HomeMy WebLinkAbout08. 19-74 FEBRUARY 12, 2019 19-74 RESOLUTION
(CARRIED 5-0 LOST LAID OVER WITHDRAWN )
PURPOSE: APPROVE CHANGE ORDER NO. 1 (FINAL)FOR PUBLIC WORKS
CONTRACT NO. 17-22 SAWDUST DISTRICT IMPROVEMENTS /
PTS CONTRACTORS, INC. (+$122,054.46)
INITIATED BY: PUBLIC WORKS DEPARTMENT
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:
PTS CONTRACTORS, INC.
4075 Eaton Road
Green Bay, WI 54311
Net Increase to Contract: $122,054.46
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. Nos. 0311-0410-7480-00000 Sidewalk Construction Fund
0317-0410-7480-03304 Special Assessment Fund - Sidewalks
0315-0410-7480-00000 Street Improvement Fund Expenditures
0317-0410-7480-03301 Special Assessments Fund - Streets
0541-1810-1799-00000 Water Utility- Construction in Progress
0317-0410-7480-03303 Special Assessments Fund - Water
0551-1910-1799-00000 Sewer Utility- Construction in Progress
0317-0410-7480-03302 Special Assessments Fund - Sewer
0561-2010-1799-00000 Storm Utility- Construction in Progress
0317-0410-7480-03305 Special Assessments Fund - Storm Water
0323-0740-7216-06751 Property Improvement Fund/Equipment
Fund - Land Improvement
0323-0801-6542-06751 Property Improvement Fund/Equipment
Fund - Traffic Signal Materials
City
a�
Oshkosh
MEMORANDUM
TO: Honorable Mayor and Members of the Common Council
FROM: Steven M. Gohde, Assistant Director of Public Works3
DATE: February 7, 2019
RE: Approve Change Order No. 1 (Final) for Public Works Contract No. 17-22
Sawdust District Improvements / PTS Contractors, Inc. (+$122,054.46)
BACKGROUND
Change Order No. 1 for Contract 17-22 is scheduled for consideration by the Common Council
at the February 12, 2019 meeting. The contract was originally awarded to PTS Contractors, Inc.
in June of 2017. This change order is for additional services provided.
ANALYSIS
Following is a summary of the significant changes to each section of the CIP:
• Streets - Additional work and materials to match field conditions.
• Storm Sewer - Additional work/requirements associated with the railroad crossing on
14th Avenue; downtime for AT&T conflicts at the railroad crossing, which is in the
process of being billed to AT&T; and work and materials to match field conditions.
• Sanitary Sewer - Additional sanitary sewer relayed on East 111h Avenue and work and
materials to match field conditions.
• Water Main - Additional work to lower water mains at the intersections of 11th Avenue
and South Main Street and 141h Avenue and South Main Street, because of construction
conflicts; and work and materials to match field conditions.
• Traffic - Additional work to add directional drilling across South Main Street and work
and materials to match field conditions.
I:\Engineering\2017 CONTRACTS\17-22 Sawdust Disttmpr-Ph Page 1 oft
1 \ Project_Information \ Correspondence \ Memo \ 17-22 Memo for CO 771_2-7-18.docx
FISCAL IMPACT
Contract Section
Change Order Amount
Estimated Total
Construction Cost
CIP Budget Amount
Concrete Paving
-$154,496.85
$859,595.02
$1,106,900.00
Storm Sewer
$230,480.13
$2,483,554.70
*$2,500,000.00
Sanitary Sewer
$28,057.78
$92,340.39
*$100,000.00
Water Main
$23,222.62
$742,625.20
$768,900.00
Traffic
-$5,209.32
$248,684.78
$473,300.00
Total
$122,054.36
$4,426,800.08
$4,949,100.00
Note: the budget lines item denoted with an asterisk (*) include budget transfers from other projects that have come
in under budget.
Adequate funds are available in the relating sections of the 2018 Capital Improvement Budget.
