HomeMy WebLinkAbout06. 12-431
SEPTEMBER 11, 2012 12-431 RESOLUTION
(CARRIED__6-0_____ LOST _______ LAID OVER _______ WITHDRAWN _______)
PURPOSE: APPROVAL OF CHANGE ORDER NO. 3 FOR PUBLIC WORKS
CONTRACT 11-04 WITH LALONDE CONTRACTORS, INC. FOR
VARIOUS CONCRETE PAVING & UTILITY PROJECTS – CENTRAL
CITY AREA (-$153,040.24)
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:
LALONDE CONTRACTORS, INC.
P.O. Box 070420
Milwaukee, WI 53207
Net Decrease to contract: $153,040.24
PURPOSE: See attached Change Order.
OJHKOJH
ON THE WATER
MEMORANDUM
TO: Honorable Mayor and Members of the Common Council
FROM: Steven M. Gohde, Assistant Director of Public Works
DATE: September 6, 2012
RE: Approval of Change Order #3 for Public Works Contract No. 11-04 with La Londe Contractors,
Inc. for Various Concrete Paving and Utility Projects—Central City Area (-$153,040.24)
BACKGROUND
Change Order#3 for Contract 11-04 is scheduled for consideration by the Common Council at the September
11, 2012 meeting. The contract was originally awarded to LaLonde Contractors Inc. in March of 2011. This
change order is for additional work required to complete the project and for final quantities.
ANALYSIS
Following is a summary of the significant changes to each section of the CIP:
• Paving —Additional sidewalk was removed and 6" thick sidewalk installed along the UW-O property, at
their request. This additional work will be assessed. Concrete quantities were reduced due to Osceola
Street not being fully paved and the pedestrian mall being made asphalt. Asphalt quantity increased to
pave pedestrian mall.
• Storm Sewer— Conflicts with UW-O duct package prevented large storm sewer installation on Osceola
Street.
• Sanitary Sewer—Installed quantities on several items were less than estimated.
• Water Main —Additional costs and materials to install water on Elmwood Avenue to avoid conflicts with
AT&T ducts, UW-O ducts, and steam tunnels.
FISCAL IMPACT
Contract Section Change Order Amount New Contract Total CIP Budget Amount
Concrete Paving $904.21 $1,454,420.82 $2,031,233
Storm Sewer -$144,868.59 $2,094,992.75 $2,644,000
Sanitary Sewer -$34,638.03 $1,188,577.31 $1,595,300
Water Main $25,562.17 $1,116,770.01 $1,131,800
Total -$153,040.24 $5,854,760.89 $7,402,333
Adequate funds are available in the related sections of the 2011 Capital Improvement Budget.
RECOMMENDATIONS
I recommend approval of the Change Order#3 to Contact No. 11-04 in the amount of-$153,040.24 to La Londe
Contractors, Inc.
Approved:
(( "--Fed-471
Mark A. Rohloff
City Manager
SMG/tlt
1:1Engineering111-04 Concrete Paving and Utilities Northeast\Project_Information\Correspondence\Memo 111-04 CO#3_9-6-12.docx
CONTRACT: 11-04 CHANGE ORDER#3
CHANGE ORDER# 3*
DATED: 8/22/12
TO: LaLonde Contractors Inc
P 0 Box 070420
Milwaukee, WI 53207
Your present contract with the City of Oshkosh, Contract No. 11-04 , is hereby amended
and changed as follows:
NET DECREASE TO: SECTION I -CONCRETE PAVING ($4,871.79)
NET DECREASE TO: SECTION II -STORM SEWER ($144,868.59)
NET DECREASE TO: SECTION III -SANITARY SEWER ($34,638.03)
NET INCREASE TO: SECTION IV-WATER MAIN $25,562.17
NET DECREASE TO CREDIT-ALTERNATE B: $5,776.00
NET DECREASE TO CONTRACT: ($153,040.24)
*NOTE: This change order only reflects final changes in quantity, but does not reflect
any liquidated damages, penalties, or other deductions that may be assessed against
this Contract, which may limit disbursements by the City of Oshkosh.
CITY OF OSHKOSH
BY:
Recommended: City Manager
Director of Public Works City Clerk
Approved and accepted:
Contractor
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
CONTRACT: 11-04 CHANGE ORDER#3
SECTION I-CONCRETE PAVING
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
100 Pavement removal, Square
complete as specified Yards 20,975 19,847.90 -1,127.10 $2.15 ($2,423.27) _
101 Sidewalk and driveway
removal,complete as Square
specified Feet 49,400 70,083.70 20,683.70 $0.48 $9,928.18 _
102 Excavation,complete as Cubic
specified Yards 10,650 9,300.60 -1,349.40 $9.48 ($12,792.31) _
103 7"Non-reinforced concrete
pavement, including
integral curb,5"base
material and grading,
complete as specified Square
Yards 2,010 1,991.30 -18.70 $24.95 ($466.57) _
104 8"Concrete pavement,
including integral curb and
6"base material and
grading,complete as Square
specified Yards 22,485 19,603.80 -2,881.20 $26.71 ($76,956.85) _
105 8"Concrete pavement,
HES,including integral
curb and 6"base material
and grading,complete as Square
specified Yards 1,210 961.30 -248.70 $38.51 ($9,577.44) _
106 8"Doweled concrete
pavement, including
integral curb and 6"base
material and grading, Square
complete as specified Yards 210 129.60 -80.40 $41.64 ($3,347.86) _
107 12"Wide radius curb head,
complete as specified Linear
Feet 960 1,056.10 96.10 $6.68 $641.95 _
108 Standard 24"and 30"curb
&gutter,7"(tie-in), Linear
complete as specified Feet 1,200 1,604.40 404.40 $18.80 $7,602.72 _
109 Sidewalk curb, complete Linear
as specified Feet 170 74.00 -96.00 $19.00 ($1,824.00) _
110 4"Concrete sidewalk, Square
complete as specified •Feet 26,625 15,868.20 -10,756.80 $3.05 ($32,808.24)_
111 6"Concrete sidewalk&
driveway, complete as Square
specified Feet 22,985 48,319.10 25,334.10 $3.45 $87,402.65 _
112 3W Asphaltic concrete
driveway,complete as Square
specified Yard 70 536.10 466.10 $55.20 $25,728.72
113 3'/"Asphaltic concrete
pavement,with base, Square
