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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 />323 Jackson Avenue NW
<br />City of Elk River
<br />323 Jackson Avenue NW , Elk River , Minnesota ,
<br />55330
<br />Building Type:
<br />Store, Retail with Brick Veneer / Reinforced
<br />Concrete
<br />Location:ELK RIVER, MN
<br />Story Count:1
<br />Story Height (L.F.):14
<br />Floor Area (S.F.):3600
<br />Labor Type:OPN
<br />Basement Included:Yes
<br />Data Release:Year 2018 Quarter 2
<br />Cost Per Square Foot:$221.58
<br />Building Cost:$802,589.13
<br />% of Total Cost Per S.F. Cost
<br />18.22% 36.91 132,918.71
<br />A1010 Standard Foundations 6.92 24,923.97
<br />3.26 11,744.99
<br />3.66 13,178.98
<br />A1030 Slab on Grade 5.79 20,851.88
<br />5.79 20,851.88
<br />A2010 Basement Excavation 3.89 14,012.46
<br />3.89 14,012.46
<br />A2020 Basement Walls 20.31 73,130.40
<br />20.31 73,130.40
<br />48.13% 97.55 351,194.33
<br />B1010 Floor Construction 27.73 99,829.05
<br />8.31 29,920.73
<br />5.05 18,178.49
<br />14.37 51,729.84
<br />B1020 Roof Construction 16.22 58,388.94
<br />16.22 58,388.94
<br />B2010 Exterior Walls 38.24 137,646.92
<br />38.24 137,646.92
<br />Cast‐in‐place concrete column, 12", square, tied, minimum reinforcing,
<br />150K load, 10'‐14' story height, 135 lbs/LF, 4000PSI
<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 />Roof, concrete, beam and slab, 25'x25' bay, 40 PSF superimposed load,
<br />20" deep beam, 9" slab, 152 PSF total load
<br />Brick wall, composite double wythe, standard face/CMU back‐up, 8" thick,
<br />perlite core fill, 3" XPS
<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 100K, soil bearing capacity 6 KSF,
<br />4' ‐ 6" square x 15" 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 3
<br />Replacement Cost Report
<br />Parcel T, Drug Store
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