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Main and Gates TIF Analysis
<br />Replacement Cost Report
<br />RSM Mans darn
<br />hole BORGLi111iM'
<br />Square Foot Cost Estimate Report Date:
<br />5/12/2020
<br />Estimate Name:
<br />406 Main Street NW
<br />Building Type:
<br />Office, 1 Story with Vinyl Clapboard / Wood Frame
<br />Location:
<br />ELK RIVER, MN
<br />Story Count:
<br />14 vas'`
<br />i;'• ;
<br />Story Height (L.F.):
<br />10
<br />n-.
<br />Floor Area (S.F.):
<br />2400
<br />Labor Type:
<br />OPIN
<br />-3
<br />Basement Included:
<br />Yes
<br />Data Release:
<br />Year 2019 Costs are derived from a building model with
<br />basic components.
<br />Cost Per Square Foot:
<br />$259.21 Scope differences and market
<br />conditions can
<br />cause costs to vary
<br />significantly.
<br />Building Cost:
<br />$622,110.38
<br />of Total Cost Per S.F.
<br />Cost
<br />Substructure
<br />�
<br />=
<br />A1010
<br />Standard Foundations
<br />$7.78
<br />$18,669.63
<br />A10101102700
<br />Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing
<br />$3.93
<br />$9,431.43
<br />capacity 6 KSF, 12" deep x 24" wide
<br />A10102107410
<br />Spread footings, 3000 PSI concrete, load 100K, soil bearing capacity 6
<br />$3.85
<br />$9,238.20
<br />KSF, 4' - 6" square x 15" deep
<br />A1030
<br />Slab on Grade
<br />$5.73
<br />$13,743.17
<br />A10301202240
<br />Slab on grade, 4" thick, non industrial, reinforced
<br />$5.73
<br />$13,743.17
<br />A2010
<br />Basement Excavation
<br />$3.97
<br />$9,524.69
<br />A20101104620
<br />Excavate and fill, 10,000 SF, 8' deep, sand, gravel, or common earth,
<br />$3.97
<br />$9,524.69
<br />on site storage
<br />A2020
<br />Basement Walls
<br />$24.53
<br />$58,862.27
<br />A20201107260
<br />Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF,
<br />$24.53
<br />$58,862.27
<br />12" thick
<br />B1010
<br />Floor Construction
<br />$28.23
<br />$67,749.18
<br />B10102030860
<br />Cast -in -place concrete column, 12" square, tied, 200K load, 12' story
<br />$8.69
<br />$20,858.21
<br />height, 142 Ibs/LF, 4000PSI
<br />B10102103450
<br />Wood column, 8" x 8", 20' x 20' bay, 10' unsupported height, 133
<br />$0.45
<br />$1,079.38
<br />BF/MSF, 160 PSF total allowable load
<br />B10102221720
<br />Flat slab, concrete, with drop panels, 6" slab/2.5" panel, 12" column,
<br />$14.26
<br />$34,213.68
<br />15'x15' bay, 75 PSF superimposed load, 153 PSF total load
<br />B10107203700
<br />Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel
<br />$4.83
<br />$11,597.91
<br />column, 3 hour rating, 22 PLF
<br />B1020
<br />Roof Construction
<br />$7.46
<br />$17,895.36
<br />B10201027100
<br />Wood roof, truss, 4/12 slope, 24" O.C., 30' to 43' span
<br />$7.46
<br />$17,895.36
<br />B2010
<br />Exterior Walls
<br />$13.05
<br />$31,310.03
<br />B20101484850
<br />Wood siding, 2"x6" studs 16"OC, insulated wall, 8" plain vinyl siding
<br />$11.44
<br />$27,462.71
<br />Main and Gates TIF Analysis
<br />Replacement Cost Report
<br />LHB Project No. 190549.01
<br />Page 1 of 3 406 Main St NW
<br />— Commercial Building
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