complete as specified Yard 2,305 2,067.80 -237.20 $24.75 ($5,870.70)
114 3'/2"Asphaltic concrete
transition,with base, Square
complete as specified Yard 1,350 1,519.70 169.70 $22.25 $3,775.83 _
115 Furnish and install crushed
stone base course,
complete as specified
Tons 3,850 22.20 -3,827.80 $8.50 ($32,536.30)_
116 Sawing,complete as Linear
specified Feet 3,125 3,022.00 -103.00 $1.31 ($134.93) _
Page 1 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
117 Furnish and install
pavement ties(epoxy
coated),complete as
specified Each 375 350.00 -25.00 $10.00 ($250.00)
118 Adjust manholes and
inlets,complete as
specified Each 207 214.00 7.00 $320.00 $2,240.00
119 Furnish and install No.4
reinforcing bars(epoxy
coated),complete as Linear
specified Feet 800 1,212.00 412.00 $1.25 $515.00
120 Remove trees and stumps,
complete as specified inc,
Diameter 45 114.00 69.00 $26.70 $1,842.30
121 Furnish and install trees,
complete as specified Each 1 3.00 2.00 $250.00 $500.00
122 Provide and install metal
detectable warning plates,
complete as specified Square
Feet 672 632.00 -40.00 $28.00 ($1,120.00)
123 Terrace work on Algoma
Boulevard, complete as Lump
specified Sum 1 1.00 $3,975.00
124 Terrace work on Church
Avenue, complete as Lump
specified Sum 1 1.00 $8,550.00
125 Terrace work on Elmwood
Avenue(Algoma to Irving),
complete as specified Lump
Sum 1 1.00 $5,375.00
126 Terrace work on Elmwood
Avenue(Irving to Vine), Lump
complete as specified Sum 1 1.00 $24,000.00
127 Terrace work on John
Street,complete as Lump
specified Sum 1 1.00 $7,100.00
128 Terrace work on Osceola
Avenue(Fox River to Pearl
Avenue),complete as Lump
specified Sum 1 1.00 $4,375.00
129 Terrace work on Osceola
Avenue(Pearl Avenue to
Algoma Boulevard), Lump
complete as specified Sum 1 1.00 $9,600.00
130 Terrace work on Packer
Avenue, complete as Lump
specified Sum 1 1.00 $11,400.00
131 Excavation,Special,
complete as specified Tons 600 4,137.94 3,537.94 $10.15 $35,910.09
132 Load and Haul
contaminated material,
complete as specified Tons 150 5.34 -144.66 $6.00 ($867.96)
133 8"Concrete pavement
handwork, including
integral curb and 6"base
material and grading,
Elmwood Avenue cul-de-
sac alternate,complete as Square
specified Yards 685 678.20 -6.80 $37.39 ($254.25)
Page 2 of 21
CONTRACT: 11-04 CHANGE ORDER#3
^
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
134 3 W Asphaltic concrete
path,with base,Elmwood
Avenue cul-de-sac
alternate,complete as Square
specified Yards 1,025 797.40 -227.60 $22.25 ($5,064.10)
135 Preparation of foundation
for asphalt paving for
Elmwood Avenue cul-de-
sac alternate,complete as Lump
specified Sum 1 1.00 $6,000.00
136 Terrace work on Elmwood
Avenue cul-de-sac
alternate,complete as Lump
specified Sum 1 1.00 $8,300.00
137 8"Concrete sidewalk&
driveway, complete as Square
specified Feet 2925 1,115.80 -1,809.20 $3.75 ($6,784.50) _
138 Concrete speed hump with
curb&gutter,complete as Lump
specified Sum 4 4.00 $2,100.00
139 2"Asphaltic concrete
transition with base and
asphaltic curb,complete Square
as specified Yards 400 621.70 221.70 $23.50 $5,209.95
SECTION I-(BID ITEMS 100-139)-SUB-TOTALS $181,297.39 ($193,079.28)
ADDITIONAL WORK REQUIRED: C.O.#3-SECTION I
ITEM CONTRACT INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER
DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
10000 Additional labor,materials,
and equipment to furnish
and install cold mix patch
in the Pearl&Osceola
intersection,due to the
delay in storm sewer
construction, per Invoice
(004)dated 4/27/11,
complete as specified Lump
Sum 1.00 1.00 $2,104.56
10001 Additional price increase to
do hand work paving on
Osceola Street due to
change of width from UW-
O Fiber duct package in
conflict, per Invoice(030)
dated 7/11/11, complete as Square
specified Yards 1,215.00 1,215.00 $8.00
10002 Additional Days added to
the completion date due to
extra work and delays Days 21.00 21.00 $0.00
—
Page 3 of 21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
10003 Additional equipment,
labor,and materials to re-
grade the subgrade due to
adjustment in grade,per
Invoice(048),for work
performed on 8/16/11, Lump
complete as specified Sum 1.00 1.00 $260.50
10004 Additional equipment,
labor,and materials to
place temporary asphalt in
sidewalk areas, per Invoice
(057),for work performed
on 6/29/11,complete as Lump
specified Sum 0.00 1.00 1.00 $5,949.00 $5,949.00
10005 Additionalequipment,
labor,and materials to
remove an unknown buried
concrete footing in City
Hall parking lot entrance,
per Invoice(059),for work
performed on 11/7&
11/16/2011,complete as Lump
specified Sum 0.00 1.00 1.00 $961.10 $961.10
ADDITIONAL WORK: C.O.#3-(ITEMS 10000-10005)-SUB-TOTAL $6,910.10 $0.00
NET DECREASE TO: SECTION I ($4,871.79)
SECTION II-STORM SEWER
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
2014 Utility Line Opening,
complete as specified Each 2 25.00 23.00 $306.00 $7,038.00
2036 Furnish and Install 12"
Storm Sewer,complete as Linear
specified Feet 2185 2,250.00 65.00 $40.80 $2,652.00
2038 Furnish and Install 12"
RCP Class III Storm
Sewer,complete as Linear
specified Feet 40 ` 31.50 -8.50 $48.96 ($416.16)
2042 Furnish and Install 15"
Storm Sewer, complete as Linear
specified Feet 930 889.50 _ -40.50 $45.90 ($1,858.95)
2048 Furnish and Install 18"
Storm Sewer,complete as Linear
specified Feet 840 833.80 -6.20 $48.96 ($303.55)
2060 Furnish and Install 24"
