HomeMy WebLinkAboutBrown Construction for North Black Cat Trunk SewerCHANGE ORDER 4
PROJECT: North Black Cat Trunk Sewer
DATE OF ISSUANCE: 2! 12108 EFFECTIVE DATE:
OWNER: Primeland Development Co. I.I.P
CONTRACTOR: Brown Construction, Inc. ENGINEER: JUB Engineers
Page I of 2
Yon are directed to make the following changes in the Contract Ilocuments.
Attachments: Explanation of additional costs.
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original Contract Price Original Contract Times
$ 1,717,487.31 Substantial Completion: 168 Davs - Mav 1.2008
Ready for Final Payment: 2l3 Days - Junc 15.2008
days or dates
Net Changes from previous Change Orders No. I to No. 3 Net Changes from previous Change Orders Nu. I to No. 2
$ (4
978
00) 2s
,
. ~y:~
Contract Pricx prior to this Change Order Contras Times prior to this Change order
Substantial Completion: 168.5 Days - May 1.2008
$ 1,712,509.31 Ready for final Payment: _: 213.5 Days -June 15.2008
days or dates
Net Increase (decrease of this Change Order) Net Increase (decrease of this Change Orderl
$ 11
360
00 ~
,
. ~r
Contract Price with all approved Change Orders Contract Times with all approved Change Orders
Substantial Completion: Days - 170.5
$ 1,723,869.31 Ready for final payment: Davs -215.5
days or daces
RECOMMENDED BY OWNER: ACCEPTED BY C NTRACTOR:
By: ~ By: ~ Ali
Date: 2/12108 Date: ~ ~ ~ ~ - D~tt"~'''r:..
. :.;:
APPROVED BY OWNER: --•• - ~ ~ ~'~ •~~ ~~„~'~ •"
• try ~ Attest:• ~~i~7"`~~h-'~
mm de Weerd, Mayor ' ' Clerk ,~~~
`~~. ~yc to ~ ~Y3rY..r y~ T t 8~ • ~ .
Date: 3/ZwIQg Date• ~! V Date• `'~. ~''tJNT '
Approved by City Council: f'la~ Z5, ZDap
Brown Construction, Inc.
6$81 Bennett Road
Nampa, ID 83686
Phone: (208) 465-0274
Fax: (208) 465-3532
Primeland Development
3120 W. Belltower Drnre
Suite 100
Meridian, ID 83646
Attn: Glenn Fitch
PAY REQUEST #1:
ITEM: IMPORTED TRENCH BACKFILL
QTY: 740 CY
PAY REQ EST #2•
ITEM: IMPORTED TRENCH BACKFILL
QTY: 9,211 CY
CALCULATION BREAKDOWN-
LINEAR FEET OF SEWER TRENCH=1357
AVERAGE DEPTH OF SEWER TRENCH= 28.20 FT
SUBTRACT 3 FT =PIPE ZONE {PIPE AND BEDDING)
SUBTRACT 3 FT= ROAD BASE (PIT RUN SECTION, 3i" ROAD MIX, ASPHALT )
TOTAL = 22 FT AVERAGE DEPTH OF IMPORTED TRENCH BACKFILL
(22 FT x 9 FT WIDE x 1357 U=)/ 27 = 9,951 L7
TOTAL OF IMPORTED TRENCH BACKFILL•
REQUEST #1 + REQUEST #2 = 9,951 CY
740 CY + 9,211 CY = 9,951 CY