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- 99 FRI 10~51 ARBUCKLE COSTIC ARCH INC FRX N0, 5035813655 P`02/06
<br />JUL-23
<br />CHANGE ORDER
<br />PROJ~CT: Courthouse Square CHANG~ ORDER NUMBER: 5
<br />(name, address) 555 Court Street IVE
<br /> Salem, Oregon 97301 1NITIATION DATE: July 22, 1999
<br /> ARCHI7ECT'S PROJECT NO.: 9828
<br />TO: Pence/Kelly Construction. Inc. C~NTRACT FOR: General Construction
<br />{e«,v~,eeor~ 2747 Penee Loop SE, P,O. Box 4109
<br /> Salem, Oregon 97302-8109 CONTRACT DATE: February 17, 1999
<br />~~-.
<br />You are directed to make the following changes in this Conttact:
<br />1. Provide excavation, re»~oval and disposaf of three tanks Ih the northwest corner of the site
<br /> .
<br />Include bracing of traffic signal poles, all as per C.O.R. # 3.
<br />Add $
<br />14,135.00
<br />2, Provide rework of forms, relocating stored rebar and dewatering related to over excavation
<br /> work under C,O.R. # 20, as per C,O.R. # 7. Add $ 6,966.00
<br />3. Cost sharing for Courkhouse Square Partnering Session, as per C.O,R. # 8, Add $ 1,876.00
<br />4. Provide cavity wall insufation at exterior masonry walls of rooms 1209, 1219 and 1239,
<br /> as per C.O.R. # 10 Add $ 1,394.Od
<br />5. Delete Sump pump at Elevator# 1 per R,F,I. # 158 and C,O.R. # 13. Deduct $ (7p0.00) !'
<br />6, Value Engineering Proposal # 1, Delete Low "E" coating on #3 surtace of Bus Mall
<br /> Glass Canopy System as per C.O.R. # 18. Deduct $ (18,723.00)
<br />7. Value Engineering Proposal # 2, Replace 1600 Amp bus duct with conduit and wire for
<br /> feed to the roof top equipment swltchboard, per C.O.R. # 18. Deduct $ (1,744.00)
<br />8. Provide couplers at top of parking level columns for future north pad development
<br /> p~r C.O.R. # 22. Add $ 5,193.00
<br />9. Delete Post tensioning Tendon locators per C.O. R. # 23. Deduct $ {440.00)
<br />10, F2evise column ties after fabrication per R.F.I. # 224, as per C.O.R. 26. Add $ 993.00
<br />91. Provide column Tail revisions per R.F,I. #f 41 and C,O.R. # 27. Add S 538.00
<br />12. Revise columns per R.F.I.s # 119 and 120, as per C,O.R, 29. Add $ 9,534.00
<br />13. Provide added rebar at isofation joints per R.F.I. # 37, as per C.O.R. 30. Add $ 2,775.00
<br />14. Delete Link seal and ESP-1 per Proposa! Request # 7, per C,O.R. # 33. Deduct $ 1,081.00
<br />15, F2evise columns to go to roof fevel at grids O/'! 1& 0/12 per R. F, I. # 34,
<br /> as per C.O. R. # 35. Add $ 6, 074.00
<br />16. Revise oolumn type at grid J-10a per R.F,I # 59 and C.O,R. # 36. Deduct $ (2,547.00)
<br />t i. Provr~e reinforcing at slab on grade beneath columns per R.F,l. # 157,
<br /> as per C.O. R, # 38. Add $ 790.00
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