Storm Sewer, complete as Linear
specified Feet 880 785.40 - -94.60 $62.22 ($5,886.01)
2066 Furnish and Install 27"
Storm Sewer, complete as Linear
specified Feet 165 152.90 ^ -12.10 $93.84 ($1,135.46)
2072 Furnish and Install 30"
Storm Sewer,complete as Linear
specified Feet 420 420.00 _ $95.88
2078 Furnish and Install 36"
Storm Sewer,complete as Linear
specified Feet 605 594.50 -10.50 $110.16 ($1,156.68)
Page 4 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
2084 Furnish and Install 42"
Storm Sewer,complete as Linear
specified Feet 70 75.70 5.70 $259.08 $1,476.76
2090 Furnish and Install 48"
Storm Sewer,complete as Linear
specified Feet 115 43.00 -72.00 $186.66 ($13,439.52) _
2096 Furnish and Install 54"
Storm Sewer,complete as Linear
specified Feet 615 586.30 -28.70 $265.20 ($7,611.24) _
2102 Furnish and Install 60"
Storm Sewer, complete as Linear
specified Feet 1905 1,815.00 -90.00 $306.00 ($27,540.00) _
2172 Furnish and Install 3'x6'
Box Culvert Storm Sewer, Linear
complete as specified Feet 555 328.20 -226.80 $315.18 ($71,482.82)
2188 Furnish and Install 5'x8'
Box Culvert Storm Sewer, Linear
complete as specified Feet 430 418.30 -11.70 $447.18 ($5,232.01) _
2189 Furnish and Install 5'x8'
Box Culvert Storm Sewer
w/clay bedding and
backfill and joint ties, Linear
complete as specified Feet 80 89.80 9.80 $780.30 $7,646.94 _
2220 Furnish and Install 3'x6'
Box Culvert Storm Sewer
w/MH Riser,complete as Linear
specified Feet 64 7.00 -57.00 $364.14 ($20,755.98) _
2236 Furnish and Install 5'x8'
Box Culvert Storm Sewer
w/MH Riser,complete as Linear
specified Feet 8 14.00 6.00 $402.90 $2,417.40 _
2280 Furnish and Install 6"
Storm Lateral,complete as Linear
specified Feet 1245 1,541.30 296.30 $35.70 $10,577.91 _
2282 Furnish and Install 8"
Storm Lateral,complete as Linear
specified Feet 375 246.40 -128.60 $38.76 ($4,984.54) _
2284 Furnish and Install Storm
Sewer Marker Balls,
complete as specified Each 129 137.00 8.00 $21.42 $171.36 _
2286 Furnish&install clay
dams,complete as
specified Each 66 67.00 1.00 $102.00 $102.00 _
2532 Furnish&Install Standard
Storm Manhole(4'
diameter),complete as Vertical
specified Feet 110 123.24 13.24 $246.84 $3,268.16 _
2534 Furnish&Install Standard
Storm Manhole(5'
diameter),complete as Vertical
specified Feet 56 66.06 10.06 $354.96 $3,570.90 _
2536 Furnish&Install Standard
Storm Manhole(6'
diameter),complete as Vertical
specified Feet 63 44.88 -18.12 $379.44 ($6,875.45) _
2550 Furnish&Install Standard
Storm Manhole(7'x7'Box),
complete as specified Vertical
Feet 240 231.96 -8.04 $700.74 ($5,633.95) _
Page 5 of 21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
2556 Furnish&Install Standard
Storm Inlet Manhole(4'
diameter),complete as Vertical
specified Feet 10 4.38 -5.62 $239.70 ($1,347.11)
2580 Furnish and Install Storm
Junction Chamber,
complete as specified Each 3 3.00 $15,337.74
2584 Furnish&Install Standard
Storm Manhole Riser(4'
diameter), complete as Vertical
specified Feet 5 2.77 -2.23 $261.12 ($582.30)
2590 Furnish&Install Standard
Storm Inlet Manhole Riser
(4'diameter), complete as
specified Vertical
Feet 10 0.93 -9.07 $221.34 ($2,007.55)
2612 Furnish and Install Type 1
Inlet,complete as
specified Each 6 10.00 4.00 $1,198.50 $4,794.00
2614 Furnish and Install Type 3
Inlet(w/18"Sump),
complete as specified Each 102 95.00 -7.00 $1,358.64 ($9,510.48)
2800 Connect to Existing Storm
Sewer,complete as
specified Each 26 22.00 -4.00 $510.00 ($2,040.00)
2802 Connect to Existing Storm
Lateral,complete as
specified Each 20 20.00 $71.40
2806 Connect to Existing
Manhole,complete as
specified Each 2 3.00 1.00 $510.00 $510.00
2808 Connect to Existing Inlet,
complete as specified Each 2 1.00 -1.00 $428.40 ($428.40)
2820 Abandon 8"-12"Storm
Sewer,complete as Linear
specified Feet 1940 1,889.60 -50.40 $2.04 ($102.82)
2822 Abandon 15"&Larger
Storm Sewer,complete as Linear
specified Feet 4255 4,125.00 -130.00 $7.65 ($994.50)
2824 Abandon Storm MI-I's and
Inlets,complete as
specified Each 63 63.00 $255.00
2856 Furnish, Install,Maintain
and Remove Type D Inlet
Protection,complete as
specified Each 258 166.00 -92.00 $70.00 ($6,440.00)
2864 Furnish, Install,Maintain
and Remove 12"Diameter
Sediment Logs, complete Linear
as specified Feet 40 40.00 $10.00
2872 Furnish, Install,Maintain
and Remove Turbidity
Barrier,complete as
specified Each 1 2.00 1.00 $3,240.00 $3,240.00
Page 6 of 21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
2948 Furnish and install heavy
rip-rap,with filter fabric, Square
complete as specified Yard 80 80.00 $50.00 _
SECTION II-(BID ITEMS 2014-2948)-SUB-TOTALS $47,465.43 ($197,765.48)
ADDITIONAL WORK REQUIRED: C.O.#3 - SECTION II
ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
2862 Furnish, install, maintain,
and remove stone bags
per Invoice(003)dated
4/18/11, complete as
specified Each 33.00 33.00 $65.05 _
20000 Additional labor,materials,
and equipment to core two
12-inch holes into MH P-10
to match field conditions,
per Invoice(002)dated
4/27/11,complete as
specified Lump
Sum 1.00 1.00 $1,192.64 _
20001 Additional labor,materials,
and equipment to remove
a poured in place concrete
structure and repair the
existing storm sewer
manhole on Osceola,per
Invoice(006)dated 5/9/11, Lump
complete as specified Sum 1.00 1.00 $1,989.50 _
20002 Additional labor,materials,
and equipment to excavate
and re-connect to an
existing storm lateral.
