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Design By:EKM
<br />Checked By:VCK
<br />WSB Project:2024 STREET IMPROVEMENT PROJECT Design By:KJG Date:5/31/2024
<br />Project Location:LINO LAKES, MN Checked By:DLH
<br />WSB Project No:Date:5/31/2024
<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 63,757.00$ 63,757.00$ 1 63,757.00$ -$ -$
<br />2 2101.501 CLEARING & GRUBBING LS 1 25,000.00$ 25,000.00$ 1 25,000.00$ -$ -$
<br />3 2104.502 REMOVE SIGN EACH 10 150.00$ 1,500.00$ 10 1,500.00$ -$ -$
<br />4 2104.502 REMOVE MAIL BOX SUPPORT EACH 27 100.00$ 2,700.00$ 27 2,700.00$ -$ -$
<br />5 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 110 10.00$ 1,100.00$ 110 1,100.00$ -$ -$
<br />6 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 492 8.00$ 3,936.00$ 492 3,936.00$ -$ -$
<br />7 2104.503 REMOVE CURB & GUTTER L F 220 12.00$ 2,640.00$ 220 2,640.00$ -$ -$
<br />8 2104.503 REMOVE BITUMINOUS CURB L F 3960 5.00$ 19,800.00$ 3960 19,800.00$ -$ -$
<br />9 2104.503 SALVAGE FENCE L F 100 150.00$ 15,000.00$ 100 15,000.00$ -$ -$
<br />10 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 200 11.00$ 2,200.00$ 200 2,200.00$ -$ -$
<br />11 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 670 9.00$ 6,030.00$ 670 6,030.00$ -$ -$
<br />12 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 7500 9.00$ 67,500.00$ 7500 67,500.00$ -$ -$
<br />13 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 5,000.00$ 5,000.00$ 1 5,000.00$ -$ -$
<br />14 2105.504 GEOTEXTILE FABRIC TYPE 5 S Y 9350 3.00$ 28,050.00$ 9350 28,050.00$ -$ -$
<br />15 2105.601 DEWATERING LS 1 10,000.00$ 10,000.00$ 1 10,000.00$ -$ -$
<br />16 2105.601 SITE GRADING LS 1 7,500.00$ 7,500.00$ 1 7,500.00$ -$ -$
<br />17 2106.507 EXCAVATION - COMMON C Y 2650 15.00$ 39,750.00$ 2650 39,750.00$ -$ -$
<br />18 2106.507 EXCAVATION - SUBGRADE C Y 5310 24.00$ 127,440.00$ 5310 127,440.00$ -$ -$
<br />19 2106.507 EXCAVATION - CHANNEL AND POND C Y 1500 45.00$ 67,500.00$ 1500 67,500.00$ -$ -$
<br />20 2106.507 SELECT GRANULAR EMBANKMENT (CV)C Y 5310 24.00$ 127,440.00$ 5310 127,440.00$ -$ -$
<br />21 2106.507 COMMON EMBANKMENT (CV)C Y 270 22.00$ 5,940.00$ 270 5,940.00$ -$ -$
<br />22 2112.519 SUBGRADE PREPARATION RDST 20 250.00$ 5,000.00$ 20 5,000.00$ -$ -$
<br />23 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 75 150.00$ 11,250.00$ 75 11,250.00$ -$ -$
<br />24 2130.523 WATER MGAL 50 100.00$ 5,000.00$ 50 5,000.00$ -$ -$
<br />25 2123.61 UTILITY CREW HOUR 10 500.00$ 5,000.00$ 10 5,000.00$ -$ -$
<br />26 2211.507 AGGREGATE BASE (CV) CLASS 5 C Y 1770 32.00$ 56,640.00$ 1770 56,640.00$ -$ -$
<br />27 2331.603 JOINT ADHESIVE L F 4460 1.00$ 4,460.00$ 4460 4,460.00$ -$ -$
<br />28 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 370 3.50$ 1,295.00$ 370 1,295.00$ -$ -$
<br />29 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,C)3.0" THICK S Y 670 37.00$ 24,790.00$ 670 24,790.00$ -$ -$
<br />30 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 640 82.00$ 52,480.00$ 640 52,480.00$ -$ -$
<br />31 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON 1270 85.00$ 107,950.00$ 1270 107,950.00$ -$ -$
<br />32 2501.502 21" RC PIPE APRON EACH 1 2,000.00$ 2,000.00$ 1 2,000.00$ -$ -$
