HomeMy WebLinkAbout10-08JANUARY 12, 2010 10 -08 RESOLUTION
(CARRIED 7 -0 LOST LAID OVER WITHDRAWN )
PURPOSE: APPROVAL OF CHANGE ORDER NO. 2 FOR PUBLIC WORKS
CONTRACT NO. 09 -06 WITH FISCHER -ULMAN CONSTRUCTION,
INC., FOR VARIOUS CONCRETE SIDEWALK- CONCRETE
PAVING ($73,360.74)
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:
FISCHER -ULMAN CONSTRUCTION
1115 S. THEODORE ST.
APPLETON WI 54915
Net Increase to contract: $73,360.74
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct.
No.
311-
0410- 7480 -00000 Sidewalk Construction Fund Expenditures
Acct.
No.
311-
0410- 7480 -03304 Special Assessments - Sidewalks
Acct.
No.
541
- 1867 - 6401 -08673 Water Utility - Maintenance of Mains
Acct.
No.
541
- 1867 - 6401 -08675 Water Utility - Maintenance of Services
Acct.
No.
561
- 2010 - 1799 -00000 Storm Water Utility Construction
CONTRACT: 09 -06 CHANGE ORDER # 2
CONCRETE SIDEWALK (New and Reconstruction)
1
Sidewalk removal &
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
complete asspecified
Feet
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
1
Sidewalk removal &
driveway removal,
Square
complete asspecified
Feet
95,520.00
106,019.38
10,499.38
0.33
3,464.80
2
Concrete /asphalt sawing,
Linear
complete asspecified
Feet
4,750.00
4,826.20
76.20
2.00
152.40
3
Construct 4" thick concrete
sidewalk in various
locations in the City of
Oshkosh, complete as
Square
s ecified
Feet
1 92,500.00
97,452.64
4,952.64
2.72
13,471.18
4
Construct 6" thick concrete
sidewalk in various
locations in the City of
Oshkosh, complete as
Square
specified
Feet
18,000.00
17,890.10
- 109.90
3.08
$338.49
5
Construct 7" thick
crosswalk areas, complete
Square
asspecified
Feet
5,000.00
3,006.77
- 1,993.23
3.28
$6,537.79
6
Provide and install metal
detectable warning plates,
complete as specified
Square
Feet
272.00
248.00
-24.00
28.00
$672.00
7
Three (3 ") inch asphalt
replacement, complete as
Square
specified
Feet
2,000.00
2,313.35
313.35
3.70
1,159.40
8
Curb and gutter removal,
Linear
complete asspecified
Feet
425.001
442.60
17.60
3.50
61.60
9
Construct 30" curb and
gutter, complete as
Linear
specified
Feet
425.00
442.60
17.60
16.80
295.68
10
Terrace restoration,
including seed, fertilizer,
and mulch, complete as
Square
specified
Yards
1,000.00
3,618.66
2,618.66
3.90
10,212.77
11
Furnish and install
pavement ties, complete as
specified
Each
125.00
51.00
-74.00
7.00
$518.00
12
Construct 4" thick concrete
sidewalk in Water Dept.
repair locations as approx.
60 sites, complete as
Square
specified
Feet
1 2,500.00
2,141.85
- 358.15
4.10
$1,468.42
13
Construct 6" thick concrete
sidewalk in Water Dept.
repair locations at approx.