Upon further investigation,
it was determined that the
lateral was never installed
and the hole was backfilled
with gravel,per Invoice
(008)dated 5/9111,
complete as specified Lump
Sum 1.00 1.00 $2,155.35 _
20003 Additional labor, materials,
and equipment to re-install
two storm inlets that were
staked incorrectly, per
Invoice(012)dated
5/24/11,complete as Lump
specified Sum 1.00 1.00 $1,925.57 _
20004 Additional labor,materials,
and equipment to remove
an unknown buried
concrete foundation and
• storm sewer on Osceola
Street, per Invoice(014)
dated 6/21/11, complete as
specified Lump
Sum 1.00 1.00 $1,962.36 _
Page 7 of 21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
20005 Additional labor,materials,
and equipment to
temporarily connect to
existing 42-inch storm
sewer,after the storm
sewer installation was put
on hold due to UW-
Oshkosh fiber conflict,per
Invoice(015)dated
6/21/11, complete as Lump
specified Sum 1.00 1.00 $3,702.02
20006 Additional labor,materials,
and equipment to raise the
proposed 3'x6'box culvert
over the UW-Oshkosh
steam tunnel that was in
conflict,per Invoice(019)
dated 6/21/11, complete as
specified Lump
Sum 1.00 1.00 $5,564.85
20007 Additional labor,materials,
and equipment to install 48-
inch storm sewer and
inlets on Osceola Street
that were in conflict with
the UW-Oshkosh fiber duct
package. Osceola was
ultimately narrowed to
allow inlets to be installed,
per Invoice(020)dated
6/21/11,complete as Lump
specified Sum 1.00 1.00 $6,684.38
20008 Additional labor,materials,
and equipment to
permanently connect the 3'
x 6'box culvert to the
existing storm sewer after
the storm sewer box
culvert was eliminated
from the contract between
station 17+25 and 20+00,
per Invoice(022)dated
6/28/11,complete as Lump
specified Sum 1.00 1.00 $3,292.06
20009 Additional labor, materials,
and equipment to remove
8-inches of mud from the
storm sewer due to the
water main break and
repair the storm sewer, per
Invoice(032)dated
7/15/11, complete as Lump
specified Sum 1.00 1.00 $1,614.49
Page 8of21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
20010 Additional labor,materials,
and equipment to install a
storm lateral that was not
in the correct location
according to the plan.
Contractor had to re-
excavate in new location
and backfill original
location, per Invoice(034)
dated 7/19/11,complete as
specified Lump
Sum 1.00 1.00 $820.20
20011 Additional labor,materials,
and equipment to connect
the UW-Oshkosh Wellness
Center storm lateral to the
3'x6'box culvert. UW-O
• told us that the lateral was
connected to an inlet
outside the building but it
was determined it was
connected to the
abandoned storm sewer
main. Contractor had to re-
mobilize to that area,
excavate,de-water,and re-
slurry the abandond storm
sewer, per Invoice(036)
dated 7/29/11,complete as
specified Lump
Sum 1.00 1.00 $5,380.90
20012 Additional equipment,
labor,and materials to re-
core a 14"hole into MH E-
66 due to telephone
conduit conflict,per Invoice
(038)for work performed
on 7/8/11,complete as Lump
specified Sum 1.00 1.00 $1,656.39
20013 Additional equipment,
labor,and materials to
reset an inlet to match field
conditions,per Invoice
(041),for work performed
on 8/12/11,complete as Lump
specified Sum 1.00 1.00 $600.00
20014 Additional equipment,
labor,and materials to
core new holes into MH
and inlet due to field
design changes,per
Invoice(042),work
performed on 8/10/11, Lump
compelte as specified Sum 1.00 1.00 $822.83
20015 Additional equipment,
labor,and materials to
core hole into MH E-45 to
match field conditions,per
Invoice(046),for work
performed on 8/12/11, Lump
complete as specified Sum 1.00 1.00 $167.90
Page 9 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
20016 Additional equipment,
labor,and materials to
remove an old storm sewer
stone tunnel in the
intersection of Church
Avenue and Division
Street,per Invoice(049),
for work performed on
8/29/11,complete as Lump
specified Sum 1.00 1.00 $1,308.42
20017 Additional mobilization
charge to install an 8"
storm lateral at 917
Elmwood,per Invoice
(051),for work performed
on 9/8/11,complete as Lump
specified Sum 1.00 1.00 $287.50
20018 Additional equipment,
labor, and materials to
excavate for further
investigation of stone
storm tunnel on Division
•
Street,per Invoice(053),
for work performed on
9/14/11, complete as Lump
specified Sum 1.00 1.00 $822.83
20019 Additional equipment,
labor, and materials to cut
a hole into MH C-20 to
match field conditions, per
Invoice(054),for work
performed on 9/22/11, Lump
complete as specified Sum 1.00 1.00 $1,156.33
20020 Construction crew
downtime waiting for
decision on hazardous
material on Osceola
Street, per Invoice(056),
for work on 5/2/11, Lump
complete as specified Sum 0.00 1.00 1.00 $1,193.70 $1,193.70
20021 Pay for the materials only
of the 3'x 6'box culvert
and 5'X 8'box culvert
sections that were not
used during construction
due to field modifications,
and delivered to the Street
Department Yard, per
Dorner invoice dated
8/19/11,complete as Lump
specified Sum 0.00 1.00 1.00 $3,702.86 $3,702.86
Page 10 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
20022 Pay for materials only of 2
inlets riser sections that
were eliminated from the
project and delivered to the
Street Department Yard,
per Dorner Invoice dated
9/3/11, complete as Lump
specified Sum 0.00 1.00 1.00 $534.90 $534.90