RECOMMENDATIONS
I recommend approval of Change Order No. 1 to Contact No. 17-22 in the amount of
+$122,054.46 to PTS Contractors, Inc.
Approved:
r�/r
__
Mark A. Rohloff
City Manager
SMG/tlt
L\ Engineering \ 2017 CONTRACTS \ 17-22 Sawdust Dist Impr-Ph Page 2 of 2
1 \ Project_Information\ Correspondence \ Memo \ 17-22 Memo for CO #1_2-7-18.docx
TO: PTS CONTRACTORS, INC.
4075 EATON ROAD
GREEN BAY, WI 54311
CHANGE ORDER #1 (FINAL)
DATE: JANUARY 16, 2019
Your present contract with the City of Oshkosh, Contract No. 17-22, awarded June 27, 2017, is hereby
amended and changed as follows:
NET INCREASE TO SECTION: $533,837.38
NET DECREASE TO SECTION: ($411,782.92)
NET INCREASE TO CONTRACT $122,054.46
BID TOTAL $3,974,211.60 $3,974,211.60
CO #1 $122,054.46 $122,054.46
CONTRACT TOTAL $4,096,266.06 $4,096,266.06
CITY OF OSHKOSH
BY:
City Manager
City Clerk
Approved and a cepted:
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.
Approved as to form:
City Attorney
Comptroller
CONTRACT 17-22 CHANGE ORDER #1
17-22
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACT PRICE
CONTRACT PRICE
Clearing; complete as
1010
specified
Stations
1.30
1.38
0.08
$3,500.00
$280.00
Clearing; complete as
Inch
1011
1 specified
Diameter
1 18.00
16.00
-2.00
1 $75.00
$150.00
Grubbing; complete as
1020
specified
Stations
1.30
1.38
0.08
$3,500.00
$280.00
Grubbing; complete as
Inch
1021
specified
Diameter
18.00
52.00
34.00
$75.00
$2,550.00
Removing pavement;
Square
1100
complete as specified
Yards
2,420.00
2,640.50
220.50
$10.00
$2,205.00
Removing concrete and
asphalt sidewalk and
driveway; complete as
Square
1120
specified
Feet
12,405.00
12,769.60
364.60
$4.50
$1,640.70
Unclassified excavation;
Cubic
1200
complete as specified
Yards
5,010.00
3,544.68
-1,465.32
$16.50
($24,177.78)
Excavation special (paving);
1220
complete as specified
Tons
7,162.00
1,063.22
-6,098.78
$15.10
$92,091.58
7" concrete pavement; with
5" CABC and grading;
Square
1301
complete as specified
Yards
2,760.00
2,701.60
-58.40
$61.50
"$3,591.60)
8" concrete pavement; with
6" CABC and grading;
Square
1311
complete as specified
Yards
1,850.00
1,957.60
107.60
$63.50
$6,832.60
Crushed aggregate base
course; complete as
1340
specified
Tons
230.00
0.00
-230.00
$16.50
$3,795.00
Pavement ties; complete as
1350
Ispecified
Each
400.00
294.00
-106.00
$9.00
$954.00)
Drilled dowel bars; 1";
1352
complete as specified
Each
16.00
34.00
18.00
$12.00
$216.00
Drilled dowel bars; 1 1/4";
1354
complete asspecified
Each
34.00
0.00
-34.00
$14.00
($476.00)
Adjust manholes and inlets;
1360
complete as specified
Each
61.00
58.00
3.00
$475.00
$1,425.00
Turf restoration on East 11th
Avenue; complete as
Square
1370A
specified
Yards
1,277.00
1,475.70
198.70
$15.00
$2,980.50
Turf restoration on East 14th
Avenue; complete as
Square
1370B
specified
Yards
776.00
1,320.20
544.20
$15.00
$8,163.00
Turf restoration on South
Main Street; complete as
Square
1370C
specified
Yards
1,380.00
1,430.20
50.20
$15.00
$753.00
Turf restoration on East
South Park Avenue;
Square
1370D
complete as specified
Yards
704.00
548.00
-156.00
$15.00
$2,340.00)
Restore gravel driveway/
Square
1372
apron; complete as specified
Yards
