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<br />Courthouse Square ~ Architectural Cost Consultants, LLC
<br />COUrt $ High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA
<br />Salem, Oregon 6441 SW Canyon Court, Suite 103
<br />Arbuckle Costic Architects, ~nc Portland, Oregon 97221
<br />50°~ Contract Documents Estimate Phone (503) 297-7210 Fax (503) 297-~187
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<br />_ _ _ _ _ _ . _..___ - - _ __- -- -
<br />Parking Level One _------- ------- -
<br />Gross Area
<br />--_ _ -- ---- - --- - -_ -- .._.
<br />Parkmg_ Quant~_ Unit_
<br />SITE WORK - Continued
<br />2" sand under slab
<br />perimeter drain system
<br />6" pvc drain pipe
<br />rock
<br />filter fabric
<br />Subtotal
<br />TOTAL - SIT'E VVORK
<br />C
<br />P~
<br />1
<br />Cost/Unit
<br />ii,aia
<br />--- ----- 71.979 sf ------
<br />Estimate Date: R 03-Dec-9
<br />Document Date: 29-Oct-98
<br />Print Date: 03-Deo-98
<br />Print Time: 11:07 AM
<br />____ __Construction Start: Spring 99
<br />~~„°' ` - Comments__ -
<br /> 479 cy 25.00 11,975 11,975 @ strg rm & elevtr Ibby c
<br /> 1,373 If 7.00 9,611 9,611
<br /> 569 cy 18.00 10,251 10,251
<br /> 16,108 sf 0.35 5,638 5,638
<br />
<br />- --
<br />- $325,023
<br />----
<br />--
<br />-
<br />-
<br />- $0 $0 $325,023
<br />- -
<br />--- --
<br />--
<br />- -
<br />-
<br />-----
<br />5325,023
<br />$0
<br />$0
<br />$325,023
<br />4.52
<br />~nly
<br />~NCRETE
<br />~ured-in-place concrete strctrl drwgs do not appear
<br />orming to be coordntd w/ arch. Dtts
<br />spread footings 3,103 sf 4.85 15,050 15,050 & sizing do not appear to be
<br />continuous footing 4,119 sf 4.75 19,565 19,565 complete &/ or referenced '
<br />interiorwalls 334 sf 4.75 1,587 1,587
<br />slab on grade
<br />4" 63,548 sf 0.40 25,419 25,419
<br />6" 7,000 sf 0.50 3,500 3,500
<br />columns 3,192 sf 5.85 18,673 18,673
<br />walls
<br />basement 29,289 sf 5.35 156,696 156,696
<br />interior walls 2,596 sf 5.35 13,889 13,889
<br />beams sf 6.50 0 0 NIC
<br />supported slab
<br />8" pt slab 25,368 sf 4.50 114,156 57,078 57,078 0
<br />10" pt slab 44,34'I sf 4.65 206,186 103,093 103,093 0
<br />8" pt slab @ parking ramp 2,450 sf 4.50 11,025 11,025
<br />drop panel sf 7.25 0 0 NIC
<br />topping slab
<br />3" 3000psi @ drive lane 0 sf 0.35 0 0 w/ bldg shell or bus mall
<br />6" It weight 0 sf 0.35 0 0 w/ bldg shell or bus mall
<br />Subtotal - Forming 585,745 160,171 160,171 265,403
<br />t
<br />Parking Detail Estimate - Page 2
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