ADDITIONAL WORK:C.O.#3 -(ITEMS 2862&20000-20022)-SUB-TOTAL $5,431.46 $0.00
NET DECREASE TO: SECTION II ($144,868.59)
SECTION III-SANITARY SEWER
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRA CT PRICE
3000 Furnish&install 8-inch
sanitary sewer relay, Linear
complete as specified Feet 3255 3,327.20 72.20 $81.60 $5,891.52 _
3002 Furnish&install 10-inch
sanitary sewer relay, Linear
complete as specified Feet 3075 2,969.00 -106.00 $178.50 ($18,921.00)
3004 Furnish&install 12-inch
sanitary sewer relay, Linear
complete as specified Feet 55 15.00 -40.00 $342.72 ($13,708.80)
3015 Furnish&install 33-inch
sanitary sewer relay, Linear
complete as specified Feet 15 0.00 -15.00 $1,024.08 ($15,361.20)
3016 Furnish&install 36-inch
sanitary sewer relay, Linear
complete as specified Feet 5 5.00 $1,036.32 _
3060 Furnish&install 8-inch
sanitary sewer drop, Vertical
complete as specified Feet 28 28.93 0.93 $295.80 $275.09 _
3062 Furnish&install 10-inch
sanitary sewer drop, Vertical
complete as specified Feet 26 29.96 3.96 $319.26 $1,264.27 _
3100 Furnish&install standard
sanitary manhole(4'
diameter),complete as Vertical
specified Feet 461 491.90 30.90 $183.60 $5,673.24
3102 Furnish&install standard
sanitary manhole(5'
diameter), complete as Vertical
specified Feet 28 26.34 _ -1.66 $358.02 ($594.31) _
3114 Furnish&install external
manhole chimney seal,
complete as specified Each 33 34.00 1.00 $700.00 $700.00 _
3210 Furnish&install 8"x 6"
factory wyes or tees,
complete as.specified Each 44 36.00 -8.00 $67.32, ($538.56) _
3212 Furnish&install 10"x 6"
factory wyes or tees,
complete as specified Each 17 16.00 -1.00 $123.42 ($123.42) _
3234 Furnish&install 4"/6"
sanitary lateral relay, Linear
complete as specified Feet 1512 1,441.90 _ -70.10 $84.66 ($5,934.67) _
Page 11 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
3236 Furnish &install sanitary
lateral marker balls,
complete as specified Each 122 106.00 -16.00 $21.42 _ ($342.72)
3238 Furnish&install clay
darns,complete as
specified Each 61 50.00 -11.00 $102.00 ($1,122.00)
3300 Furnish&install
connections to existing 8"
mains,complete as
specified Each 10 8.00 -2.00 $446.76 ($893.52)
3302 Furnish&install
connections to existing 10"
mains,complete as
specified Each 2 3.00 1.00 $428.40 $428.40
3304 Furnish&install
connections to existing 12"
mains,complete as
specified Each 2 1.00 -1.00 $428.40 ($428.40)
3315 Furnish&install
connections to existing 33"
mains,complete as
specified Each 1 0.00 -1.00 $856.80 ($856.80)
3316 Furnish&install
connections to existing 36"
mains,complete as
specified Each 1 1.00 $856.80
3330 Furnish&install concrete
collars,complete as
specified Each 2 3.00 1.00 $535.50 $535.50
3406 Furnish&install 12"open
cut casing pipes,complete Linear
as specified Feet 12 9.00 -3.00 $138.72 ($416.16)
3408 Furnish&install 16"open
cut casing pipes,complete Linear
as specified Feet 12 66.50 54.50 $149.94 $8,171.73
3700 Televise sanitary sewer, Linear
complete as specified Feet 6205 6,301.20 96.20 $0.92 $88.50
3800 Abandon sanitary
manholes, complete as
specified Each 8 9.00 1.00 $510.00 $510.00
3802 Abandon 8-inch sanitary
sewer,complete as Linear
specified Feet 475 769.00 294.00 $2.04 $599.76
3804 Abandon 10-inch sanitary
sewer,complete as Linear
specified Feet 440 440.00 $2.04
3806 Abandon 12-inch sanitary
sewer,complete as Linear
specified Feet 1320 1,320.00 $2.04
3808 Abandon 15-inch sanitary
sewer,complete as Linear
specified Feet 215 215.00 $5.61
3810 Abandon 18-inch sanitary
sewer,complete as Linear
specified Feet 735 735.00 $6.63
3812 Abandon 21-inch sanitary
sewer,complete as Linear
specified Feet 350 350.00 $7.65
3814 Abandon 24-inch sanitary
sewer,complete as Linear
specified Feet 340 340.00 $10.20
Page 12 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
3818 Abandon 36-inch sanitary
sewer,complete as Linear
specified Feet 165 165.00 $25.50
SECTION III-(BID ITEMS 3000-3018)-SUB-TOTALS $24,138.01 ($59,241.56)
ADDITIONAL WORK REQUIRED: C.O.#3-SECTION III
ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
3815 Abandon 27-inch sanitary
sewer,complete as Linear
specified Feet 238.00 238.00 $13.00 _
30000 Additional labor,materials,
and equipment to move
and rebuild MH 0-1,due to
existing 33-inch sanitary
sewer being encased in
concrete,per Invoice(001)
dated 4/27/11, complete as
specified Lump
Sum 1.00 1.00 $9,260.88 _
30001 Additional labor,materials,
and equipment to core new
hole into MH 0-2 to match
field conditions,and cap
new lateral that was
shown on plans,but was
abandoned,per Invoice
(005)dated 5/2/11,
complete as specified Lump
Sum 1.00 1.00 $1,227.07 _
30002 Additional labor,materials,
and equipment to remove
concrete encased manhole
in front of Blackhawk
Commons,per Invoice
(007)dated 5/9/11,
complete as specified Lump
Sum 1.00 1.00 $5,725.85 _
30003 Additional labor,materials,
and equipment to break up
and dispose of concrete
encased sanitary/storm
manhole structure that was
excavated on 5/5/11,per
Invoice(010)dated
5/25/11,complete as Lump
specified Sum 1.00 1.00 $1,143.68 _
30004 Additional labor,materials,
and equipment to remove
a poured in place sanitary
manhole on Algoma
Avenue,per Invoice(024)
dated 6/28/11,complete as Lump
specified Sum 1.00 1.00 $7,151.85
Page 13 of 21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
30005 Construction crew down
time due to Gabe's
Construction air-
hammering the concrete
off AT&T's duct package
on Elmwood Avenue.