600.00
640.70
40.70
$7.50
$305.25
12" radius curb with 6" CABC
and grading; complete as
Linear
1410
specified
Feet
500.00
483.90
-16.10
$15.00
$241.50
30" curb and gutter; 8"; with
6" CABC and grading;
Linear
1442
complete as specified
Feet
605.00
674.20
69.20
$18.00
$1,245.60
30" curb and gutter; plain; 8";
with 6" CABC and grading;
Linear
1443
complete as specified
Feet
865.00
745.30
-119.70
$26.00
($3,112.20)
Page 1 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACTPRICE
CONTRACTPRICE
Sidewalk curb; complete as
Linear
1460
specified
Feet
58.00
26.70
-31.30
$42.00
($1,314.60)
4" concrete sidewalk with 3"
CABC and grading; complete
Square
1500
as specified
Feet
12,850.00
11,958.90
-891.10
$6.50
$5,792.15
6" concrete sidewalk/
driveway/ramp with 3" CABC
and grading; complete as
Square
1510
specified
Feet
5,080.00
5,385.90
305.90
$6.50
$1,988.35
8" concrete sidewalk/
driveway/ramp with 3" CABC
and grading; complete as
Square
1520
Ispecified
Feet
1 3,705.00
3,327.60
-377.40
$7.40
$2,792.76)
Curb ramp detectable
warning field (natural/non-
painted); complete as
Square
1540
specified
Feet
160.00
176.00
16.00
$38.00
$608.00
No. 4 reinforcing rods -
deformed; epoxy -coated;
Linear
1550
complete as specified
Feet
690.00
330.00
-360.00
$2.00
($720.00
Drilled No. 4 sidewalk tie bars
- deformed; epoxy -coated;
1560
complete asspecified
Each
1 60.00
63.00
3.00
$8.00
$24.00
Locate existing property
monuments; complete as
1650
specified
Each
18.00
15.00
-3.00
$750.00
$2,250.00
Replace existing property
monuments; complete as
1652
specified
Each
13.00
5.00
-8.00
$750.00
$6,000.00)
Sawing existing pavement;
Linear
1700
1complete as specified
Feet
1 230.00
249.90
19.90
$5.00
$99.50
Sawing concrete pavement
full depth; complete as
Linear
1710
specified
Feet
2,230.00
1,908.10
-321.90
$4.00
$1,287.60)
Base aggregate dense; 3/4";
1800
complete asspecified
Tons
35.00
35.00
$26.00
Base aggregate dense; 1-
1801
1/4"; complete as specified
Tons
1,650.00
1,648.60
-1.40
$14.60
$20.44)
Breaker run; complete as
1810
specified
Tons
3,050.00
1,576.80
-1,473.20
$14.60
($21,508.72)
Tack coat; complete as
1900
specified
Gallons
320.00
139.40
-180.60
$6.00
$1,083.60
HMA Pavement MT;
1902
complete as specified
Tons
1,370.00
1,454.60
84.60
$84.00
$7,106.40
5" asphaltic surface MT with
6" CABC and grading;
Square
1915
complete as specified
Yards
305.00
260.30
-44.70
$45.00
$2,011.50
Prepare foundation for
asphaltic paving; complete as
Lump
1960
specified
Sum
2.00
2.00
$21,525.00
Furnish and install 10" storm
Linear
2002
sewer; complete asspecified
Feet
95.00
48.50
-46.50
$102.00
$4,743.00)
Furnish and install 12" storm
Linear
2003
sewer; complete as specified
Feet
610.00
619.10
9.10
$107.00
$973.70
Furnish and install 12" RCP
Class III storm sewer;
Linear
2004
complete as specified
Feet
245.00
238.10
-6.90
$94.00
$648.60
Furnish and install 15" storm
Linear
2006
sewer; complete asspecified
Feet
180.00
175.10
-4.90
$98.00
$480.20)
Page 2 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
NUMBER
DESCRIPTION
UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
Furnish and install 15" RCP
Class III storm sewer;
Linear
2007
complete as specified
