|
Courthouse Square
<br />Court & High Street
<br />Salem, Oregon
<br />Arbuckle Costic Architects, Inc
<br />50% Contract Documents Estimate _
<br />- - - -------
<br />r-_
<br />Ground Level
<br />Second Floor
<br />ThiM Floor
<br />Fourth Floor
<br />Fifth Floor
<br />Penthouse
<br />Total Gross Aroa
<br />Building Sheil 8_Core _ _ _ _ ___
<br />CONCRETE - Continued
<br />reinforcing steel
<br />spread footings
<br />mat footing
<br />continuous footing
<br />slab on grade
<br />columns
<br />parking level
<br />building
<br />shear walls above parking level
<br />parking level
<br />elevator pit
<br />beams
<br />post tension
<br />r/s
<br />supported slab '
<br />post tension (unbonded)
<br />r/s
<br />Subtotal - Reinforcing Steel
<br />placing
<br />spread footings
<br />mat footing
<br />continuous footing
<br />slab on grade
<br />columns
<br />parking level
<br />building
<br />shear walls above parking level
<br />parking level
<br />elevator pit
<br />~ beams
<br />--- - -- - - - . _
<br />_ _ _ -- - - - . - ----
<br />Architectural Cost Consultants, LLC
<br />James A. JeMe, AIA - Stanley J. Pszczoikowski, AIA
<br />6441 SW Canyon Court, Suite 103
<br />Portiand, Oregon 97221
<br />Phone (503) 297-7210 Fax 503) 297-7187 ____ _
<br />--- - - _ --- --- -- -
<br />23,249
<br />31,537
<br />32,088
<br />32,088
<br />32,012
<br />7.618
<br />Unit _ CosWnit _ Cost
<br />Estimate Date: R 03-Dec-9
<br />Document Date: 29-Oct-y8
<br />Print Date: 03-Dec-98
<br />Print Time: 11:07 AM
<br />Construction Start: Spring_99
<br />Comments
<br />32,730 Ibs 0.46 15,056 15,056
<br />259,980 Ibs 0.46 119,591
<br />o ~~9,591
<br />see parking estimate
<br />ibs 0.46 0
<br />0 o see parking estimate
<br />Ibs 0.50
<br />27,227 Ibs 0.64 17,425 ~7,425
<br />72,308 Ibs 0.64 46,277 46,277
<br />111,399 Ibs 0.51 56,813 56,s~3
<br />16,491 Ibs 0.51 8,411 a,2o5 a,2o5 0
<br />449 Ibs 0.51 1,759
<br />3 ~ ~759
<br />, NIC
<br />Ibs 3.50 0 ~
<br />Ibs 0.55 0 ~
<br />192,855 Ibs 2.15 414,638 a~a,638
<br />998 Ibs 0.58 125,279
<br />215 ~25,2~9
<br />,
<br />805,248 4,205 4,205 0 0 796,838
<br />457 cy 18.00 8,226 8,226
<br />1,354 cy 12.00 16,248
<br />o 16.2as
<br />see parking estimate
<br />cy 17.00 0
<br />00 0
<br />16 o see parking estimate
<br />.
<br />cy 0
<br />45 cy 32.00 1,440 ~ ~~~
<br />141 cy 32.00 4,512 a,512
<br />780 cy 28.00 21,840 21,8a0
<br />122 cy 28.00 3,416 a,7o8 ~,708 0
<br />24 cy 35.00 840 ~~
<br />o
<br />NIC
<br />cy 45.00 0
<br />Total
<br />Building Shell & Core Detail Estimate - Page 3
<br />
|