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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 />707 US Hwy 10 NW
<br />City of Elk River
<br />707 US Hwy 10 NW , Elk River , Minnesota ,
<br />55330
<br />Building Type:
<br />Office 1 Story with Brick Veneer / Reinforced
<br />Concrete
<br />Location:ELK RIVER, MN
<br />Story Count:1
<br />Story Height (L.F.):10
<br />Floor Area (S.F.):1700
<br />Labor Type:OPN
<br />Basement Included:Yes
<br />Data Release:Year 2018 Quarter 2
<br />Cost Per Square Foot:$313.84
<br />Building Cost:$533,531.46
<br />% of Total Cost Per S.F. Cost
<br />17.24% 49.90 84,824.79
<br />A1010 Standard Foundations 9.49 16,125.07
<br />4.93 8,389.28
<br />4.55 7,735.79
<br />A1030 Slab on Grade 5.79 9,846.72
<br />5.79 9,846.72
<br />A2010 Basement Excavation 3.89 6,617.00
<br />3.89 6,617.00
<br />A2020 Basement Walls 30.73 52,236.00
<br />30.73 52,236.00
<br />47.94% 134.67 228,947.63
<br />B1010 Floor Construction 74.29 126,297.42
<br />10.33 17,562.84
<br />6.30 10,708.98
<br />26.30 44,702.69
<br />14.37 24,427.98
<br />17.00 28,894.93
<br />B2010 Exterior Walls 38.88 66,096.96
<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 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 />Cast‐in‐place concrete column, 12", square, tied, minimum reinforcing,
<br />150K load, 10'‐14' story height, 135 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 />75 PSF superimposed load, 165 PSF total load
<br />Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 6
<br />KSF, 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 4
<br />Replacement Cost Report
<br />Parcel H, Multi-Tennant Building
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