Feet
290.00
287.80
-2.20
$88.00
$193.60
Furnish and install 18" storm
Linear
2009
sewer; complete as specified
Feet
1 65.00
57.50
-7.50
1 $137.00
$1,027.50)
Furnish and install 24" storm
Linear
2015
sewer; complete as specified
Feet
100.00
87.70
-12.30
$142.00
$1,746.60
Furnish and install 24" RCP
Class III storm sewer;
Linear
2016
complete as specified
Feet
35.00
36.00
1.00
$134.00
$134.00
Furnish and install 30" RCP
Class III storm sewer;
Linear
2022
complete as specified
Feet
35.00
27.00
-8.00
$140.00
$1,120.00
Furnish and install 29" x 45"
HERCP Class III storm
Linear
2051
sewer; complete as specified
Feet
385.00
378.30
-6.70
$135.00
($904.50
Furnish and install 38" x 60"
HERCP Class III storm
Linear
2055
sewer; complete as specified
Feet
15.00
15.00
$507.00
Furnish and install 4' x 6' box
culvert storm sewer;
Linear
2072
complete as specified
Feet
355.00
354.70
-0.30
$640.00
($192.00)
Furnish and install 5' x 8' box
culvert storm sewer;
Linear
2079
1complete as specified
Feet
430.00
427.00
-3.00
$750.00
$2,250.00
Furnish and install 4' x 6' box
culvert storm sewer with
manhole or inlet riser;
Linear
2096
complete as specified
Feet
16.00
16.00
$800.00
Furnish and install 5'x 8' box
culvert storm sewer with
manhole or inlet riser;
Linear
2103 Icomplete
asspecified
Feet
24.00
22.50
-1.50
$853.00
($1,279.50
Furnish and install 84"
HOBAS storm sewer;
Linear
2113
complete as specified
Feet
150.00
0.00
-150.00
$890.00
$133,500.00)
Furnish and install standard
storm sewer manhole (4'
diameter); complete as
Vertical
2201 Ispecified
Feet
14.50
14.27
-0.23
$380.00
$87.40)
Furnish and install standard
storm sewer manhole (6'
diameter); complete as
Vertical
2203
specified
Feet
7.40
7.38
-0.02
$620.00
($12.40)
Furnish and install standard
storm sewer manhole (8'
diameter); complete as
Vertical
2205 Ispecified
Feet
11.35
13.62
2.27
$1,120.00
$2,542.40
Furnish and install standard
storm sewer inlet manhole (4'
diameter); complete as
Vertical
2213
specified
Feet
7.60
9.46
1.86
$480.00
$892.80
Furnish and install Storm
Sewer Junction Chamber 14-
2225A
5; complete as specified
Each
1.00
1.00
$80,250.00
Furnish and install Storm
Sewer Junction Chamber 14-
2225B
6; complete as specified
Each
1.00
1.00
$65,465.00
Page 3 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACT PRICE
CONTRACT PRICE
Furnish and install Storm
Sewer Junction Chamber 14-
2225C
10; complete as specified
Each
1.00
1.00
$62,460.00
Furnish and install Storm
Sewer Junction Chamber 14-
2225D
11; complete as specified
Each
1.00
1.00
$61,750.00
Furnish and install Storm
Sewer Junction Chamber S -
2225E
5; complete as specified
Each
1.00
1.00
$46,785.00
Furnish and install standard
storm sewer manhole riser (4'
diameter); complete as
Vertical
2227
specified
Feet
13.25
15.13
1.88
$365.00
$686.20
Furnish and install Type 1
2236
inlet; complete as specified
Each
3.00
3.00
$2,155.00
Furnish and install Type 3
inlet (with 18" sump);
2237
complete as specified
Each
19.00
19.00
$2,356.00
Furnish and install 96" storm
sewer casing pipe by
trenchless methods;
Linear
2370
complete as specified
Feet
80.00
80.00
$5,230.00
Furnish and install 6" storm
sewer lateral; complete as
