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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 />708 Main Street NW
<br />City of Elk River
<br />708 Main Street NW , 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.):5600
<br />Labor Type:OPN
<br />Basement Included:Yes
<br />Data Release:Year 2018 Quarter 2
<br />Cost Per Square Foot:$260.50
<br />Building Cost:$1,458,790.59
<br />% of Total Cost Per S.F. Cost
<br />11.19% 26.50 148,356.70
<br />A1010 Standard Foundations 7.66 42,885.99
<br />2.25 12,583.92
<br />5.41 30,302.07
<br />A1030 Slab on Grade 2.90 16,218.13
<br />2.90 16,218.13
<br />A2010 Basement Excavation 1.95 10,898.58
<br />1.95 10,898.58
<br />A2020 Basement Walls 13.99 78,354.00
<br />13.99 78,354.00
<br />38.89% 92.08 515,688.02
<br />B1010 Floor Construction 27.34 153,123.46
<br />5.99 33,520.60
<br />1.44 8,085.73
<br />1.80 10,071.73
<br />7.18 40,234.32
<br />10.93 61,211.08
<br />B1020 Roof Construction 10.08 56,457.24
<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 />Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6 KSF, 6' ‐
<br />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 site
<br />storage
<br />Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF, 12" thick
<br />B Shell
<br />Cast‐in‐place concrete column, 12" square, tied, 200K load, 12' story height,
<br />142 lbs/LF, 4000PSI
<br />Cast‐in‐place concrete column, 24", square, tied, minimum reinforcing, 700K
<br />load, 10'‐14' story height, 540 lbs/LF, 4000PSI
<br />Cast‐in‐place concrete column, 28", square, tied, minimum reinforcing, 1000K
<br />load, 10'‐14' story height, 740 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 />Flat slab, concrete, with drop panels, 12" slab/11" panel, 24" column, 35'x35'
<br />bay, 125 PSF superimposed load, 290 PSF total load
<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 X, Commercial Building
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