HomeMy WebLinkAboutCHANGE ORDER - RFP - P724 HOWES STREET OUTFALL (2)CHANGE ORDER NO CO# SPIRGCRK-C-1
PROJECT TITLE Spring Creek Improvements at Lemay
CONTRACTOR Grimm Construction Company Inc
P 0 NUMBER 9926148
CHARGE NUMBER 50451639 529290 6
DESCRIPTION
In preparing change orders show in order as separate numbered paragraphs the
following
1 Reason for change
3 Change in contract cost
2 Description of change
4 Change in contract time
1 Field condition chages and change of scope
2 Increase of muck excavation line item and addition of grinder pump sanitary service
3 Contract total has been increased by $9450 00 for muck exc increase and $6701 25 for grader pump addrtior
, for a new contract total of $244,530 45
4 Substantial Completion increased fifteen(15) days to May 24, 2001
Final Completion increased nine (9) days to May 31, 2001
(Attach additional sheets as required)
ORIGINAL CONTRACT COST $228,379 20
TOTAL APPROVED CHANGE ORDERS $0 00
TOTAL PENDING CHANGE ORDERS $0 00
TOTAL THIS CHANGE ORDER $16,151 25
TOTAL % OF ORIGINAL CONTRACT, THIS CO 7%
TOTAL % OF ORIGINAL CONTRACT, ALL CO'S 7%
ADJUSTED CONTRACT COST $244,530.45
(Assuming all change orders a r d)
ACCEPTED BY DATE 2f
(Cons bfor's eppentattve)
REVIEWED BY / In � DATE J��/ 6
(Project TV
ager)
APPROVED BY �� DATE 122 G/
(Senior Utilities Engineer)
APPROVED BY �4K 6 � DATE
(Utilities General Manager)
APPROVED BY DATE
(Purchasing Agent Over $30,000)
CC City Clerk Purchasing NOTE Signature of Contractor indicates
Contractor Project File agreement herewithin, including any adjustment
Stormwater Finance Manager in contract sum or contract time
Grimm Construction Cc, Inc
5989 West Louviers Avenue
P O Box 236
Louviers, Colorado 80131
303/791-3600
303/791-1801 FAX
May 4, 2001
Anderson Consulting Engineers, Inc.
2900 South College Avenue, Suite 313
Fort Collins, Colorado 80525
Ph. (970)-226-0120
Fax (970)-226-0121
Attn.: Brad Anderson
Chris Pauley
Mark Kempton
Ref.: Spring Creek Channel Improvements
Muck excavation beyond the contract quantity
Grimm
Construction
Attached are copies of load counts for hauling mud from the excavation of the footers for the
retaining walls The spreadsheet totals the tons delivered in rock and the total of load counts of mud
hauled off from the excavation The total muck excavation per spreadsheet and invoices Is,
cubic yards .TKJ K
Grimm Construction requests the additional quantity ot,20"cy of muck excavation be approved for
payment The total of,2315-cy at $ 45 00 per cubic yard contract price is $-9'9eO-M S L oO
wD of q,NSo,o0 + y
The existing material in th oundation area was not suitable to build the retaining wall to specs due
to saturation prior to our excavation The location and elevation next to the creek caused the
saturation We had to stabilize the area with the rock specified so that the tooter could be
constructed Please do not hesitate to contact me if you have any questions or need clarifications
Si ely,
Tim Alley
Protect Manager
cc file 932
4L
Grimm Construction Cc, Inc
5989 West Louviers Avenue
P O Box 236
Louvers, Colorado 80131
303/791-3600
303/791-1801 FAX
May 3, 2001
Anderson Consulting Engineers, Inc.
2900 South College Avenue, Suite 313
Fort Collins, Colorado 80525
Ph (970)-226-0120
Fax (970)-226-0121
Attn.: Brad Anderson
Chris Pauley
Mark Kempton
QFGrimm
Construction
Ref - Spnng Creek Channel Improvements
Change Order for Sanitary Sewer Service lift vault installation as directed
Attached is the spreadsheet outlining the totals along with the invoices for materials and
subcontracts for the construction of the sanitary sewer service vault and grinder pump The total
cost for the additional Items is $ 6,701 25 complete
As you will notice the total does not include labor, equipment or pipe and misc materials These
Items are paid for In the original Item for the 4" sanitary sewer Please do not hesitate to contact
me if you have any questions or need clarifications
SI ce ely,
Tim Alley
Project Manager
cc file 932