Linear
2400
specified
Feet
175.00
119.00
-56.00
$85.00
($4,760.00
Furnish and install 8" storm
sewer lateral; complete as
Linear
2402
specified
Feet
50.00
51.00
1.00
$95.00
$95.00
Furnish and install storm
sewer marker balls; complete
2404
asspecified
Each
11.00
11.00
$58.00
Furnish and install storm
sewer clay dams; complete
2406
as specified
Each
6.00
5.00
-1.00
$145.00
$145.00)
Furnish; install; maintain; and
remove Type D modified inlet
protection; complete as
2508
specified
Each
68.00
59.00
-9.00
$148.00
$1,332.00)
Sediment removal - Type D
modified inlet protection;
2510
complete asspecified
Each
68.00
1.00
-67.00
$41.00
($2,747.00
Furnish; install; maintain; and
remove stone tracking pad;
2512
complete as specified
Each
1.00
0.00
-1.00
$2,546.00
$2,546.00)
Furnish; install; maintain; and
remove stone bag; complete
2516
asspecified
Each
25.00
18.00
-7.00
$25.00
$175.00)
Furnish; install; maintain; and
remove 12" diameter
sediment logs; complete as
Linear
2518
specified
Feet
380.00
240.00
-140.00
$6.60
$924.00)
Furnish; install; maintain; and
remove turbidity barrier;
2526
complete as specified
Each
1.00
1.00
$1,981.00
Furnish and install topsoil 6"
Square
2600
depth; complete ass ecified
Yards
14.00
14.00
$25.00
Furnish and install turf grass;
Square
2620
complete as specified
Yards
14.001
14.00
$15.00
Page 4 of 13
LKe7►111X-T AaVA"x0iJ\►[e3ZD] 797=f Z'S
ITEM
NUMBER
DESCRIPTION
UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
Furnish and install Class I;
Urban; Type A erosion
control mat; complete as
Square
2632
specified
Yards
14.00
14.001
$10.00
Furnish and install heavy rip -
rap with filter fabric; complete
Square
2650
as specified
Yards
90.00
90.00
$65.00
Rock excavation; complete
Cubic
2750
asspecified
Yards
25.00
0.00
-25.00
$0.01
$0.25
Abandon 8" - 12" storm
Linear
2800
sewer; complete as specified
Feet
455.00
452.00
-3.00
$21.00
$63.00
Abandon 15" and larger
storm sewer; complete as
Linear
2802
specified
Feet
1,020.00
1,294.00
274.00
$35.00
$9,590.00
Remove 30" and smaller
storm sewer; complete as
Linear
2804
specified
Feet
245.00
204.00
-41.00
$85.00
($3,485.00
Remove 33" - 60" storm
Linear
2806
sewer; complete as specified
Feet
25.00
45.00
20.00
$97.001
$1,940.00
Abandon storm sewer
manholes and inlets;
2810
complete as specified
Each
11.00
10.00
-1.00
$425.00
$425.00)
Remove storm sewer
manholes and inlets;
2812
complete as specified
Each
11.00
12.00
1.00
$465.00
$465.00
Connect to existing storm
sewer main; complete as
2850
specified
Each
4.00
5.00
1.00
$890.00
$890.00
Connect to existing storm
sewer lateral; complete as
2852
specified
Each
1.00
4.00
3.00
$405.00
$1,215.00
Connect to existing storm
sewer manhole; complete as
2856
specified
Each
13.00
13.00
$650.00
Connect to existing storm
sewer inlet; complete as
2858
specified
Each
1.00
1.00
$745.00
Storm sewer utility line
opening (ULO); complete as
2914
specified
Each
5.00
6.00
1.00
$660.00
$660.00
Excavation special (storm);
2950
complete asspecified
Tons
1,280.00
3,525.88
2,245.88
$16.001
$35,934.08
Bentonite slurry dam (storm);
2952
complete asspecified
Each
6.00
2.00
-4.00
$333.00
($1,332.00)
Additional cost for using
