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Courthouse Square Costs (Notebook)
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Courthouse Square Costs (Notebook)
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Last modified
9/20/2012 7:06:45 AM
Creation date
9/6/2011 10:49:40 AM
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Building
RecordID
10323
Title
Courthouse Square Costs (Notebook)
Company
Architectural Cost Consultants
BLDG Date
8/1/1998
Building
Courthouse Square
BLDG Document Type
Design - Planning
Project ID
CS9601 Courthouse Square Research
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~ <br />~ <br />Courthouse Square Architectural Cost Consultants, LLC Estimate Date: R18-Aug-98 <br />COUR & High St~eet James A. Jercle, AIA - Stanley J. Pszczolkowski, AIA Document Date: 23-Ju1-98 <br />Salem, Oregon 644 1 SW Canyon Court, Suite 103 Print Date: 18-Aug-98 <br />Abudcle Costic Archflects, Inc Portland, Oreg on 97221 Print Time: 05:44 PM <br />~esign Devebpment Probable Cost Estimate Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99 <br /> <br />Altemates Quanti Unit CosWnit Cost Total Comments <br /> <br />Parking Altemate 2 - Continued <br />CONCRETE - Continued <br />reinforcing steel <br />spread footings 9,156 Ibs 0.46 4,212 <br />continuous footing 350 Ibs 0.46 161 <br />slab on grade 0 Ibs 0.50 0 <br />columns 6,605 Ibs 0.60 3,963 <br />walls 800 Ibs 0.48 384 <br />beams NIC <br />post tension Ibs 3.50 0 <br />r/s Ibs 0.55 0 <br />supported slab <br />post tension (unbonded) 25,620 Ibs 1.90 48,678 <br />r/s 40,950 Ibs 0.48 19,656 <br />~~S Ibs 0.55 0 NIC <br />mesh @ concrete topping slab <br />3" It weight 4,192 sf 0.55 2,306 <br />Subtotal - Reinforcing Steel 79,35 <br />placing <br />spread footings 134 cy 18.00 2,412 <br />I continuous footing 4 cy 17.00 68 <br />slab on rade <br />9 252 cy 16.00 4,032 <br />columns 13 cy 32.00 416 <br />walls 4 cy 28.00 112 <br />beams cy 45.00 0 NIC <br />supported slab 631 cy 16.00 10,096 <br />curbs 0 cy 50.00 0 NIC <br />concrete topping <br />3"Itweight 37 cy 30.00 1,110 <br />pumping 1,075 cy 10.00 10,750 <br />Subtotal - Placing 28,9 <br />redi-mix concrete <br />spread footings 3000 psi 134 cy' S5.00 7,370 <br />continuous footing 3000 psi 4 cy 55.00 220 <br />slab on grade 4000 psi 252 cy 59.00 14,868 <br />fibermesh - 3# / cy 252 cy 14.00 3,528 <br />columns 5000 psi 13 cy 65.00 845 <br />walls 5000 psi 4 cy 65.00 260 <br />beams 5000 psi 0 cy 65.00 0 <br />supported slab 5000 psi 631 cy 65.00 41,015 <br />fiber mesh - 3# / cy 631 cy 14.00 8,834 <br />curbs 5000 psi 0 cy 65.00 0 <br />concrete topping <br />3" It weight 3000 psi 37 cy 115.00 4,255 <br />Subtotal - Redi-Mix Concrete 1,075 cy 81,19 <br />Altemates - Page 8 <br />
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