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17-01 ALPINE DRIVE RECONSTRUCTION: ARNISTRONG BLVD. to VARPOLRE STREET <br />ENGINEER'S ESTIMATES PER OPTION <br />1t1112017 <br />ITEM No �T OESOIITION UNIT ESTIMATED UNIT COST COST EXTENSION <br />No. QUANTITY <br />I 2021.701 MOBIl APRON LS 1 $ 43,00000 S 43,000.00 <br />2 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1500 $ 6.00 $ 9.000.00 <br />3 2104301 REMOVE SEWER PIPE - STORM LF 10 $ 13.00 5 130.00 <br />4 2104.303 REMOVE CONCRETE DRIVEWAY PAVEMENT SF Si $ 2.20 $ 20300 <br />3 2104303 REMOVE BITUMI NOUS PAVEMENT SY 16 $ 4.30 $ 72_00 <br />6 2104.309 REMOVE MANHOLE OR CATCH BASIN EA I S 300.00 $ 100--_00 <br />7 2104.331 SAWING CONCRETE PAVEMENT - FULL DEPTH IF 64 $ R.30 S 344.00 <br />B 2104.323 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LF 190 $ 5.30 $ 1,043.00 <br />9 2103.322 satCY GRAMYLAP BORROW {CV( - CIO POSSIBLY THIN OUT RECLAM( CY 300 5 12.30 $ 6,230.00 <br />ID 2/05.601 UTILITY DEWATERNG LS 1 $ 2,000.00 $ 2.000.00 <br />11 2/12.301 SUBGRADE PREPARATION ROST 36 S 225.00 $ SA00.00 <br />12 2130.501 WATER MEAL 70 $ 32.30 $ 2.273.00 <br />13 2213301 B.7UMW0US PAVEMENT RECLAMATION (93` DEPTNI Sr 12740 $ 2.00 $ 23,4E0.00 <br />14 2232.501 MILL BITUMINOUS PAVEMENT (1.3' DEPTH( SY 40 $ 13.00 S 600-00 <br />13 2331-607 HAUL INT PAVEMENT RECLAMATION ILV CY 1610 $ 9.00 5 14490.00 <br />16 2337.302 BTTUEW6OLIS MATERIAL FOR TAR COAT GAL 692 5 236 S 2107-12 <br />17 2360.302 TYPE SP 9.3 WEARING COURSE I$ETURE I3PWER340C1 4.31 TON 1261 5 63.00 5 21,96535 <br />121 2360.302 TYPE SP 123 NON WEARING COURSE MIXTURE 1S1WWB330CI (F( TON 1632 5 61.00 $ 1D2.602-00 <br />13 2303.341 15" RC PIPE SEWER, DESIGN 3006 CLASS ■ IF 161 5 33.00 $ 3,633.00 <br />2D 2303.602 CONNECT TO EXISTING STORM SEWER EA 2 5 1,200.00 $ 2,400.00 <br />21 2306.301 CONSTRUCT DRAINAGE STRUCTURE 013IGN 46-4020 IF 10 S 423.00 $ 4,270.00 <br />21 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 2Y3 CATCH BASIN EA 2 5 1,300.00 $ 3,00000 <br />23 2306.516 CASTING ASSEMBLY EA 4 $ 330.00 $ 2.200.00 <br />24 2306.321 INSTALL CASTING EA 4 5 277.00 $ 1,SD0.00 <br />27 2506.602 GROUT CATCH BASIN EA 14 $ 300.00 $ 4.200.00 <br />26 2306.602 ADJUST CATCH BASIN CASTNG EA 9 $ 1,000.00 5 9,000.00 <br />27 2321701 6' CONCRETE WALK SF 1A2 $ 7.00 $ 994.00 <br />26 2131_301 CONCRETE CURB &GUTTER DESIGN 0616 IF 1300 5 13.00 5 19,300_00 <br />29 2331.307 6' CONCRETE ORNEWAY PAVEMENT SY 33 5 33.00 $ 1.923.00 <br />30 233161.3 TRUNCATED DOMES SF 16 S 40.00 $ 640.00 <br />31 2363.601 TRAFFIC CDPRTIOL LS 1 $ 5,D00.00 $ 3,030.00 <br />32 2370.370 HYDRAULIC MATRIX TYPE MULCH 1BS 140 $ 2.00 $ 730.00 <br />33 2773.303 SILT FENCE LF SOO $ 3.00 $ 2,400.00 <br />34 1373.330 STORM DRAIN INLET PROTECTION EA 27 $ 2110.00 5 5,400.00 <br />33 2374.301 FERTILIZER TYPE 3 LES 14 $ 3.00 S 4200 <br />36 2573.501 HYDROSEEDNG MNOOT MIXTURE 25-1.31 ACRE 0 a7 $ 6,000.00 S 420.00 <br />37 2375.302 MNIXIT SEED MIXTURE 23-131 13S 13 $ 3.00 S 73 00 <br />38 2373.323 COMMON TOPSOIL BORROW (1V) CY 43 $ 30.00 $ 1.370.00 <br />39 2382502 4- DOUBLE SOLID UNE YELLOW - EPDXY LF 1334 5 100 $ 138400 <br />40 2382.302 4- BROKEN LINE YELLOW - EPDXY IF 410 $ 0.30 5 203.00 <br />41 2382702 4' SOLID UHE YELLOW - EPDXY IF 330 5 050 5 173.00 <br />42 2382.702 4' SOLID UNE WHITE - EPDXY IF 6777 $ 030 $ 3,388.30 <br />43 2362.703 CROSSWALK MARKINGS - EPDXY SF 90 5 7-00 S 430.00 <br />GENERAL BID ITEMS COXS7RUCnOtv COST $ 373,796.67 <br />23% INDIRECT COST S E6,43322 <br />TOTAL PRCIIECT COST 5 462,2'!J4 <br />Feasibility Report <br />Alpine Drive Reconstruction <br />City of Ramsey Project No. 17-01 <br />