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IP 20-02A, Amended 2020 Pavement Overlay Improvements
<br />Engineer's Estimate
<br />2" Mill & Overlay
<br />easittess Park 95 (1.2 miles)
<br />Project Pavement Area 25,773 square yards
<br />ITEM MNDOT COST
<br />DESCRIPTION UNIT ESTIMATED UNIT COST
<br />No. No. QUANTITY EXTENSION
<br />1 2021,5[]1 MOBILIZATION (5%) L5 1 3 19.164,29 5 19,164,29
<br />2 7231.004 BITUMINOUS PATCH SY 1,289 $ 20.00 $ 25,774,00
<br />4 2232.501 MILL BITUMINOUS PAVEMENT SY 25,773 $ 1.50 $ 38,659.511
<br />5 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,804 5 3.00 5 5,412.30
<br />5 2320,541 TYPE SP 9.$ WEARING COURSE MIXTURE ISPWFA3400 (2,0") TON 2,835 5 90.00 5 2.95,150,00
<br />7 2505.502 RESET CATCH BASIN / MANHOLE CASTING EA 22 $ 1,000.00 $ 22,000.00
<br />REMOVE & REPLACE CONCRETE CURB & GUTTER DESIGN
<br />B 2531 501 SURMOUNTABLE LT 585 $ 50.10 $ 29,250.0[1
<br />9 2531.604 REMOVE & REPLACE 7" CONCRETE VALLEY GUTTER SY 63 $ 80.00 $ 5,040.00
<br />10 2553,0111 TRAFFIC CONTROL LS 1 $ 2,000,00 $ 2,090.00
<br />NonAssessabfe Construction Cost $ 25,774,00
<br />Street Construction Cast 5 1.54,575.09
<br />storm Sewer Construction Cost 5 :22,000.00
<br />Business Pork 95 Overlay Program Construction Cost 5 402,450.09
<br />109K Contingency Cost 5 40,245.51
<br />Business Park 95 Overlay Project Cost {L4% Indirect Cost) $ 504,672.41
<br />Total Project A€se. me.nts (25% of Acsesstible Cost) S 118,087.95
<br />StarmWater Utility Fond 5 20,691.00
<br />Rood Reconstrwwtion / Overjoy Fund $ 355 893.46
<br />Full -Depth Reclamation (FOR)
<br />easiness Perk 95 (1.2 mites)
<br />Project Pavement Area 25,773 square yards
<br />ITEM MN DOT COST
<br />DESCRIPTION UNIT ESTIMATED UNfrCOST
<br />No. No. QUANTITY EXTENSION
<br />1 2021.591 MOBILIZATION (536) 1.5 1 $ 32,000.00 $ 32,000,00
<br />2 2215.501 BITUMINOUS PAVEMENT RECLAMATION (PULL DEPTH) SY 25,775 $ 1.25 $ 32,716.25
<br />3 2331.607 HAUL AND DISPOSE BIT PAVEMENT RECLAMATION [LV( CY 3,580 $ 15.00 $ 51,694. DD
<br />4 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,804 $ 3.00 $ 5,412.30
<br />5 2150.502 TYPE5P 12.5 NON -WEARING COURSE MIXTURE (5PNW633OC} [2_D"} TON 2,855 $ B5.00 $ 240,975.LLD
<br />G .2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA34OC} (2.0"} TON 2,835 $ 90.00 $ 255,151100
<br />7 2506,602 RESET CATCH BASIN / MANHOLE CASTING EA 22 $ I,0p0.00 $ 22,a0p,{tt}
<br />8 2531,591 REMOVE & REPLACE CONCRETE CURB & GUTTER DESIGN LF 585 $ 50.00 $ 29,250.00
<br />SURMOUNTABLE
<br />9 2531,504 REMOVE & REPLACE 7" CONCRETE VALLEY GUTTER SY 53 $ 80.00 5 5,041140
<br />10 2563,5111 TRAFFIC CONTROL L5 1 $ 3.000.09 $ 3,000.00
<br />S treet Canstruciion Cost $ 656,737.55
<br />Storm Sewer Construction Cost $ 22,000.00
<br />8usioes5 Park 95 Overlay Pmgrom Cns.structintr Cost $ 678,737.55
<br />10% Contingency Cost 5 67,873.76
<br />Business Park 95 Overlay Project Cast (23% Indirect Cost) $ 918,331.91
<br />Total Project Assessments (25% of Assl55able Cost) $ 229,582,98
<br />S tormwuterUtility Fund $ 22,324.50
<br />Rood Reconslrurtion/OvertoyFond 5 456,424.43
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