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Elk River TH 10 and Lowell Redevelopment TIF Analysis
<br />Replacement Cost Report
<br />Square Foot Cost Estimate Report Date:6/27/2018
<br />309 Jackson Ave NW
<br />City of Elk River
<br />309 Jackson Ave NW , Elk River , Minnesota ,
<br />55330
<br />Building Type:
<br />Office, 2‐4 Story with Stone Veneer / Wood
<br />Frame
<br />Location:ELK RIVER, MN
<br />Story Count:2
<br />Story Height (L.F.):12
<br />Floor Area (S.F.):3900
<br />Labor Type:OPN
<br />Basement Included:Yes
<br />Data Release:Year 2018 Quarter 2
<br />Cost Per Square Foot:$265.45
<br />Building Cost:$1,035,299.91
<br />% of Total Cost Per S.F. Cost
<br />12.93% 31.20 121,675.89
<br />A1010 Standard Foundations 8.94 34,884.24
<br />2.80 10,906.06
<br />6.15 23,978.18
<br />A1030 Slab on Grade 2.90 11,294.77
<br />2.90 11,294.77
<br />A2010 Basement Excavation 1.95 7,590.08
<br />1.95 7,590.08
<br />A2020 Basement Walls 17.41 67,906.80
<br />17.41 67,906.80
<br />43.43% 104.80 408,718.07
<br />B1010 Floor Construction 30.14 117,547.51
<br />6.80 26,525.02
<br />0.23 888.25
<br />0.23 888.25
<br />7.18 28,020.33
<br />7.28 28,386.37
<br />8.42 32,839.29
<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 />Wood column, 8" x 8", 20' x 20' bay, 10' unsupported height, 133 BF/MSF, 160
<br />PSF total allowable load
<br />Wood column, 8" x 8", 20' x 20' bay, 10' unsupported height, 133 BF/MSF, 160
<br />PSF total allowable load
<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 />Wood beam and joist floor, 12"x16" girder, 8"x16" beam, 2x10 joists @ 16",
<br />20'x20' bay, 75 PSF LL, 102 PSF total load
<br />Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel column, 3
<br />hour rating, 22 PLF
<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 />** Area entered is outside the range recommended by RSMeans.
<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 W, Antique Store
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