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Courthouse Square
<br />Court & High Street
<br />Salem, Oregon
<br />Arbuckle Costic Architects, Inc
<br />Design Development Probable Cost Estimate
<br />(Alternates
<br />Parking Alternate 1 - Continued
<br />Concrete - Continued
<br />, placing
<br />spread footings
<br />continuous footing
<br />slab on grade
<br />columns
<br />walls
<br />beams
<br />supported slab
<br />curbs
<br />concrete topping
<br />3" @ drive lane
<br />3" It weight
<br />pumping
<br />Subtotal - Placing
<br />redi-mix concrete
<br />spread footings 3000 psi
<br />continuous footing 3000 psi
<br />slab on grade 4000 psi
<br />fibermesh - 3# / cy
<br />columns 5000 psi
<br />walls 5000 psi
<br />beams 5000 psi
<br />supported slab 5000 psi
<br />fiber mesh - 3# / cy
<br />curbs 5000 psi
<br />concrete topping
<br />3" 8 drive lane 3000 psi
<br />3" It weight 3000 psi
<br />Subtotal - Redi-Mix Concrete
<br />~ ~ ~ ~ ~^i^ ~^^ w ~ ~ ~ s ~ ~ ~
<br />--------
<br />_- - _- _ _---_ __
<br />- __ _ __ - - _
<br />Architectural Cost Consultants, LLC Estimate Date: R21-Aug-98
<br />James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 23-Ju1-98
<br />6441 SW Canyon Court, Suite 103 Print Date: 21-Aug-98
<br />Portland, Oregon 97221 Print Time: 12:04 PM
<br />Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99
<br />- - - - -
<br />- -_ _ __ _ -- - -
<br />1 Quantity Unit CosUUnit Cost Total --- -- --~
<br />- -- - - - -- Comments
<br />_ _--- - -- - -
<br />_ - _-- -_
<br />_ _ _--
<br />_ _ _ _ ___ -
<br />- _ --
<br />,- -- T_ _- _-~ - -- -- - , _ _ _ .
<br />120 cy 18.00 2,160 0 0 2,160
<br />81 cy 17.00 1, 377 0 0 1.377
<br />301 cy 16.00 4,816 0 0 4
<br />816
<br />13 cy 32.00 416 0 0 ,
<br />416
<br />93 cy 28.00 2,604 0 0 2,604
<br />cy 45.00 0 0 0 0 NIC
<br />754 cy 16.00 12,064 0 0 12
<br />064
<br />0 cy 50.00 0 0 0 ,
<br />0 NIC
<br />140 cy 30.00 4,200 0 0 4,200
<br />87 cy 30.00 2,610 0 0 2
<br />610
<br />1,589 cy 10.00 15,890
<br />--------- 0 0 ,
<br />15,890
<br />46,137 0 0 46,137
<br />120 cy 54.00 6,480 0 0 6,480
<br />81 cy 54.00 4,374 0 0 4
<br />374
<br />301 cy 58.00 17,458 0 0 ,
<br />17,458
<br />301 cy 14.00 4,214 0 0 4,214
<br />13 cy 64.00 832 0 0 832
<br />93 cy 64.00 5,952 0 0 5,952
<br />0 cy 64.00 0 0 0 0
<br />754 cy 64.00 48,256 0 0 48,256
<br />754 cy 14.00 10,556 0 0 10,556
<br />0 cy 64.00 0 0 0 0
<br />140 cy 54.00 7,560 0 0 7
<br />560
<br />87 cy 115.00 10,005
<br />-__ 0 0 ,
<br />10,005
<br />1,589 cy 115,687 0 0 115,687
<br />Alternates - Page 3
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