HomeMy WebLinkAboutCHANGE ORDER - BID - 5954 TIMBERLINE ROAD WIDENINGMAY-18-2006 THU 06:48 AM CFO ENG,
FAX NO. 9702216378
ME
Change Order Form
u
Engineering Department
PROJECT TITLE: Timberline Rd. Widening Project
PROJECT NUMBER: 30623270.6 (Bid #5954)
CONTRACTOR: Connell Resources, Inc. (PO #6601742)
CHANGE ORDER NUMBER: 2
Irepanng cnange oraers snow in oroar as separate numoal
1. Reason. for change. 2. Description of change.
3. Change in contract cost. 4. Change in contract time.
1 &2, See attached sheet for detail.
3. The contract cost will increase by $25,330.00
4. There will be 15 additional days added to the contract lime,
ORIGINAL CONTRACT COST
$5,277,646.27
TOTAL APPROVED CHANGE ORDERS
$31,547.00
TOTAL PENDING CHANGE ORDERS
$0,00
TOTAL THIS CHANGE ORDER
$25,330.00
TOTAL % OF THIS CHANGE ORDER
0,48%
TOTAL. C.O. % OF ORIGINAL CONTRACT
1.00%
ADJUSTED CONTRACT COST
$5,334,522.27
(Assuming all change orders approved)
ACCEPTED BY: �`�5� DATE:
(Coat or Repre e h e _
ACCEPTED. DATE: p��)
(Project Man r)
REVIEWED BY: __. _DATE:
(Engineer) J
APPROVED RY; DATE:
Department Head) -
APPROVED BY: _ DATE:
m (Purchasing Agent over $30,000)
cc: ConlractOr
PurahO".IRg
ProjCU rile
c.,..t..e__:..,. T%--a,r...e.rt - 7AI Narth Cnlleve Avenue -P.O. Box 580, Fort Collins, CO 80522-0580 • (970) 221-6605
MAY-18-2006 THU 06:49 AM CFC ENG.
FAX NO. 9702216378
P. 02
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TIMBERLINE ROAD 11NDENING PROJECT - INTERNI
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Connell Resources Inc.
Additional Pile Driving Quantities for Spring Creek Bridge
Additional Water and Sewer Work
Additional Work in Pond #11
Additional Fencing @ disk Removal Building
see attached submittal
Item
Resources Inc.Pile Driving
Resourcos Inc, Tie Area Drain Pipe together ® Bath Landscaping
Resources Inc, Installed NOW Ring and Cover on Irdi; n Manhole
Resources Inc. Meter Pit @ Bath Garden Center
Resources Inc. Fence Q Risk Removal
Resources Inc. Relocate IrtlgatIon Line @ Tree Farm _
Resources Inc. Relocate Curb Stop 0 Johnson's Water Service
Resources Inc. Concrete d Trash Removal Pond 11
Resources Inc. Hydrant Relocate
Resources Ina Lower Hydrant
Resources Inc. Additional Work Days to Contract
R4W4 FOR OHA W
Initial Pile Depths vare considered from elevation of 4885 FL Top of the abutment
elevation to be 4908.5 Ft. and lop of pier elevation to be 4896.6 Ft. Thus a
difference of 21.50 Ft. and 11.50 Ft respectively. With 18 piles each the total LF
estimated was 594 Ft @ $34.000 ie equal to $57.241LF. This price includes
mobilization on the pile machine as well as pile cuts. These costs are therefore
not included In the additional pile driving cost. Actual length of the pile driving is
012 FT. Thus a difference of 218 Ft.
Several items were addressed at Bath Landscaping the were not shown on the
approved plans and specifications.
Installed Fence at Risk Removal to protect the bUSlne5s from dust and large rocks
generated by the construction.
Unexpected concrete and trash buried in the area of Pond 11 that was dug out
and removed from the site.
Added 15 additional days to the contract for all of the extra work that was
placed upon the contractor.
.'":J'ieu cy ;h i �w« zz' I �:.• n"
Posted to Pay Estimate No. 2
nit
$ / unit
Tc
18
$
35.00
$
7
1
S
1.000.00
$
1
1
$
300.00
$
1
$
4.400.00
$
4
1
$
700.00
$
1
$
1,600.00
$
1
1
$
700.00
$
1
$
7.SDD.00
$
7
1
$
1.00D.00
$
,
1
$
100.00
$
15
Day