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Design By:EKM
<br />Checked By:VCK
<br />WSB Project:2024 STREET IMPROVEMENT PROJECT Date:5/31/2024
<br />Project Location:LINO LAKES, MN
<br />WSB Project No:023620-000
<br />Item
<br />No.
<br />MnDOT
<br />Specification
<br />No.
<br />Description Unit Estimated Total
<br />Quantity
<br />Estimated Unit
<br />Price Estimated Total Cost ESTIMATED
<br />QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST
<br />1 2021.501 MOBILIZATION LS 1 93,097.00$ 93,097.00$ 1.0 93,097.00$ -$ -$
<br />2 2101.501 CLEARING & GRUBBING LS 1 25,000.00$ 25,000.00$ 1.0 25,000.00$ -$ -$
<br />3 2104.502 REMOVE SIGN EACH 3 150.00$ 450.00$ 3.0 450.00$ -$ -$
<br />4 2104.502 REMOVE MAIL BOX SUPPORT EACH 29 100.00$ 2,900.00$ 29.0 2,900.00$ -$ -$
<br />5 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 200 10.00$ 2,000.00$ 200.0 2,000.00$ -$ -$
<br />6 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 1000 8.00$ 8,000.00$ 1000.0 8,000.00$ -$ -$
<br />7 2104.503 REMOVE CURB & GUTTER L F 20 12.00$ 240.00$ 20.0 240.00$ -$ -$
<br />8 2104.503 SALVAGE FENCE L F 200 150.00$ 30,000.00$ 200.0 30,000.00$ -$ -$
<br />9 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 180 11.00$ 1,980.00$ 180.0 1,980.00$ -$ -$
<br />10 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 1070 9.00$ 9,630.00$ 1070.0 9,630.00$ -$ -$
<br />11 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 10460 9.00$ 94,140.00$ 10460.0 94,140.00$ -$ -$
<br />12 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 5,000.00$ 5,000.00$ 1.0 5,000.00$ -$ -$
<br />13 2105.504 GEOTEXTILE FABRIC TYPE 5 S Y 12920 3.00$ 38,760.00$ 12920.0 38,760.00$ -$ -$
<br />14 2105.601 DEWATERING LS 1 10,000.00$ 10,000.00$ 1.0 10,000.00$ -$ -$
<br />15 2105.601 SITE GRADING LS 1 7,500.00$ 7,500.00$ 1.0 7,500.00$ -$ -$
<br />16 2106.507 EXCAVATION - COMMON C Y 3590 15.00$ 53,850.00$ 3590.0 53,850.00$ -$ -$
<br />17 2106.507 EXCAVATION - SUBGRADE C Y 7180 24.00$ 172,320.00$ 7180.0 172,320.00$ -$ -$
<br />18 2106.507 EXCAVATION - CHANNEL AND POND C Y 2130 45.00$ 95,850.00$ 2130.0 95,850.00$ -$ -$
<br />19 2106.507 SELECT GRANULAR EMBANKMENT (CV)C Y 7180 24.00$ 172,320.00$ 7180.0 172,320.00$ -$ -$
<br />20 2106.507 COMMON EMBANKMENT (CV)C Y 360 22.00$ 7,920.00$ 360.0 7,920.00$ -$ -$
<br />21 2112.519 SUBGRADE PREPARATION RDST 30 250.00$ 7,500.00$ 30.0 7,500.00$ -$ -$
<br />22 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 25 150.00$ 3,750.00$ 25.0 3,750.00$ -$ -$
<br />23 2130.523 WATER MGAL 50 100.00$ 5,000.00$ 50.0 5,000.00$ -$ -$
<br />24 2123.61 UTILITY CREW HOUR 10 750.00$ 7,500.00$ 10.0 7,500.00$ -$ -$
<br />25 2211.507 AGGREGATE BASE (CV) CLASS 5 C Y 3250 32.00$ 104,000.00$ 3250.0 104,000.00$ -$ -$
<br />26 2331.603 JOINT ADHESIVE L F 6460 1.00$ 6,460.00$ 6460.0 6,460.00$ -$ -$
<br />27 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 500 3.50$ 1,750.00$ 500.0 1,750.00$ -$ -$
<br />28 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,C)3.0" THICK S Y 1070 37.00$ 39,590.00$ 1070.0 39,590.00$ -$ -$
<br />29 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 890 82.00$ 72,980.00$ 890.0 72,980.00$ -$ -$
<br />30 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON 1740 85.00$ 147,900.00$ 1740.0 147,900.00$ -$ -$
<br />31 2501.502 24" RC PIPE APRON EACH 2 2,100.00$ 4,200.00$ 2.0 4,200.00$ -$ -$