Nitrile gaskets on box culvert;
2990
lcomplete asspecified
Each
16.001
0.00
-16.00
$468.00
($7,488.00
Additional cost for using Mac
Wrap CR on box culvert;
2991
complete as specified
Each
16.00
9.00
-7.00
$350.00
$2,450.00
Furnish and install absorbent
Lump
2992
boom; complete as specified
Sum
1.00
1.00
$2,021.00
Furnish and install 8" sanitary
sewer (relay); complete as
Linear
3000
specified
Feet
110.00
184.30
74.30
$185.00
$13,745.50
Furnish and install standard
sanitary sewer manhole (4'
diameter); complete as
Vertical
3100
specified I
Feet
4.80
4.80
$485.00
Page 5 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
NUMBER
DESCRIPTION
UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
Furnish and install external
sanitary sewer manhole
chimney seal; complete as
3114
1 specified
Each
1 1.00
5.00
4.00
1 $458.00
$1,832.00
Furnish and install external
sanitary sewer manhole
chimney seal extension;
3116
complete asspecified
Each
1.00
0.00
-1.00
$407.00
$407.00
Furnish and install internal
sanitary sewer manhole
chimney seal; complete as
3118
Ispecified
Each
1 1.00
1.00
$356.00
Furnish and install internal
sanitary sewer manhole
chimney seal extension;
3120
complete as specified
Each
1.00
0.00
-1.00
$305.00
$305.00
Furnish and install 8" x 6"
sanitary sewer factory wyes
or tees; complete as
3210
Ispecified
Each
1 3.00
3.00
$104.00
Furnish and install 6" sanitary
sewer laterals (new);
Linear
3232
complete as specified
Feet
25.00
2.00
-23.00
$165.00
$3,795.00
Furnish and install 4"/6"
sanitary sewer lateral (relay);
Linear
3234
complete as specified
Feet
95.00
137.00
42.00
$165.00
$6,930.00
Furnish and install sanitary
sewer lateral marker balls;
3236
complete as specified
Each
6.00
6.00
$58.00
Furnish and install clay
3238
dams; complete as specified
Each
3.001
2.00
-1.00
$350.00
$350.00)
Furnish and install
connection to existing 8"
3300
mains; complete as specified
Each
1.00
3.00
2.00
$3,250.00
$6,500.00
Closed circuit televising;
Linear
3700
complete as specified
Feet
110.00
184.00
74.00
$5.00
$370.00
Abandon sanitary sewer
manholes; complete as
3800
specified
Each
1.00
1.00
$475.00
Abandon 8" sanitary sewer;
Linear
3802
complete as specified
Feet
220.00
220.00
$20.00
Furnish and install 4" ductile
iron water main (relay) with
polywrap; complete as
Linear
4000
specified
Feet
25.00
17.00
-8.00
$525.00
$4,200.00
Furnish and install 6" ductile
iron water main (relay) with
polywrap; complete as
Linear
,
4002
specified
Feet
186.00
200.70
14.70
$275.00
$4,042.50
Furnish and install 8" ductile
iron water main (relay) with
polywrap; complete as
Linear
4004
specified
Feet
15.00
9.30
-5.70
$265.00
$1,510.50)
Furnish and install 10" ductile
iron water main (relay) with
polywrap; complete as
Linear
4006 Ispecified
Feet
665.00
651.40
-13.60
$158.00
$2,148.80
Page 6 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACT PRICE
CONTRACT PRICE
Furnish and install new 12"
ductile iron water main with
polywrap; complete as
Linear
4026
specified
Feet
400.00
394.00
-6.00
$147.00
$882.00)
Furnish and install 1" water
service (relay); complete as
Linear
4036
specified
Feet
20.00
26.00
6.00
$145.00
$870.00
Furnish and install 1"