<br />33 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 1000 75.00$ 75,000.00$ 1000 75,000.00$ -$ -$
<br />34 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 610 88.00$ 53,680.00$ 610 53,680.00$ -$ -$
<br />35 2503.503 21" RC PIPE SEWER DES 3006 CL III L F 120 92.00$ 11,040.00$ 120 11,040.00$ -$ -$
<br />36 2504.602 IRRIGATION SYSTEM REPAIR EACH 10 500.00$ 5,000.00$ 10 5,000.00$ -$ -$
<br />37 2505.601 UTILITY COORDINATION LS 1 2,500.00$ 2,500.00$ 1 2,500.00$ -$ -$
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 11 2,100.00$ 23,100.00$ 11 23,100.00$ -$ -$
<br />39 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 EACH 11 2,100.00$ 23,100.00$ 11 23,100.00$ -$ -$
<br />40 2506.502 ADJUST FRAME & RING CASTING EACH 3 600.00$ 1,800.00$ 3 1,800.00$ -$ -$
<br />41 2511.507 RANDOM RIPRAP CLASS III C Y 10 80.00$ 800.00$ 10 800.00$ -$ -$
<br />42 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 4460 28.00$ 124,880.00$ 4460 124,880.00$ -$ -$
<br />43 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 200 90.00$ 18,000.00$ 200 18,000.00$ -$ -$
<br />44 2540.602 MAIL BOX EACH 27 100.00$ 2,700.00$ 27 2,700.00$ -$ -$
<br />45 2540.602 MAIL BOX SUPPORT EACH 27 150.00$ 4,050.00$ 27 4,050.00$ -$ -$
<br />46 2540.602 TEMPORARY MAIL BOX EACH 27 150.00$ 4,050.00$ 27 4,050.00$ -$ -$
<br />47 2557.602 REPAIR DOG FENCE EACH 10 500.00$ 5,000.00$ 10 5,000.00$ -$ -$
<br />48 2557.603 INSTALL FENCE L F 100 150.00$ 15,000.00$ 100 15,000.00$ -$ -$
<br />49 2563.601 TRAFFIC CONTROL LS 1 12,000.00$ 12,000.00$ 1 12,000.00$ -$ -$
<br />50 2564.602 INSTALL SIGN EACH 10 150.00$ 1,500.00$ 10 1,500.00$ -$ -$
<br />51 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 1,500.00$ 1,500.00$ 1 1,500.00$ -$ -$
<br />52 2573.502 STORM DRAIN INLET PROTECTION EACH 3 150.00$ 450.00$ 3 450.00$ -$ -$
<br />53 2573.503 SILT FENCE, TYPE MS L F 1050 4.00$ 4,200.00$ 1050 4,200.00$ -$ -$
<br />54 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1050 3.00$ 3,150.00$ 1050 3,150.00$ -$ -$
<br />55 2574.507 COMMON TOPSOIL BORROW C Y 720 38.00$ 27,360.00$ 720 27,360.00$ -$ -$
<br />56 2574.508 FERTILZIER TYPE 3 L B 160 4.00$ 640.00$ 160 640.00$ -$ -$
<br />57 2574.508 FERTILZIER TYPE 4 L B 3 4.00$ 30.00$ 3 30.00$ -$ -$
<br />58 2575.504 SODDING TYPE LAWN S Y 3960 10.00$ 11,880.00$ 3960 11,880.00$ -$ -$
<br />59 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 S Y 130 3.00$ 390.00$ 130 390.00$ -$ -$
<br />60 2575.505 SEEDING ACRE 0.03 2,000.00$ 60.00$ 0.03 60.00$ -$ -$
<br />61 2575.508 SEED MIXTURE 33-261 L B 1 25.00$ 25.00$ 1 25.00$ -$ -$
<br />62 2575.508 HYDRAULIC MULCH MATRIX L B 60 6.00$ 360.00$ 60 360.00$ -$ -$
<br />CONSTRUCTION TOTAL 1,338,893.00$ 1,338,893.00$ -$ -$
<br />CONTINGENCY TOTAL (10%) 133,889.00$ 133,889.00$ -$ -$
<br />SUBTOTAL 1,472,782.00$ 1,472,782.00$ -$ -$
<br />INDIRECT COST TOTAL (20%) 294,556.00$ 294,556.00$ -$ -$
<br />TOTAL 1,767,338.00$ 1,767,338.00$ -$ -$
<br />OPINION OF PROBABLE COST
<br />A. SURFACE IMPROVEMENTS
<br />PAVEMENT MANAGEMENT FUND TRUNK WATER FUND TRUNK SEWER FUND
<br />FUNDING SOURCE FUNDING SOURCE FUNDING SOURCE
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