Sewer crew could not
install sanitary or storm
until Gabe's was complete
with their work,per Invoice
(027)dated 6/28/11, Lump
complete as specified Sum 1.00 1.00 $3,172.71
30006 Additional labor,materials,
and equipment to use a
concrete buster to remove
encased concrete around
sanitary sewer manhole to
gain access,per Invoice
(028)dated 6/28/22, Lump
complete as specified Sum 1.00 1.00 $359.95
30007 Additional equipment,
labor,and materials for
Rock Excavation,per
Invoice(037)for work
performed 7/5/11, Cubic
complete as specified Yards 1.00 1.00 $100.00
30008 Additional equipment,
labor,and materials to re-
excavate to main to install
a 10"X8"tee to match field
conditions of lateral, per
Invoice(039)for work
performed on 8/1/11,
complete as specified Lump
Sum 1.00 1.00 $1,344.63
30009 Additional equipment,
labor,and materials to re-
excavate the lateral for
Harrington Hall and relay
with an 8"to match field
conditions, per Invoice
(040)for work performed
on 8/2/11,complete as Lump
specified Sum 1.00 1.00 $6,184.71
30010 Additional equipment,
labor,and materials to cut-
in a 8"x6"wye into main for
lateral for 942 Elmwood,
which was not shown in
planset due to section of
main not being televised
and no record of lateral,
per Invoice(043)for work
performed on 8/10/11,
complete as specified Lump
Sum 1.00 1.00 $3,838.96
Page 14 of 21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTA!I Fn NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
30011 Additional equipment,
labor, and materials to
remove an old sanitary
main 2 feet below the
proposed main and
repalce with stone backfill,
per Invoice(044),for work
performed on 8/11/11, Lump
complete as specified Sum 1.00 1.00 $7,264.53
30012 Pay for materials only of
sanitary MH 0-4 which
was eliminated from
project,due to field
modifications,manhole
was delivered to Street
Department Yard, per
Dorner Invoice dated
8/29/11,complete as Lump
specified . Sum 0.00 _ 1.00 1.00 $465.52 $465.52
ADDITIONAL WORK: C.O.#3-(ITEMS 3815&30000-30012)-SUB-TOTAL $465.52 $0.00
NET DECREASE TO: SECTION III ($34,638.03)
SECTION IV-WATER MAIN
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
-
4000 Furnish&install 4-inch
ductile iron watermain
w/poly wrap relay, Linear
complete as specified Feet 170 138.70 -31.30 $122.40 ($3,831.12)
4002 Furnish&install 6-inch
ductile iron watermain
w/poly wrap relay, Linear
complete as specified Feet 750 801.30 51.30 $91.80 $4,709.34
4004 Furnish&install 8-inch
ductile iron watermain
w/poly wrap relay, Linear
complete as specified Feet 2250 2,289.70 39.70 $76.50 $3,037.05
4006 Furnish&install 10-inch
ductile iron watermain
w/poly wrap relay, Linear
complete as specified Feet 100 57.00 -43.00 $128.52 ($5,526.36) _
4008 Furnish&install 12-inch
ductile iron watermain
w/poly wrap relay, Linear
complete as specified Feet 4575 4,552.60 -22.40 $88.74 ($1,987.78)
4036 Furnish&install 1-inch
water service relay, Linear
complete as specified Feet 1625 1,583.00 -42.00 $40.80 ($1,713.60)
4038 Furnish&install 1-1/2-inch
water service relay, Linear
complete as specified Feet 40 9.00 -31.00 $51.00 ($1,581.00)
4040 Furnish&install 2-inch
water service relay, Linear
complete as specified Feet 100 20.00 -80.00 $56.10 ($4,488.00)
4048 Furnish&install 1-inch -
corporation and stop box,
complete as specified Each 46 43.00 -3.00 $159.12 ($477.36) _
Page 15 of 21
' CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
4050 Furnish&install 1-1/2 inch
corporation and stop box,
complete as specified
Each 2 1.00 -1.00 $441.66 ($441.66)
4052 Furnish&install 2-inch
corporation and stop box,
complete as specified Each 3 1.00 -2.00 $586.50 ($1,173.00)
4054 Furnish&install Water
service clay dams,
complete as specified Each 51 45.00 -6.00 $102.00 ($612.00)
4056 Furnish&install
connections to existing
4"watermain,complete as
specified Each 8 4.00 -4.00 $428.40 ($1,713.60)
4058 Furnish&install
connections to existing
6"watermain,complete as
specified Each 15 21.00 6.00 $428.40 $2,570.40
4060 Furnish&install
connections to existing
8"watermain,complete as
specified Each 8 7.00 • -1.00 $428.40 ($428.40)
4062 Furnish&install
connections to existing
10"watermain,complete as
specified Each 1 1.00 $642.60
4064 Furnish&install
connections to existing
12"watermain, complete as
specified Each 2 2.00 $642.60
4109 Furnish&install 8"X 4"
tee, complete as specified
Each 2 1.00 -1.00 $280.50 ($280.50)
4110 Furnish&install 8"X 6"
tee,complete as specified
Each 14 12.00 -2.00 $350.88 ($701.76)
4111 Furnish&install 8"X 8"
tee, complete as specified
Each 1 3.00 2.00 $372.30 $744.60
4119 Furnish&install 10"X 6"
tee, complete as specified
Each 1 1.00 $445.74
