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Main and Gates TIF Analysis
<br />Replacement Cost Report
<br />RSMoa n& data
<br />WAMMM11111101APIA
<br />Estimate Name:
<br />Building Type:
<br />Location:
<br />Story Count:
<br />Story Height (L.F.):
<br />Floor Area (S.F.):
<br />Labor Type:
<br />Basement Included:
<br />Data Release:
<br />Cost Per Square Foot:
<br />Building Cost:
<br />Square Foot Cost Estimate Report
<br />430 Main St NW
<br />Office, 1 Story with Vinyl Clapboard / Wood Frame
<br />ELK RIVER, MN
<br />1
<br />8
<br />1096
<br />OPN
<br />Yes
<br />Year2019
<br />$256.09
<br />$280,670.39
<br />Date: 8/20/2019
<br />,a x'A
<br />Costs are derived from a building model with basic components.
<br />Scope differences and market conditions can cause costs to vary significantly.
<br />of Total Cost Per S.F.
<br />Cost
<br />Substructure
<br />A1010
<br />Standard Foundations
<br />$8.64
<br />$9,465.54
<br />A10101102700
<br />Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity
<br />$4.92
<br />$5,389.39
<br />6 KSF, 12" deep x 24" wide
<br />A10102107410
<br />Spread footings, 3000 PSI concrete, load 100K, soil bearing capacity 6
<br />$3.72
<br />$4,076.15
<br />KSF, 4' - 6" square x 15" deep
<br />A1030
<br />Slab on Grade
<br />$5.73
<br />$6,276.05
<br />A10301202240
<br />Slab on grade, 4" thick, non industrial, reinforced
<br />$5.73
<br />$6,276.05
<br />A2010
<br />Basement Excavation
<br />$3.97
<br />$4,349.61
<br />A20101104620
<br />Excavate and fill, 10,000 SF, 8' deep, sand, gravel, or common earth,
<br />$3.97
<br />$4,349.61
<br />on site storage
<br />A2020
<br />Basement Walls
<br />$30.69
<br />$33,635.58
<br />A20201107260
<br />Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF,
<br />$30.69
<br />$33,635.58
<br />12" thick
<br />B1010
<br />Floor Construction
<br />$29.15
<br />$31,947.76
<br />B10102030860
<br />Cast -in -place concrete column, 12" square, tied, 200K load, 12' story
<br />$8.40
<br />$9,203.22
<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 />$492.92
<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 />$15,624.25
<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 />$6.05
<br />$6,627.38
<br />column, 3 hour rating, 22 PLF
<br />B1020
<br />Roof Construction
<br />$7.46
<br />$8,172.21
<br />B10201027100
<br />Wood roof, truss, 4/12 slope, 24" O.C., 30' to 43' span
<br />$7.46
<br />$8,172.21
<br />B2010
<br />Exterior Walls
<br />$13.06
<br />$14,311.32
<br />B20101484850
<br />Wood siding, 2"x6" studs 16"OC, insulated wall, 8" plain vinyl siding
<br />$11.45
<br />$12,554.38
<br />B20101907600
<br />Insulation, fiberglass batts, 6" thick, R19
<br />$1.60
<br />$1,756.94
<br />B2020
<br />Exterior Windows
<br />$6.13
<br />$6,713.36
<br />Main and Gates TIF Analysis Replacement Cost Report
<br />LHB Project No. 190549 Page 1 of 3 430 Main St NW - Fomer Office
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