HomeMy WebLinkAboutCHANGE ORDER - BID - 5952 SPRING CANYON COMMUNITY PARK (23)08/07/2006 RON 11:51 FAX 970 221 6586 CITY OF FT COLLINS CLRS
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CHANGE ORDER NO. #11
PROJECT TITLE:
SPRING CANYON COMMUNITY PARK
CONTRACTOR:
ECI
PROJECT NUMBER:
5952
PURCHASE ORDER NO.:
6602274
DESCRIPTION: change water mains & structural plate value engineering, revise rundown grade
1, Reason for change: change pipe type of water mains and switch to structural steel plate instead Of concrete box
culvert at underpass for value engineering
2. Description of Change: change water mains to PVC-DR1812601f@4.55/If, storm sewer
adjust at rundown, regrade rundown, regrade channel for 1' cover,
replace concrete box with structural steel plate, staking for rundown
revisions.
3. Change in Contract Cost: ($9,279.73) �' Vc.
4. Change in Contract Time: 0 Days
TOTAL APPROVED CHANGE ORDER
TOTAL PENDING CHANGE ORDER
TOTAL THIS CHANGE ORDER
TOTAL % OF ORIGINAL CONTRACT, THIS C.O.
TOTAL % OF ORIGINAL CONTRACT, ALL C.O.'S
ADJUSTED CONTRACT COST
(Assuming all chap
ACCEPTED BY:
Contractor's Rep
ACCEPTED BY:
Project Manager
REVIEWED BY:
Title:
APPROVED BY:
Title:
APPROVED BY:
Purchasing Agent over $30,000
cc: City Clerk Architect
Contractor Engineer
Project File Purcha6ing
0.23%
11,464,452.13
DATE: !
DATE: d(e
DATE:
DATE:
DATE:
08/07/2006 MON 11:52 FAX 970 221 6586 CITY OF FT COLLINS CLRS 10002/002
ck4,0-tl
CHANGE IN WORK REQUEST "14"
Initiation Date: 6/13/2006
Project: Spring Canyon Community Park
Owner. City of Fort Collins Parks & Recreation
To: Ted Johnson, EC1
Requested by: Russell lee
Authorized by --
Please furnish change in contract sum for the change in work described below, Do not order material or start any work until
approval is received. Every effort will be made to incorporate this change into the work without affecting the contract dame.
Description of Proposed Changes - amount
Sheet C1.2: Fire Hydrant was moved due to realignment of the foothills rundown $0.00
Sheet 1.2' Change in water mains to PVC-DR18 (1,260 LF a $4.55/1-F) $ (5,733.00)
Sheet 01.3: Storm sewer H was adjusted due to the regrading of the foothills rundown Add 3 LF @
$91.09 $273.27
Sheet C1.3: Erosion Control for the rundown was moved to correlate with the new grading of the
rundown $0.00
Sheet CIA I The profile for storm sewer H was adjusted due to the regrading of the foothills rundown
was
ap roximately lfoot due to cover constraints
Sheet C2.5: The Erosion Control for the rundown was moved to correlate with the new gradinq of the
$0.00
$1,270.00 I
$1,455.00
$0.00
$ (7,200.00)
$ 656.00
$ (9,279.73)
Ted Johnson, ECI , agrees to change the work described above for the change in price shown below. I have
attached a breakdown which lists all costs of labor, materials, taxes, overhead, profit, and all other changes and/or charges
involved. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract
Time.
The Contract Time will be Unchanged by 0 Days.
No change in Contract Sum (Initial if no change)
ADD to the Contract Sum $
DEDUCT from the Contract Sum $ (9 2179.73)
This information shall be valid for thirty (30)
CONTRACTOR'S SIGNA
APPROVED BY OWNER:
days from the date of signature below.
(1) copy a_n4A%Wrmf)F461MAL to
DATE: 7/17/2006
DATE: .,Vt. V
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