4127 Furnish&install 12"X 4"
tee, complete as specified
Each 3 1.00 -2.00 $412.08 ($824.16)
4128 Furnish&install 12"X 6"
tee,complete as specified
Each 17 18.00 1.00 $521.22 $521.22
4129 Furnish&install 12"X 8"
tee, complete as specified
Each 1 10.00 9.00 $530.40 $4,773.60
4131 Furnish&install 12"X 12"
tee,complete as specified
Each 5 5.00 $672.18
4189 Furnish&install 8"X 8"
cross,complete as
specified Each 1 1.00 $355.98
4197 Furnish&install 10"X 12"
cross, complete as
specified Each 1 1.00 $746.64
Page 16 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
4227 Furnish&install 6-inch 22-
1/2 degree bend,complete
as specified Each 1 1.00 $188.70
4228 Furnish&install 8-inch 22-
1/2 degree bend,complete
as specified Each 4 9.00 5.00 $266.22 $1,331.10
4230 Furnish&install 12-inch 22•
1/2 degree bend,complete
as specified Each 1 2.00 1.00 $489.60 $489.60
4235 Furnish&install 4-inch 45
degree bend,complete as
specified Each 12 18.00 6.00 $146.88 $881.28
4236 Furnish&install 6-inch 45
•
degree bend,complete as
specified Each 26 88.00 62.00 $196.86 $12,205.32
4237 Furnish&install 8-inch 45
degree bend,complete as
specified Each 18 30.00 12.00 $268.26 $3,219.12
4238 Furnish&install 10-inch 45
degree bend,complete as
specified Each 2 2.00 $379.44
4239 Furnish&install 12-inch 45
degree bend,complete as
specified Each 12 25.00 13.00 $521.22 $6,775.86
4255 Furnish&install 8-inch
cap, complete as specified
Each 2 3.00 1.00 $229.50 $229.50
4257 Furnish&install 12-inch
cap,complete as specified
Each 1 2.00 1.00. $262.14 $262.14
4263- Furnish&install 8"X 4"
reducer, complete as
specified Each 2 4.00 2.00 $218.28 $436.56
4264 Furnish&install 8"X 6"
reducer,complete as
specified Each 3 5.00 2.00 $233.58 $467.16
4267 Furnish&install 10"X 8"
reducer, complete as
specified Each 1 0.00 -1.00 $299.88 ($299.88)
4268 Furnish&install 12"X 4" _
reducer,complete as
specified Each 1 1.00 $330.48
4269 Furnish&install 12"X 6"
reducer, complete as
specified Each 1 1.00 $347.82
4270 Furnish&install 12"X 8"
reducer,complete as
specified Each 1 1.00 $363.12
4287 Furnish&install 20"X 12"
reducer,complete as
specified Each 1 0.00 -1.00 $1,238.28 ($1,238.28)
4400 Furnish&install 4-inch
gate valve,complete as
specified Each 5 2.00 -3.00 $859.86 ($2,579.58)
4401 Furnish&install 6-inch
gate valve, complete as
specified Each 31 34.00 3.00 $1,010.82 $3,032.46
4402 Furnish&install 8-inch
gate valve,complete as
specified Each 18 21.00 3.00 $1,353.54 $4,060.62
Page 17 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
4403 Furnish&install 10-inch
gate valve,complete as
specified Each 2 _ 2.00 $1,920.66
4404 Furnish&install 12-inch
gate valve,complete as
specified Each 22 29.00 7.00 $2,343.96 $16,407.72
4419 Furnish&install 6"X 6"
tapping valve&sleeve,
complete as specified Each 1 1.00 $2,629.56
4500 Furnish&install hydrant,
complete as specified Each 19 18.00 _ -1.00 $3,053.88 ($3,053.88)
4502 Furnish&install hydrant
gradelok,complete as
specified Each 19 0.00 -19.00 $367.20 ($6,976.80)
4718 Furnish &install 8-inch
steel casing pipe, Linear
complete as specified , Feet 20 0.00 -20.00 $76.50 ($1,530.00)
4722 Furnish&install 12-inch
steel casing pipe, Linear
complete as specified Feet 40 16.00 -24.00 $98.94 ($2,374.56)
4724 Furnish&install 16-inch
steel casing pipe, Linear
complete as specified Feet 40 40.00 $110.16
4730 Furnish&install 24-inch
steel casing pipe, Linear
complete as specified Feet 40 0.00 -40.00 $133.62 ($5,344.80)
4900 Abandon watermain on
Osceola Street,complete Lump
as specified Sum 1 1.00 $2,346.00
4902 Abandon watermain on
Algoma Boulevard, Lump
complete as specified Sum 1 _ 1.00 _ $612.00
4904 Abandon watermain on
Elmwood Avenue Lump
complete as specified Sum 1 _ 1.00 $6,222.00
4906 Abandon watermain on
John Avenue,complete as Lump
specified Sum 1 1.00 $1,203.60
4908 Abandon watermain on
Church Street,complete Lump
as specified Sum 1 1.00 $2,448.00
SECTION IV-(BID ITEMS 4000-4908)-SUB-TOTALS $66,154.65 ($49,178.08)
ADDITIONAL WORK REQUIRED: C.O.#3-SECTION IV
ITEM DESCRIPTION UNIT CONTRACT INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
4101 Furnish and install 6"x 6"
tee,complete as specified Each 0.00 1.00 1.00 $325.00 $325.00
4188 Furnish and install 8"x 6"
cross,complete as
specified Each 0.00 1.00 1.00 $520.00 $520.00
4266 Furnish and install 10"x 6"
reducer,complete as
specified Each 0.00 1.00 1.00 $274.00 $274.00
4298 Furnish and install 4"
sleeve,complete as
specified Each 0.00 1.00 1.00 $165.00 $165.00
Page 18 of 21
•
CONTRACT:11-04 CHANGE ORDER#3
•
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
4299 Furnsih and install 6"
sleeve,complete as
