HomeMy WebLinkAboutChange Order No. 5 with Brown Construction for Additional Backfill Material North Black Cat Trunk SewerCHANGE ORDER 5
PROJECT: North Black Cat Trunk Sewer
DATE OF ISSUANCE: 2/29/08 EFFECTIVE DATE:
OWNER: Primeland Development Co. LLP
CONTRACTOR: Brown Construction, Inc. ENGINEER: JUB Engineers
Page I of 2
You are directed to make the following changes in the Contract Documents.
•
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: 213 Davs -June I5, 2008
days or dates
Net Changes from previous Change Orders No. 1 to No. 4 Net Changes from previous Change Orders No. I to No. 2
$ 6
382
00 2.s
,
. Day.
Contract Price prior to this Change Order Contract Times prior to this Change order
Substantial Completion: 168.5 Days - Mav 1.2008
$ 1,723,869.31 Ready for Final Payment: _: 213.5 Davs -June 15.2008
days or dates
Net Increase (decrease of this Change Order) Net Increase (decrease of this Change Order)
$ 13
952
00 2
,
. days
Contract Price with all approved Change Orders Contract Times with all approved Change Orders
Substantial Completion: Davs - 174,5
$ 1,737,$21.31 Ready for final payment: Days - 219.5
days or dates
RECOMMENDED BY OWNER:
Y~
~~
Date: 2/29/08
APPROVED BY OWNER:
ACCEPTED BY CONTRACTOR:
By:
Date: - ~ ~' ~_ _ - C ' '~ ~
Tammy de Weerd, Mayor
Date:
Date:
Attest:
., City Clerk
~.,.~~ H~I~.
Date:
Approved by City Council:
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PRIMELAND DEVELOPMENT
3120 W. BELLTOWF.R DR.
SUITE I00
MERIDIAN, IDAHO 83646
6881 Bennett Rd. -Nampa, ID 83686
one
4 -
2.___
Invoice
DATE INVOICE NO.
v26nals u8-s74
TERMS PROJECT
301 -NORTH BLACK CAT TRK SEWER
ITEM OTY DESCRIPTION RATE AMOUNT
I 1,030 DEWATERING 5.25 5,407.50
6,976 IMPORTED TRENCH BACKFILL 2.00 13,952.00
60 TYPE "P-1"SURFACE RESTORATION (FULL 97.On s,sz0.a~
WIDTH ASPHALT ROADWAY)
1 1,997 TYPE "P-3" SURFACE RESTORATION (ASPHALT 40.00 79,880.00
HALF-STREET WIDTH W/GRAVEL. SHOULDER)
I 90 ASPHALT APPROACHRF,PAIR 11.76 1,05$.40
I 120 BORE # I 410.68 49,28 f .6U
700 GRAVil'Y SEWER'PIPE - 24" PVC - 28' DEPTH 131.75 92,225.00
I 280 GRAVITY SEWER PIPE - 21"PVC - 24" 28' DEPTH 11 I.50 31,220.00
I SO GRAVITY SEWER PIPE -21"PVC, - 28' DEPTH 122.50 6,125.00
I 1 SANITARY SEWER lV1AT'HOLE - 72" TYPE B, - 28' 8.535.00 8,535.00
DEPTH
I 3 IRRIGATION CROSSING 2,100.00 6,300.00
TOacat l $299,804.50
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Brown Construction, tlnc.
6881 Bennett Roar!
Nampa, ID 83686
Phone: (ZO$} 465,0274
Fax; {208) 4G5-3532
Pcimeland Dcwelopment
3120 W. Selltower Drive
Suite 100
Meridian, ~Q 83b46
Attn: Glenn FItd1
PAY REQUEST #3•
I'C'EM: IMPORTED'TRENCH BACKF1Ll
4TY: 6,976 CY
CALCULATIQN BREAKD 1NNc
LINEAR FEETQFSfWfR7RfNCHc 103Q
AVERAGE DEPTH OF SEWER TRENCH= 28.8&iT
SU6TRACT 3 FT=PIPE ZONE (PIPE AND BEDDING)
SUDTRACT 3 fT= ROAD BASE (PR RUN SECTION, ~4" ROAD M1X, A$PHAIT }
TQTAt = 22.86 FT AVERAGE DEPTH pF IMPORTED TRENCH BACKFILL
(Z2•$6 FT x S FT WIDE x 1030 LF~/. 27 = 6,976 Clr
TpTAL QF IMPORTED TRENCH BACKFILL•
PAY REQUEST p3= 6,976 GY
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