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Elk River TH 10 and Lowell Redevelopment TIF Analysis
<br />Replacement Cost Report
<br />Square Foot Cost Estimate Report Date:6/26/2018
<br />313 Jackson Ave NW
<br />City of Elk River
<br />313 Jackson Ave NAW , Elk River , Minnesota ,
<br />55330
<br />Building Type:
<br />Office, 2‐4 Story with Brick Veneer / Reinforced
<br />Concrete
<br />Location:ELK RIVER, MN
<br />Story Count:2
<br />Story Height (L.F.):12
<br />Floor Area (S.F.):2700
<br />Labor Type:OPN
<br />Basement Included:Yes
<br />Data Release:Year 2018 Quarter 2
<br />Cost Per Square Foot:$366.89
<br />Building Cost:$990,660.13
<br />% of Total Cost Per S.F. Cost
<br />12.37% 41.25 111,368.28
<br />A1010 Standard Foundations 12.22 32,999.15
<br />3.88 10,486.60
<br />8.34 22,512.55
<br />A1030 Slab on Grade 2.90 7,819.46
<br />2.90 7,819.46
<br />A2010 Basement Excavation 1.95 5,254.67
<br />1.95 5,254.67
<br />A2020 Basement Walls 24.18 65,295.00
<br />24.18 65,295.00
<br />53.30% 177.77 479,983.16
<br />B1010 Floor Construction 80.08 216,205.33
<br />9.22 24,903.72
<br />1.86 5,019.83
<br />1.96 5,287.07
<br />43.22 116,687.17
<br />7.18 19,398.69
<br />8.13 21,962.87
<br />Cast‐in‐place concrete column, 12", square, tied, minimum reinforcing,
<br />150K load, 10'‐14' story height, 135 lbs/LF, 4000PSI
<br />Cast‐in‐place concrete column, 16", square, tied, minimum reinforcing,
<br />300K load, 10'‐14' story height, 240 lbs/LF, 4000PSI
<br />Concrete I beam, precast, 18" x 36", 790 PLF, 25' span, 6.44 KLF
<br />superimposed load
<br />Flat slab, concrete, with drop panels, 6" slab/2.5" panel, 12" column,
<br />15'x15' bay, 75 PSF superimposed load, 153 PSF total load
<br />Precast concrete double T beam, 2" topping, 24" deep x 8' wide, 50' span,
<br />30 PSF superimposed load, 120 PSF total load
<br />Cast‐in‐place concrete column, 12" square, tied, 200K load, 12' story
<br />height, 142 lbs/LF, 4000PSI
<br />Estimate Name:
<br />Costs are derived from a building model with basic components.
<br />Scope differences and market conditions can cause costs to vary significantly.
<br />A Substructure
<br />Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 6
<br />KSF, 12" deep x 24" wide
<br />Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6
<br />KSF, 6' ‐ 0" square x 20" deep
<br />Slab on grade, 4" thick, non industrial, reinforced
<br />Excavate and fill, 10,000 SF, 8' deep, sand, gravel, or common earth, on
<br />site storage
<br />Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF, 12"
<br />thick
<br />B Shell
<br />Elk River TH 10 and Lowell Redevelopment TIF Analysis
<br />LHB Project No. 180477 Page 1 of 4
<br />Replacement Cost Report
<br />Parcel V, Olde Main Eatery
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