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- -- - _ ---- --- ---- -- - -- - - - - -- --- - - -- - - <br />-- -- _ -._ <br />Courthouse Square Architectural Cost Consultants, LLC Estimate Date: R 03-Dec-9 <br />Court 8~ High Street Jamea A. Jerde, AIA - Stanley J. Pazczolkowski, AtA Document Date: 29-Oct-98 <br />Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Date: 03-Deo-98 ' <br />Arbuckle Costic Architects, Inc Portland, Oregon 97221 Print Time: 11:07 A~' <br />50°~ Contract Documents Estimate ___ _ ____ Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99 <br />-- -- - -- - -- - - --- _ _ - - - - -- - <br />-- - - <br />--- -- <br />Altemates ~uantity Unit CostNnit Cost Total = ommen s <br />- - --- - --- - -- --- - __ _ _ . . --- --- _ <br />- - - _ ---- <br />--- ---- -_.. <br />-- _ - -.. <br />I t 2 -- <br /> 2 Parking A terna e <br /> <br />- - ------- - -_ _--- <br />-- - - <br />---- --- - _ -- ---- -- - -- ---- --- <br />- - <br /> <br /> <br />- - <br />- --- <br /> <br /> <br />--- <br /> SITE WORK <br /> Storm Drainage System <br /> area drain 1 ea <br /> piping <br /> underslab - 4" 32 If <br /> Building related earthwork <br /> temp. shoring @ perimeter sf <br /> parking area 19,467 sf <br /> mass excavation 5,290 cy <br /> bank cut (89) ~Y <br /> fill under slab ~ ~Y <br /> backfill against foundation (140) cy <br /> bus malt area @ sog sf <br /> cut 0 ~Y <br /> fill ~ ~Y <br /> haul & dispose excess material off site 5,061 cy <br /> dewatering 1 sum <br /> structural (foundation) excavation <br /> spread footings 173 cy <br /> continuous footing 43 cy <br /> structural (foundation) backfill <br /> spread footings 104 cy <br />, continuous footing 27 ~Y <br /> haul & dispose excess material off site 85 cy <br /> level 8~ grade 18,693 sf <br /> 4" gravel under slab 242 cy <br /> vapor barrier 0 sf <br /> 2" sand under slab 121 cy <br /> perimeter drain system <br /> 6" pvc drain pipe (52) If <br /> rock (22) ~Y <br /> filter fabric (610) sf <br /> Subtotal <br />--- <br /> . - - - --- _ _ - -_ <br />~ TOTAL SITE WORK _ <br /> <br /> <br />650.00 650 0 0 650 <br /> verify sizes <br />22.00 704 0 0 704 <br /> 0 0 0 <br />0.00 0 0 0 0 NIC - assume not rE <br />5.00 26,450 0 0 26,450 <br />5.00 (445) 0 0 (445 <br />7.00 0 0 0 0 w/ on site material <br />7.00 (980) 0 0 (980 w/ on site material <br />5.00 0 0 0 0 <br />7.00 0 0 0 0 w/ on site material <br />6.00 30,366 0 0 30,366 <br />5,000.00 5,000 0 0 5,000 <br />15.00 2,588 0 0 2,588 <br />15.00 648 0 0 648 <br />18.00 1,863 0 0 1,863 <br />18.00 490 0 0 490 <br />6.00 510 0 0 510 <br />0.10 1,869 0 0 1,869 <br />13.00 3,146 0 0 3,146 w/ parking <br />0.15 0 0 0 0 NIC <br />25.00 3,025 0 0 3,025 <br />7.00 (364) 0 0 (364 <br />18.00 (396) 0 0 (396 <br />0.35 ~213) 0 0 213 <br />$74,910 $0 $0 $74,910 <br />-- -- --- - --- - <br />$74,910 <br />SO <br />SO <br />574,910 <br />_ _ 3.85 _ <br />quired <br />Altemates - Page 9 <br />