specified Each 0.00 2.00 2.00 $215.00 $430.00
4300 Furnish and install 8"
sleeve,complete as
specified Each 0.00 3.00 3.00 $285.00 $855.00
4302 Furnish and install 12"
sleeve, complete as
specified Each 0.00 4.00 4.00 $535.00 $2,140.00
4728 .Furnish and install 20"
casing pipe, complete as Linear
specified Foot 0.00 20.00 20.00 $120.00 $2,400.00
40000 Additional labor,materials,
and equipment to move
and install new 12-inch
water main to match the
field conditions and avoid
conflicts with the proposed
sanitary and storm sewer
and the existing 20-inch
watermain, per Invoice
(011)dated 5/24111, Lump
complete as specified Sum 1.00 1.00 $11,588.81
40001 Additional cost for
installing Megalugs on all
bends and fittings,per
Involve(013)dated
6/21/11, complete as Lump
specified Sum 1.00 1.00 $17,914.70
40002 Additional labor,materials,
and equipment to remove
fittings for tee and valve on
Elmwood Avenue at
Woodland Avenue,once it
was determined that there
was a conflict with re-
routed sanitary sewer,per
Invoice(016)dated
6/21/11,complete as
specified Lump
Sum 1.00 1.00 $1,247.18
40003 Additional labor,materials,
and equipment to offset
proposed water main on
Elmwood Avneue at
Woodland Avenue over
the exisitng storm that was
in conflict,per Invoice
(017)dated 6/21/11,
complete as specified Lump
Sum 1.00 1.00 $1,870.76
40004 Additional labor, materials,
and equipment to offset
proposed water main on
Elmwood Avenue at Vine
Avenue under the existing
storm sewer that was in
conflict,per Invoice(017)
dated 6/21/11,complete as
specified Lump
Sum 1.00 1.00 $1,364.91
Page 19 of 21
CONTRACT: 11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
40005 Additional labor,materials,
and equipment to re-install
watermain that was in
conflict with the UW-
Oshkosh fiber duct
package on Elmwood
Avenue between Amherst
Avenue and Irving Avenue,
•
per Invoice(023)dated
6/28/11,complete as
specified Lump
Sum 1.00 1.00 $7,133.81
40006 Additional labor,materials,
and equipment to install a
temporary water service to
the UW-Oshkosh Diversity
Center. Contractor was
told that the existing water
service was tapped off the
6-inch fire protection lateral
and 4-inch water lateral
was abandoned. It was
determined that the 2-inch
service was connected to
the 4-inch lateral,per
Invoice(025)dated
6/28/11,complete as Lump
specified Sum 1.00 1.00 $1,289.87
40007 Additional labor,materials,
and equipment to repair a
watermain that was
improperly marked by the
utility locator,per Invoice
(031)dated 7/15/11, Lump
complete as specified Sum 1.00 1.00 $619.67
40008 Additional labor, materials,
and equipment to repair a
unmarked watermain on
Irving Avenue,per Invoice
(026),dated 6/28/11, Lump
complete as specified Sum 1.00 1.00 $739.63
40009 Additional labor,materials,
and equipment to repair a
watermain leak on
Elmwood Avenue,per
Invoice(033),dated
7/19/11, complete as Lump
specified Sum 1.00 1.00 $1,364.73
40010 Additional work, labor,and
materials to locate a water
service which was 33'off
of original locates,per
Invoice(045),for work
performed on 8/12/11, Lump
complete as specified Sum 1.00 1.00 $1,097.10
Page 20 of 21
CONTRACT:11-04 CHANGE ORDER#3
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
40011 Additional equipment,
labor, and materials to
install the 8"water main
underneath the 20"
concrete water main,due
to elevation conflict,per
Invoice(050),for work
performed on 8/29/11, Lump
complete as specified Sum 1.00 1.00 $1,704.16
40012 Additional equipment,
labor,and materials for
downtime waiting for Water
Department to shut down
main so they could
connect water service for
the Bed and Breakfast on
Church Avenue, per
Invoice(052),for work
performed on 9/9/11, Lump
complete as specified Sum 1.00 1.00 $935.53
40013 Additional equipment,
labor,and materials to cap
off existing water main on
Church Avenue per Water
Department request,per
Invoice(055),for work
performed on 10/7/11, Lump
complete as specified Sum _ 0.00 1.00 1.00 $1,476.60 $1,476.60
ADDITIONAL WORK: C.O.#3 (ITEMS 4101-4728&40000-40012)-SUB-TOTAL $8,585.60 $0.00
NET INCREASE TO: SECTION IV $25,562.17
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT PRICE CONTRACT PRICE
ALTERNATE B
500 Credit itme for approx.
10,000 tons of salvage,
crushed concrete base
course supplied by the
City. Credit paid to the
City per ton Tons -10,000.00 -6,960.00 3,040.00 $1.90 $5,776.00
ALTERNATE B-Item 500(credit)-SUB-TOTALS $5,776.00
NET INCREASE TO SECTIONS I,II,III, IV $340,448.16
NET DECREASE TO SECTIONS I,II,Ill, IV ($499,264.40)
NET DECREASE TO CREDIT-ALTERNATE B $5,776.00
NET DECREASE TO CONTRACT: ($153,040.24)
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