20 sites, complete as
Square
specified
Feet
1,500.00
630.93
1 - 869.07
4.26
$3,702.24
14
7" non - reinforced concrete
pavement removal and
replacement, including
sawing, pavement ties,
integral curb & grading,
terracing & traffic control,
Square
complete asspecified
Yards
100.00
126.01
26.01
39.00
1,014.39
Page 1 of 5
CONTRACT: 09 -06 CHANGE ORDER # 2
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
DESCRIPTION
UNIT
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
15
8" non - reinforced concrete
Feet
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
3
pavement removal and
replacement, including
Square
sawing, pavement ties,
Yards
1,034.401
881.90
- 152.50
39.00
$5,947.50
integral curb & grading,
terrace & traffic control,
complete as specified
Square
Yards
1,500.00
311.37
- 1,188.63
39.00
$46,356.57
16
8" special High Early
Strength, non - reinforced
concrete pavement
removal and replacement,
including sawing,
pavement ties, integral
curb and grading, terracing
and traffic control,
Square
complete asspecified
Yards
175.00
8.00
- 167.00
46.50
$7,765.50
17
Extra crushed stone base,
complete as specified
Tons
250.00
79.20
- 170.80
14.00
$2,391.20
18
No. 4 epoxy- coated
reinforced rods, installed
Linear
asspecified
Feet
300.00
260.00
- 40.00
1.50
$60.00
19
Furnish, install, and
maintain Type "C" inlet
protection, complete as
specified
Each
15.00
0.00
-15.00
40.00
$600.00
20
Furnish, install, and
maintain Type "D" inlet
protection, complete as
specified
Each
5.00
41.00
36.00
40.001
1,440.00
21
Construct 12" wide radius
curb head, complete as
Linear
specified
Feet
175.00
113.50
-61.50
3.50
$215.25
22
Furnish, install, and
maintain erosion mat,
Square
complete asspecified
1 Yards
600.00
70.60
- 529.40
1 1.75
$926.45
23
Profile sawcut concrete
Linear
1
curb, complete as specified
Feet
60.00
37.40
-22.60
40.00
$904.00
SUB -TOTAL CONCRETE SIDEWALK (NEW & RECONSTRUCTION) 31,272.22 ($72,455.91)
CHANGES TO CHANGE ORDER #1
ADDITIONAL WORK FOR THE MILES KIMBALL REDEVELOPMENT
CONCRETE PAVING
1
Pavement removal
Square
Yards
453.30
442.80
-10.50
7.00
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
C/O #1
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
removal
Feet
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
1
Pavement removal
Square
Yards
453.30
442.80
-10.50
7.00
$73.50
2
Sidewalk & driveway
Square
removal
Feet
10,141.00
11,565.20
1,424.20
0.33
469.99
3
8" Concrete pavement with
integral curb, 6" base &
Square
g rading
Yards
1,034.401
881.90
- 152.50
39.00
$5,947.50
Page 2 of 5
CONTRACT: 09 -06 CHANGE ORDER # 2
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
DESCRIPTION
UNIT
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
4
12" Radius curb head
Linear
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
19
sum with castings
Feet
113.40
123.20
9.80
3.50
34.30
5
4" Concrete sidewalk
Square
0.00
49.10
49.10
2.00
98.20
one location
Feet
5,188.50
7,542.20
2,353.70
2.72
6,402.06
6
6" Concrete sidewalk
Square
location 5' ID
Feet
2,592.00
1,364.90
- 1,227.10
3.08
$3,779.47
7
Adjust manholes & inlets
Each
13.00
15.00
2.00
125.00
250.00
8
No. 4 reinforcing bars
Linear
5.00
5.00
385.00
16
( epoxy coated
Feet
.240.00
540.00
300.00
1.50
450.00
9
Detectable warning field
Square
17.00
6.00
-11.00
1 110.00
$1,210.00
17
Connect to ex storm
Feet
48.00
56.00
8.00
28.00
224.00
10
Terrace work
Square
5.00
5.00
1
165.00
Yards
922.40
744.60
- 177.80
3.90
$693.42
CHANGE TO ADDITIONAL ITEMS - CONCRETE PAVING - SUB - TOTALS 7,830.35 ($10,493.89)
CHANGES TO CHANGE ORDER #1
ADDITIONAL WORK FOR THE MILES KIMBALL REDEVELOPMENT
STORM SEWER
11
12" Storm sewer
Linear
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
C/O #1
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
Inlets (type 3 with 18"
Sum
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
11
12" Storm sewer
Linear
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
Feet
159.00
157.80
NET
-1.20
49.50
CONTRACT
$59.40
12
Inlets (type 3 with 18"
Sum
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
19
sum with castings
Each
8.00
8.00
1,650.00
13
Rebuild storm manhole in
Feet
0.00
49.10
49.10
2.00
98.20
one location
Each
2.50
6.86
4.36
1,375.00
5,995.00
14
Std. storm manhole in one
location 5' ID
Each
4.46
3.47
-0.99
550.00
($544.50)
15
Abandon inlets or
manholes
Each
5.00
5.00
385.00
16
Furnish, install, & maintain
type D inlet protection
Each
17.00
6.00
-11.00
1 110.00
$1,210.00
17
Connect to ex storm
1
manhole
Each
5.00
5.00
1
165.00
CHANGE TO ADDITIONAL ITEMS - STORM SEWER - SUB - TOTALS 5,995.00 ($1,813.90)
