Laserfiche WebLink
~ ~ ~ <br />.~ <br />Courthouse Square <br />Architectural Cost Consultants, LLC - <br />Estimate Date: R18-Aug-98 <br />Court & High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 23-Ju1-98 <br />Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Date: 18-Aug-98 <br />Arbudcle Costic Architects, Inc Portland, Oregon 97221 Print Time: 05:44 PM <br />Desi n Develo ment Probable Cost Estimate Phone 503 297-7210 Fax (503) 297-7187 Construction Start: Spring 99 <br /> <br />Ground Level 23,249 <br />Second Floor 32,088 <br />rn~ro Fioor D RA F T s2,oas <br />32,088 <br />h Fl <br />oor <br />Fourt <br />Fifth Floor 32,012 <br />Penthouse 1,818 <br />Total Gross Area 153,343 sf <br />Buildin Shell 8~ Core Quanti Unit CosUUnit Cost Total Comments _ <br /> <br />DEMOLITION <br /> <br />demolition sf $0.00 $0 NIC - w/ parking & strtscape <br />hazardous material removal sum 0.00 0 ' NIC - By Others (if required) <br />Subtotal $0 SO ' ~o So $o $o <br /> <br />TOTAL - DEMOLITION $0 ' ~0 SO ' 30 $0 $0 0.00 <br /> <br />SITE WORK <br /> <br /> verify slab section. topping <br />Site <br />waterproof inembrane top of slab 7,063 sf 2.75 19,423 19,a23 slab to allow for slope to <br />concrete pavement drains w/ finish slab or <br />3" It weight concrete topping slab 7,063 sf 3.00 21,189 2~,~ss, pavers on top of topping <br />3" exposed aggregate 3,052 sf 2.75 8,393 s,3s3' slab <br />3" colored concrete 578 sf 2.90 1,676 ~,s~s <br />5" broom finished 865 sf 2.55 2,206 2;2os <br />brick & tile pavers <br />8" x 8" tile pavers 1,522 sf 8.00 12,176 ~2.~~6 <br />4" x 8" brick paver trim @ above 796 If 12.00 9,552 9,552 <br />premium pavers @ highlite circles 174 sf 15.00 2,610 2,s~a <br />brick pavertrim @ above (circular) 76 If 20.00 1,520 1,520 <br />Subtotal 78,745 0 0 0 0 78,745 <br />Building related earthwork <br />elevator pit excavation 1 sum 1,000.00 1,000 1,000 <br />structural excavation ~ <br />continuous footing 0 cy 25.00 0 0 <br />spread footings 1,746 cy 25.00 43,650 <br />~... ,: _ <br />. a3,s5o <br />structural backfill ~ <br />continuous footing 0 cy 18.00 0 ~ <br />spread footings 873 cy 18.00 15,714 15.7~a <br />miscellaneous underslab t& b 1 sum 2,500.00 2,500 2,500 <br />Subtotal $62,864 ', ~4 ' ~0 ; ~0 3o as2,864 <br /> <br />TnTAL - SITE WORK a141,609 ~0 $0 a0 $0 $441,609 0.92 <br />Building Shell & Core Detail Estimate - Page 1 <br />