(LVJ CY 1610 $ 9.00 S 14,49000 <br /> 16 2337.302 BrfUMINOUS N64TERIAL FOR TACK COAT GAL 592 $ 235 S LL03-12 <br /> 17 2#0.302 TYPE SP 9.3 WEARING COURSE MRRURE(SPWEU40C)(1.Y} TON 1261 5 63.00 S 83,%5DO <br /> 1a 2360.302 TYPE SP 12.3 NON WEARING COURSE MOtTUTAt t971WB330LJ{T( TDM 1652 S 61.00 S WZA=.OD <br /> 19 2303.341 13'RC PIPE SEWER,DESIGN 3006 CLASS■ LF 161 3 33.00 $ 3,633.00 <br /> ZD 2303.602 CONNECT TO EXISNG STORM SEWER EA 2 5 1.,200.DO $ 2,400.00 <br /> 21 2306.301 CONSTRUCT DRAINAGE SMUCTU RE 3MGN 49-4020 LF 10 S 423.00 $ 4,230.00 <br /> z2 2306,302 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2X3 CATCH BASIN EA 2 $ 1,300.00 $ 3,130000 <br /> 23 2306.316 CASTING ASSEMBLY EA ♦ S 330.00 $ 2208.04 <br /> 24 2306,331 INSTALL CASTING EA 4 $ Z73.00 5 1.1110.00 <br /> 2.3 2306.602 GROUT CATCH BASIN EA 14 S 300.00 S 4.200.00 <br /> 26 25M 602 AMUST CATCH BASIN CASTING EA 9 $ 1,D00.00 $ 9,000.00 <br /> 27 2321301 6'CONCRETE WALK SF 1AZ $ 7.00 S 994.00 <br /> 26 2331301 CONCRETE CURB 6 GIUTTER DESIGN 8618 LF 1300 $ 13.00 S 19.30000 <br /> 29 2331307 6'CONQRETE DRIVEWAY PAVEMENT SY 37 S 33.00 $ L923.00 <br /> 30 2331618 TRUNCATED DOMES SF 16 $ 4C 00 $ 64000 <br /> 31 2363.603 TRAFFK CONTROL L5 1 $ 5,D0O.D0 $ 3,000.0D <br /> 32 ZYM.37D HYDRAULIC MATRIX TYPE MULCH 185 140 $ 2.04 $ ISO 00 <br /> 33 2373.303 SILT FENCE LF B08 $ 3.D0 $ 2,400.00 <br /> 34 2373.334 STORM DRAIN INLET PROTECTRON EA Z7 $ z00.00 $ 3.40000 <br /> 33 2374.308 FERTII UER TYPE 3 LSS 14 S 3.00 S +200 <br /> 36 2373.901 HYOROSEEDWG MNDOT MIXTURE 23-131 ACRE 0137 $ 6,000.00 S 420.00 <br /> 37 2373.302 MNOOT SEED MIXTURE Z3-131 LHS 13 $ 3.00 S 7300 <br /> 36 2373.323 COMMON TOMiL BORROW JLVJ CY 43 $ 30.00 5 1,330.00 <br /> 39 2382302 4'DOUBLE SOLID UNE YELLOW-EPDXY LF 1364 S 1-00 $ 136400 <br /> 40 238,0302 A-BR09XW UNE YELLOW-EPDXY LF 410 $ 0.30 S ZO3.OD <br /> 41 2382302 4'SOLID UNE YELLDW-EPDXY LF 330 $ 050 S 173 DD <br /> 42 2382.302 4'SOLID LINE W HRT-EPDXY LF 6777 $ 030 $ 31388.30 <br /> 43 2362303 CROSSWALK MARKINGS-EPDXY SF 90 5 3-00 S 430.00 <br /> GENERAL BID JTE W5 COXS7,XtUCT1ON C057 $ 373,79vs62 <br /> 23%INDIRECT COST S 86,43332 <br /> TOTAL PRDIECT COST S 462,MA4 <br /> Feasibility Report <br /> Alpine Drive Reconstruction <br /> City ofRamsey Project No.I7-0I <br />