ADDITIONAL WORK FOR THE MILES KIMBALL REDEVELOPMENT - C/O #2
CONCRETE PAVING
18
Abandon two concrete
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
I
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
complete asspecified
Sum
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
18
Abandon two concrete
vaults on W. 8th Avenue,
Lump
complete asspecified
Sum
0.00
1.00
1.00
1,845.00
1,845.00
19
Concrete sawing, complete
Linear
ass ecified
Feet
0.00
49.10
49.10
2.00
98.20
Page 3 of 5
CONTRACT: 09 -06 CHANGE ORDER # 2
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
DESCRIPTION
UNIT
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
20
8" Special High Early
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
Strength non - reinforced
concrete pavement
removal & replacement,
Square
including sawing,
Yards
0.00
72.51
72.51
44.55
3,230.32
pavement ties, integral
curb and grading, terracing
and traffic control,
Square
complete as specified
Yards
0.00
40.50
40.50
46.50
1,883.25
21
Extra crushed stone base,
complete as specified
Tons
0.00
250.00
250.00
14.00
3,500.00
22
8"/7-bag non - reinforced
concrete removal and
replacement, including
sawing, pavement ties,
integral curb & grading,
terracing and traffic control,
Square
. complete asspecified
Yards
0.00
250.70
250.70
45.12
11,311.58
23
8" Concrete sidewalk,
Square
complete asspecified
Feet
0.00
56.00
56.00
4.771
267.12
ADDITIONAL ITEMS - CONCRETE PAVING - SUB - TOTALS 18,905.15 $0.00
ADDITIONAL WORK FOR THE MILES KIMBALL REDEVELOPMENT - C/O #2
QTnMeA 001AIC0
24 6 Hours to relocate inlets
on W. 9th Avenue and
Nebraska Street Each 0.00 6.00 6.00 300.00 1,800.00
ADDITIONAL ITEMS - STORM SEWER - SUB - TOTALS 1,800.00 $0.00
CONCRETE SIDEWALK (New and Reconstruction)
Ar1r11T1AAl AI ITCIIAC
7 "/7 -Bag non - reinforced
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER I
CONTRACT
CONTRACT
NUMBER
replacement, including
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
24 6 Hours to relocate inlets
on W. 9th Avenue and
Nebraska Street Each 0.00 6.00 6.00 300.00 1,800.00
ADDITIONAL ITEMS - STORM SEWER - SUB - TOTALS 1,800.00 $0.00
CONCRETE SIDEWALK (New and Reconstruction)
Ar1r11T1AAl AI ITCIIAC
25
7 "/7 -Bag non - reinforced
INCREASE IN
DECREASE IN
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
replacement, including
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
25
7 "/7 -Bag non - reinforced
concrete removal &
replacement, including
sawing, pavement ties,
integral curb & grading,
terracing & traffic control,
Square
complete as specified
Yards
0.00
72.51
72.51
44.55
3,230.32
Page 4 of 5
CONTRACT: 09 -06 CHANGE ORDER # 2
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
26
8 "/7 -bag non - reinforced
concrete removal &
replacement, including
sawing, pavement ties,
integral curb & grading,
terracing & traffic control,
Square
complete asspecified
Yards
0.00
1,146.08
1,146.08
45.12
51,711.13
27
8 "/8 -bag non - reinforced
concrete removal &
replacement, including
sawing, pavement ties,
integral curb & grading,
terracing & traffic control,
Square
complete asspecified
Yards
0.00
276.17
276.17
45.92
12,681.73
28
9 "/7 -bag non - reinforced
concrete removal &
replacement, including
sawing, pavement ties,
integral curb & grading,
terracing & traffic control,
Square
complete as specified
Yards
0.00
164.52
164.52
54.75
9,007.47
29
9 " /8-bag non - reinforced
concrete removal &
replacement, including
sawing, pavement ties,
integral curb & grading,
terracing & traffic control,
Square
complete ass ecified
Yards
0.00
92.25
92.25
59.85
5,521.16
30
8" curb, complete as
Linear
specified
Feet
0.00
63.00
63.00
5.17
325.71
31
8" sidewalk, complete as
Square
specified
Feet
0.00
1,560.00
1,560.00
4.77
7,441.20
32
Move shed at 3098
Jackson Street, complete
Lump
asspecified
Sum
0.00
1.00
1.00
80.00
80.00
33
Remove trees, brush, and
stumps at 3098 Jackson
Street, complete as
Lump
specified
Sum
0.00
1.00
1.00
875.00
875.00
34
Remove two trees at 51
Fernau Avenue, complete
Lump
asspecified
Sum
0.00
1.00
1.001
120.00
120.00
35
Remove 56 ft. of .5' curb at
2920 N. Main Street,
Linear
complete ass ecified
Feet
0.00
56.00
56.00
3.50
196.00
36
Replace 21 ft. of .5' curb at
2920 N. Main Street,
Linear
com lete asspecified
Feet
0.00
21.00
21.00
12.00
252.00
37
Grade fill under sidewalk at
miscellaneous locations,
Lump
complete ass ecified
Sum
0.00
1.00
1.00
880.00
880.00
ADDITIONAL ITEMS - CONCRETE SIDEWALK 92,321.72 $0.00
158,124.44 ($84,763.70)
NET INCREASE TO CONTRACT 09 -06: 73,360.74
Page 5 of 5