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Design Development Construction Cost Estimate
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Last modified
9/20/2012 7:08:30 AM
Creation date
9/6/2011 10:32:45 AM
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Building
RecordID
10335
Title
Design Development Construction Cost Estimate
Company
Architectural Cost Constultants
BLDG Date
8/21/1998
Building
Courthouse Square
BLDG Document Type
Design - Planning
Project ID
CS9601 Courthouse Square Research
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<br /> <br /> <br /> <br />OUI'thOUSe SqUa~e I <br /> <br />---- - <br />- _ -- --- <br />- -- - <br />Architectural Cost Consultan <br /> <br />-- _ __ <br /> <br />ts, LLC <br /> <br />_ _ _-__- - - <br />- - <br /> <br /> <br />_ _ _ __-- --- <br />Estimate Date. R21-Aug-9 <br />Court & High St-'eet I James A. Jerde, AIA - Stanley J. Pszczo lkowski, AIA Document Date: 23-Ju1-98 <br />8 <br /> 6441 SW Canyon Court, Suite 1 03 Print Date: 21-Aug-9 <br />Salem, Oregon Oregon 97221 <br />Portland Print Time: 12:04 PM <br />Arbuckle Costic Architects, Inc <br />Design Development Probabie Cost Estimate I <br />- -- <br />- -- , <br />Phone (503) 297-7210 Fax (503) 2 <br /> <br />- -- <br />- 97-7187 _ _ Construction Start: Spri~99 <br />- - <br /> <br /> <br /> <br />- - - <br />~Alternates ] <br /> <br />_ _ <br />- -- --- - <br />_ _ - -- <br /> <br /> <br />Quantity Unit CosUUnit Cost Total <br />_ - __ _ - ---- - - - -- <br />_ - _ __ --- -. -- _ <br />- <br /> <br /> <br /> <br />l <br /> <br /> <br />- <br />- --- <br />ommen <br />__ __ ____ <br />_ _ <br />I <br />Parking Alternate 2 - Continued <br />Concrete - Continued <br />finishing <br />set screeds <br />38,934 sf 0.20 7,787 <br />cure 38,934 sf 0.08 3,115 <br />seal 38,934 sf 0.06 2,336 <br />trowel 19,467 sf 0.60 11,680 <br />float slab 19,467 sf 0.40 7,787 <br />finish topping slabs <br />3" It weight 3,811 sf 0.45 1,715 <br />floatfootings 1,882 sf 0.40 753 <br />voids @ walls <br />l <br />& <br />i <br />k 3,631 <br />601 sf 0.55 <br />6 __ <br />ug <br />p <br />es <br />t <br />i brea _ <br />___ <br />, <br />' Subtotal 38,803 <br />Miscellaneous <br />50 50 <br />11 If 4 <br />waterstop <br />6" reinforced slab on grade . <br />, (3,811) sf 4.00 _(15,244) _ _ _ _ _ _ _ <br />Subtotal (15,195 <br />Precast Concrete <br /> <br />00 <br />0 ea 0 <br />~ <br />NIC <br />precast wheel stops . <br />-- <br />_ - -- <br />~ - <br />Subtotal <br /> <br /> <br />-- _ _ _ <br />TOTAL CONCRETE <br />I <br />--- - - - <br />_ _ _ - -- <br />__ <br />_5381,058_ -- - _ <br /> <br />1 <br />__-__ <br /> <br /> <br />- <br />- - - ---- <br />------ <br />MASONRY _ - - <br /> <br />- -- <br /> <br /> <br />__ _ _ - ---___ ___---- ---- <br />_ _. <br /> <br /> <br />-- <br /> <br /> <br />-- - <br /> <br /> <br /> <br /> <br /> <br />-- <br /> <br /> <br />_ ----- <br />Concrete Masonry Units (CMU) <br />6" partitions <br />0 sf 8.50 ------- -~ --- <br />~ - ----- - {- -- --- <br />Subtotal ~ <br />I <br /> <br /> <br />-- _ <br />___- - --- - __- <br /> <br /> <br />a~ <br />- -- - 000 <br />TOTAL - MASONRY <br />~ ---- <br />_ - - _ - - - _ _- - <br />Alternates - Page 12 <br />n^ a ~ ~ ~ ~ ~ <br />
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