HomeMy WebLinkAbout09-444NOVEMBER 24, 2009 09 -444 RESOLUTION
(CARRIED 7 -0 LOST LAID OVER WITHDRAWN )
PURPOSE: APPROVAL OF CHANGE ORDER NO. 1 FOR PUBLIC WORKS
CONTRACT NO. 09 -13 WITH BUTEYN- PETERSON
CONSTRUCTION CO. FOR TIPLER STORM WATER
IMPROVEMENTS ( +$16,005.30)
INITIATED BY: DEPARTMENT OF PUBLIC WORKS
BE IT RESOLVED by the Common Council of the City of Oshkosh that the following
Change Order, a copy of which is attached, is hereby approved:
BUTEYN- PETERSON CONSTRUCTION CO.
N7337 DAIRYLAND DR
SHEBOYGAN, WI 54083
Net Increase to contract: $16,005.30
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No. 561 - 2010 - 1799 -00000 -- Storm Water Utility Construction
Work In Progress
( 0
OfHKOIH
ON THE WATER
MEMORANDUM
TO: Honorable Mayor and Members of the Common Council
FROM: Steven M. Gohde, Assistant Director of Public Works
DATE: November 19, 2009
RE: Change Order #1 for Public Works Contract No. 09 -13/ Buteyn- Peterson Construction
Co./ Tipler Storm Water Improvements ( +$16,005.30)
BACKGROUND
Change Order #1 for Contract 09 -13 is scheduled for consideration by the Common Council at the
November 24, 2009 meeting. The contract was originally awarded to Buteyn- Peterson Construction Co.
in September of 2009. This change order is for installing high early strength concrete adjacent to the
school to allow for better access and replacing a storm sewer line.
ANALYSIS
During the construction the School District became concerned with access to the School with half of the
concrete pavement removed. Due to the time of year and school schedule there was not adequate time
for standard concrete to cure and maintain access to the school drop off areas. It was decided to use
high early strength concrete to maintain better access. The additional cost of the high early strength
concrete is $1,106.10.
A storm sewer line was discovered during the construction that was in conflict with the detention basin.
The storm line was rerouted to connect to the system outside of the basin limits. The total cost to reroute
the storm sewer line is $14,899.20.
FISCAL IMPACT
The total increase in cost is $16,005.30. Adequate funding is available in the Storm Water Section of the
Capital Improvement Program.
RECOMMENDATIONS
I recommend approval of the Change Order #1 to Contact No. 09 -13 in the amount of $16,005.30 to
Buteyn- Peterson Construction Co.
Respectfully Submitted, Approved:
Steven M. Gohde
Asst. Director of Public Works City Manager
I:\Engineering109 -13 Tipter Detention Basin\Project_ Information \Correspondence\Memo\CO # 1 exp.doc
4
TO: Buteyn- Peterson Construction Co
N7337 Dairyland Drive
Sheboygan, WI 54083
CHANGE ORDER # 1
DATED: November 13, 2009
Your present contract with the City of Oshkosh, Contract No. 09 -13 , is hereby amended
and changed as follows:
NET INCREASE TO: SECTION I - PAVING
NET INCREASE TO: SECTION II - STORM SEWER
NET INCREASE TO CONTRACT:
M
Recommended:
Director of Public Works
$1,106.10
$14,899.20
$16,005.30
CITY OF OSHKOSH
City Manager
City Clerk
I certify that provision has been made to pay the liability that will accrue to the City of
Oshkosh, Wisconsin, under the within Change Order.
