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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 />724 Main Street NW
<br />City of Elk River
<br />724 Main Street NW , Elk River , Minnesota ,
<br />55330
<br />Building Type:
<br />Store with Stucco & Concrete Block / Bearing
<br />Walls
<br />Location:ELK RIVER, MN
<br />Story Count:1
<br />Story Height (L.F.):12
<br />Floor Area (S.F.):3400
<br />Labor Type:OPN
<br />Basement Included:Yes
<br />Data Release:Year 2018 Quarter 2
<br />Cost Per Square Foot:$177.03
<br />Building Cost:$601,920.39
<br />% of Total Cost Per S.F. Cost
<br />25.33% 40.77 138,629.95
<br />A1010 Standard Foundations 8.04 27,348.51
<br />3.70 12,583.92
<br />4.34 14,764.59
<br />A1030 Slab on Grade 5.79 19,693.45
<br />5.79 19,693.45
<br />A2010 Basement Excavation 3.89 13,233.99
<br />3.89 13,233.99
<br />A2020 Basement Walls 23.05 78,354.00
<br />23.05 78,354.00
<br />42.81% 68.90 234,260.48
<br />B1010 Floor Construction 24.23 82,376.56
<br />9.86 33,520.60
<br />14.37 48,855.96
<br />B1020 Roof Construction 8.37 28,445.25
<br />7.82 26,593.20
<br />0.54 1,852.05
<br />B2010 Exterior Walls 13.83 47,021.13
<br />13.83 47,021.13
<br />B2020 Exterior Windows 11.24 38,214.86
<br />Spread footings, 3000 PSI concrete, load 100K, soil bearing capacity 6 KSF, 4' ‐
<br />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 site
<br />storage
<br />Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF, 12"
<br />thick
<br />B Shell
<br />Cast‐in‐place concrete column, 12" square, tied, 200K load, 12' story height,
<br />142 lbs/LF, 4000PSI
<br />Flat slab, concrete, with drop panels, 6" slab/2.5" panel, 12" column, 15'x15'
<br />bay, 75 PSF superimposed load, 153 PSF total load
<br />Roof, steel joists, beams, 1.5" 22 ga metal deck, on columns and bearing wall,
<br />30'x30' bay, 28" deep, 40 PSF superimposed load, 62 PSF total load
<br />Roof, steel joists, beams, 1.5" 22 ga metal deck, on columns and bearing wall,
<br />30'x30' bay, 28" deep, 40 PSF superimposed load, 62 PSF total load, add for
<br />Cement stucco, 5/8" thick, 2 coats on regular CMU, 8" x 8"x 16"
<br />Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 6 KSF,
<br />12" deep x 24" wide
<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 />Elk River TH 10 and Lowell Redevelopment TIF Analysis
<br />LHB Project No. 180477 Page 1 of 3
<br />Replacement Cost Report
<br />Parcel O, Elk River Meat Market
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