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--- --- - -
<br />_ --- - _ _ _ --- ------ - - --- -- - ~
<br />_ _ _--_ __
<br />~Courthouse Square Architectural Cost Consultants, LLC Estimate Date: R 03-Dec-9
<br />Court & High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 29-Oct-98 I
<br />Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Date: 03-Dec-98 I
<br />Arbuckle Costic Architects, inc Portland, Oregon 97221 Print Time: 11:07 AM
<br />SO~o Contract Documents Estimate Phone (503) 297-7210 Fax (503) 297-7187 __ ____ __ _ Construction Start: Spring 99
<br />_------- - - _ ._----
<br />__ ..__ __. _---- -- -
<br />_ _ . _ . _
<br />Parking Level One _ - 71,979---- - _-_--__--
<br />Gross Area 71,979 sf
<br />_ --- ---- _ - - -- -- -- - --- - _- ~ - - _ -
<br />____ _ _- --
<br />- -- - - - - omments
<br />Parking --- - --- --- - - - -- Quant~ Unit CosWnit Cost Total ~E ,. ; ~k . °. ~.
<br />----- --- -------
<br />__ _ _
<br />-- - --_ __ _ 1
<br />CONCRETE - Continued
<br />reinforcing steel
<br />spread footings
<br />continuous footing
<br />slab on grade
<br />4"
<br />6"
<br />columns
<br />wails
<br />basement
<br />interior walls
<br />beams
<br />post tension
<br />r/s
<br />supported slab
<br />post tension (unbonded)
<br />r/s
<br />parking ramp
<br />post tension (unbonded)
<br />Ns
<br />mesh ~ concrete topping slab
<br />3" 3000psi @ drive lane
<br />6" It weight
<br />Subtotal - Reinforcing Steel
<br />placing
<br />spread footings
<br />continuous footing
<br />interior walis
<br />slab on grade
<br />4"
<br />6"
<br />~ columns
<br />14,450 Ibs 0.46 6,647
<br />49,085 Ibs 0.46 22,579
<br />0 Ibs 0.50 0
<br />7,000 Ibs 0.50 3,500
<br />17,126 ibs 0.64 10,960
<br />77,700 Ibs 0.48 37,296
<br />2,025 Ibs 0.48 972
<br /> ibs 3.50 0
<br /> Ibs 0.55 0
<br />103,518 Ibs 1.90 196,684
<br />137,066 Ibs 0.48 65,792
<br />3,675 Ibs 1.90 6,983
<br />4,900 ibs 0.48 2,352
<br />0 sf 0.55 0
<br />0 sf 0.55 0
<br />223 cy 18.00 4,014
<br />415 cy 17.00 7,055
<br />14 cy 17.00 238
<br />823 cy 16.00 13,168
<br />136 cy 16.00 2,176
<br />31 cy 38.00 1,178
<br />98,342 I 98,342
<br />32,896 32,896
<br />7651 131.2381 131
<br />6,647
<br />22,579
<br />0 NIC - per struct dtl. (fiberme
<br />3,500
<br />10,960
<br />37,296
<br />972
<br />NIC
<br />0
<br />0
<br />0
<br />0
<br />6,983
<br />2,352
<br />0 w/ bldg shell or bus mall
<br />0 w/ bldg shell or bus mall
<br />91,289
<br />4,014
<br />7,055
<br />238
<br />13,168
<br />2,176
<br />1,178
<br />Parking Detail Estimate - Page 3
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