Comptroller
Approved, as to form:
City Attorney
SECTION I - PAVING
CONTRACT: 09 -13 CHANGE ORDER # 1
103
7 -IN non - reinforced concrete
INCREASEIN
DECREASE IN
F TEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COSTPER
CONTRACT
CONTRACT
MBER
curb and grading, pavement
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
103
7 -IN non - reinforced concrete
INCREASEIN
DECREASEIN
ITEM
pavement, including integral
UNIT
CONTRACT
I INSTALLED
NET
NET
COSTPER
CONTRACT
CONTRACT
I
NUMBER
curb and grading, pavement
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
ties, base in place, complete
Square
as specified
Yards
400
0.00
- 400.00
$58.80
$23,520.00
SECTION 1- (BID ITEM 103) - SUB - TOTALS
ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION I
$0.00 ($23,520.00)
112
7 -IN non - reinforced concrete
INCREASEIN
DECREASEIN
ITEM
DESCRIPTION
UNIT
CONTRACT
I INSTALLED
NET
NET
COSTPER
CONTRACT
CONTRACT
I
NUMBER
curb and grading, pavement
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
112
7 -IN non - reinforced concrete
pavement, including integral
curb and grading, pavement
ties, base in place, using
High Early Contrete (7 -bag),
this item replaces Bid Item
103, complete as specified
Square
Yards
390.00
390.00
$61.43
1 $23,957.70
113
7 -1N non - reinforced concrete
pavement, including integral
curb and grading, pavement
ties, base in place, using
Super High Early Contrete
(9 -bag), this item replaces Bid
Item 103, complete as
Square
specified
Yards
10.00
10.00
$66.84
$668.40
ADDITIONAL WORK: C.O. # 1 - (ITEMS 112 -113) - SUB -TOTAL
NET INCREASE TO: SECTION I
$24,626.10 $0.00
$1,106.10
Page 1 of 2
SECTION II - STORM SEWER
200.
Temporary Construction
NET DECREASE TO SECTIONS 1,11
($23,520.00)
NET INCREASE TO CONTRACT:
$16,005.30
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
specified
Feet
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
200.
Temporary Construction
NET DECREASE TO SECTIONS 1,11
($23,520.00)
NET INCREASE TO CONTRACT:
$16,005.30
INCREASEIN
DECREASE IN
ITEM
Fence, complete as
Linear
CONTRACT
INSTALLED
NET
NET
COST PER I
CONTRACT
CONTRACT
NUMBER
specified
Feet
1,700
1,900.00
200.00
DECREASE
$1.31
$262.00
PRICE
225.
Furnish, install, maintain,
and remove Inlet Sediment
Control Protection, Type D,
complete as specified
Each
6
20.00
14.00
1 $85.001
$1,190.00
SECTION II - (BID ITEMS 200 & 225) - SUB - TOTALS $1,452.00 $0.00
ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION 11
2:]specified Furnish and install 15 inch
PVC, complete as Linear
I Foot 312.00 1 312.00 $43.10 $13,447.20
CONTRACT: 09 -13 CHANGE ORDER # 1
$39,525.30
NET DECREASE TO SECTIONS 1,11
($23,520.00)
NET INCREASE TO CONTRACT:
$16,005.30
INCREASEIN
DECREASE IN
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER I
CONTRACT
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
. UNIT
PRICE
PRICE
2:]specified Furnish and install 15 inch
PVC, complete as Linear
I Foot 312.00 1 312.00 $43.10 $13,447.20
CONTRACT: 09 -13 CHANGE ORDER # 1
ADDITIONAL WORK: C.O. # 1 - (ITEMS 242) - SUB -TOTAL $13,447.20 $0.00
NET INCREASE TO: SECTION 11 $14,899.20
NET INCREASE TO. SECTIONS I, II
$39,525.30
NET DECREASE TO SECTIONS 1,11
($23,520.00)
NET INCREASE TO CONTRACT:
$16,005.30
N C CREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
CONTRACT
I INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT . 1
I
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
ADDITIONAL WORK: C.O. # 1 - (ITEMS 242) - SUB -TOTAL $13,447.20 $0.00
NET INCREASE TO: SECTION 11 $14,899.20
NET INCREASE TO. SECTIONS I, II
$39,525.30
NET DECREASE TO SECTIONS 1,11
($23,520.00)
NET INCREASE TO CONTRACT:
$16,005.30
Page 2 of 2