Laserfiche WebLink
Courthouse Square <br />Court & High Street <br />Salem, Oregon <br />IArbuckle Costic Architects, Inc <br />~Design Development Probable Cost Estimate <br />Parking Levei One <br />Gross Area <br />I <br />Parkin~ _ <br />CONCRETE - Continued <br />Placing - Continued <br />beams <br />i supported slab <br />~ parking ramp <br />curbs <br />~ concrete topping <br />3" @ drive lane <br />3" It weight <br />, 3" @ building plaza <br />, pumping <br />~ Subtotal - Placing <br />redi-mix concrete <br />, spread footings 3000 psi <br />continuous footing 3000 psi <br />ramp wall 3000 psi <br />~ slab on grade 4000 psi <br />~ fibermesh - 3# / cy <br />columns <br />' 5000 psi <br />walls <br />li basement 5000 psi <br />I ramp wall 5000 psi <br />i beams 5000 psi <br />supported slab 5000 psi <br />parking ramp 5000 psi <br />fiber mesh - 3# / cy <br />' curbs 5000 psi <br />; concrete topping <br />3" @ drive lane 3000 psi <br />! 3" It weight 3000 psi <br />3" @ building plaza 3000 psi <br />; Subtotal - Redi-Mix Concrete <br />_ __ _- - -- --- -_ __ _ _ - - ___ _ _____ <br />I Architectural Cost Consultants, LLC Estimate Date: R21-Aug-98 <br />II 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: 11:20 AM <br />Phone_(503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99 <br />--___ _ <br />_ - -- <br />_ _ _ __--___ __ <br />- -- <br />70,793 -- <br />-- -- <br />__ 70~793 sf _ _ - _ <br />_ __ _ _ - - . <br />~~.. . .,, ... ,.. , <br />Quantity Unit CosUUnit Cost Total Comments <br />cy 45.00 0 0 NIC <br />2,083 cy 16.00 33,328 16,664 16,664 0 <br />73 cy 16.00 1,168 1,168 <br />0 cy 50.00 0 0 NIC <br />140 cy 30.00 4,200 4,200 <br />240 cy 30.00 7,200 7,200 <br />78 cy 30.00 2,340 2,34p <br />4,482 cy 10.00 44,820 <br />_ _ ----- - -- - - 10,415 10,415 23,990 <br />128,987 27,079 27,079 74,829 <br />175 cy 54.00 9,450 9,450 <br />329 cy 54.00 17,766 ~7,76g <br />8 <br />I cy 54.00 432 432 <br />917 cy 58.00 53,186 53,186 <br />917 cy 14.00 12,838 12,838 <br />i 22 cy 64.00 1,408 1,408 <br />393 cy 64.00 25,152 25,152 <br />i 24 cy 64.00 1,536 1,536 <br />0 cy 64.00 0 p <br />i 2,083 cy 64.00 133,312 66,656 66,656 0 <br />73 cy 64.00 4,672 4,672 <br />~ 2,156 cy 14.00 30,184 14,581 14,581 1,022 <br />i 0 cy 64.00 0 p <br />~ 140 cy 54.00 7,560 7,560 <br />~, 240 cy 115.00 27,600 27,600 <br />; 78 cy 54.00 4,212 <br />-- - --- 4,212 <br />' 4,482 cy 329,308 81,237 81,237 166,834 <br />Parking Detail Estimate - Page 4 <br />~ ~ ~ ~ ~ <br />