<br />32 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 810 75.00$ 60,750.00$ 810.0 60,750.00$ -$ -$
<br />33 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 930 88.00$ 81,840.00$ 930.0 81,840.00$ -$ -$
<br />34 2503.503 21" RC PIPE SEWER DES 3006 CL III L F 590 92.00$ 54,280.00$ 590.0 54,280.00$ -$ -$
<br />35 2503.503 24" RC PIPE SEWER DES 3006 CL III L F 230 100.00$ 23,000.00$ 230.0 23,000.00$ -$ -$
<br />36 2504.602 IRRIGATION SYSTEM REPAIR EACH 10 500.00$ 5,000.00$ 10.0 5,000.00$ -$ -$
<br />37 2505.601 UTILITY COORDINATION LS 1 2,500.00$ 2,500.00$ 1.0 2,500.00$ -$ -$
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 12 2,100.00$ 25,200.00$ 12.0 25,200.00$ -$ -$
<br />39 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 EACH 9 2,100.00$ 18,900.00$ 9.0 18,900.00$ -$ -$
<br />40 2506.502 CONST DRAINAGE STRUCTURE DES 60-4020 EACH 4 2,500.00$ 10,000.00$ 4.0 10,000.00$ -$ -$
<br />41 2511.507 RANDOM RIPRAP CLASS III C Y 50 80.00$ 4,000.00$ 50.0 4,000.00$ -$ -$
<br />42 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 6460 28.00$ 180,880.00$ 6460.0 180,880.00$ -$ -$
<br />43 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 180 90.00$ 16,200.00$ 180.0 16,200.00$ -$ -$
<br />44 2540.602 MAIL BOX EACH 29 100.00$ 2,900.00$ 29.0 2,900.00$ -$ -$
<br />45 2540.602 MAIL BOX SUPPORT EACH 29 150.00$ 4,350.00$ 29.0 4,350.00$ -$ -$
<br />46 2540.602 TEMPORARY MAIL BOX EACH 29 150.00$ 4,350.00$ 29.0 4,350.00$ -$ -$
<br />47 2557.602 REPAIR DOG FENCE EACH 10 500.00$ 5,000.00$ 10.0 5,000.00$ -$ -$
<br />48 2557.603 INSTALL FENCE L F 200 150.00$ 30,000.00$ 200.0 30,000.00$ -$ -$
<br />49 2563.601 TRAFFIC CONTROL LS 1 12,000.00$ 12,000.00$ 1.0 12,000.00$ -$ -$
<br />50 2564.602 INSTALL SIGN EACH 3 150.00$ 450.00$ 3.0 450.00$ -$ -$
<br />51 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 1,500.00$ 1,500.00$ 1.0 1,500.00$ -$ -$
<br />52 2573.502 STORM DRAIN INLET PROTECTION EACH 2 150.00$ 300.00$ 2.0 300.00$ -$ -$
<br />53 2573.503 SILT FENCE, TYPE MS L F 1620 4.00$ 6,480.00$ 1620.0 6,480.00$ -$ -$
<br />54 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1620 3.00$ 4,860.00$ 1620.0 4,860.00$ -$ -$
<br />55 2574.507 COMMON TOPSOIL BORROW C Y 960 38.00$ 36,480.00$ 960.0 36,480.00$ -$ -$
<br />56 2574.508 FERTILZIER TYPE 3 L B 240 4.00$ 960.00$ 240.0 960.00$ -$ -$
<br />57 2574.508 FERTILZIER TYPE 4 L B 270 4.00$ 1,080.00$ 270.0 1,080.00$ -$ -$
<br />58 2575.504 SODDING TYPE LAWN S Y 5740 10.00$ 57,400.00$ 5740.0 57,400.00$ -$ -$
<br />59 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 S Y 10890 3.00$ 32,670.00$ 10890.0 32,670.00$ -$ -$
<br />60 2575.505 SEEDING ACRE 2 2,000.00$ 4,400.00$ 2.2 4,400.00$ -$ -$
<br />61 2575.508 SEED MIXTURE 33-261 L B 80 25.00$ 2,000.00$ 80.0 2,000.00$ -$ -$
<br />62 2575.508 HYDRAULIC MULCH MATRIX L B 5620 6.00$ 33,720.00$ 5620.0 33,720.00$ -$ -$
<br />CONSTRUCTION TOTAL 1,955,037.00$ 1,955,037.00$ -$ -$
<br />CONTINGENCY TOTAL (10%)195,504.00$ 195,504.00$ -$ -$
<br />SUBTOTAL 2,150,541.00$ 2,150,541.00$ -$ -$
<br />INDIRECT COST TOTAL (20%)430,108.00$ 430,108.00$ -$ -$
<br />TOTAL SURFACE COST 2,580,649.00$ 2,580,649.00$ -$ -$
<br />PAVEMENT MANAGEMENT FUND TRUNK SEWER FUNDTRUNK WATER FUND
<br />FUNDING SOURCE FUNDING SOURCE FUNDING SOURCE
<br />OPINION OF PROBABLE COST
<br />A. SURFACE IMPROVEMENTS
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