corporation and stop box;
4048
complete as specified
Each
1.00
1.00
$465.00
Furnish and install water
service clay dams; complete
4055
as specified
Each
1.00
2.00
1.00
$350.00
$350.00
Furnish and install
connections to existing 6"
water main; complete as
4058
specified
Each
5.00
8.00
3.00
$1,506.00
$4,518.00
Furnish and install
connections to existing 12"
water main; complete as
4064
specified
Each
2.00
3.00
1.00
$2,080.00
$2,080.00
Furnish and install 6" x 6"
water main tee; complete as
4101
specified
Each
1.00
0.00
-1.00
$465.00
$465.00)
Furnish and install 8" x 8"
water main tee; complete as
4111
specified
Each
1.00
1.00
$850.00
Furnish and install 10" x 6"
water main tee; complete as
4119
specified
Each
3.00
3.00
$1,250.00
Furnish and install 12" x 6"
water main tee; complete as
4128
specified
Each
2.00
2.00
$1,450.00
Furnish and install 10" 11-1/4
degree water main bend;
4220
complete as specified
Each
2.00
0.00
-2.00
$1,452.00
($2,904.00)
Furnish and install 4" 45
degree water main bend;
4235
complete asspecified
Each
2.00
0.00
-2.00
$1,197.00
($2,394.00
Furnish and install 6" 45
degree water main bend;
4236
complete as specified
Each
24.00
20.00
-4.00
$1,246.00
($4,984.00
Furnish and install 10" 45
degree water main bend;
4238
Icomplete as specified
Each
7.00
6.00
-1.00
$1,450.00
$1,450.00
Furnish and install 8" x 6"
water main reducer; complete
4264
as specified
Each
2.00
2.00
$1,292.00
Furnish and install 10" x 6"
water main reducer; complete
4266
as specified
Each
1.00
1.00
$1,338.00
Furnish and install 10" x 8"
water main reducer; complete
4267
as specified
Each
1.00
1.00
$1,365.00
Furnish and install 12" x 6"
water main reducer; complete
4269
as specified
Each
1.00
1.00
$1,472.00
Furnish and install 10" water
main plug; complete as
4310
specified
Each
1.00
1.00
$1,215.00
Page 7 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACT PRICE
CONTRACT PRICE
Furnish and install 12" water
main plug; complete as
4311
specified
Each
1.00
1.00
$1,250.00
Furnish and install 4" water
main gate valve; complete as
4400
specified
Each
1.00
0.00
-1.00
$1,918.00
$1,918.00)
Furnish and install 6" water
main gate valve; complete as
4401
specified
Each
7.00
5.00
-2.00
$2,060.00
$4,120.00
Furnish and install 8" water
main gate valve; complete as
4402
specified
Each
1.00
1.00
$2,430.00
Furnish and install 10" water
main gate valve; complete as
4403
specified
Each
5.001
4.00
-1.00
$3,028.00
$3,028.00
Furnish and install 12" water
main gate valve; complete as
4404
specified
Each
2.00
2.00
$3,508.00
Furnish and install 6" x 6"
tapping valve and sleeve;
4419
complete as specified
Each
1.00
1.00
$2,504.00
Furnish and install 12" x 6"
tapping valve and sleeve;
4446
complete as specified
Each
1.00
1.00
$2,675.00
Furnish and install 12" x 10"
tapping valve and sleeve;
4448
complete asspecified
Each
1.00
1.00
$4,078.00
Furnish and install hydrant;
4500
Icomplete as specified
Each
5.001
5.00
$4,508.00
Relocate existing hydrant;
4501
complete as specified
Each
2.00
2.00
$924.00
Jack and bore 24" steel water
main casing pipe; complete
Linear
4702
as specified
Feet
110.00
110.00
$1,650.00
Remove water main;
Linear
4920
complete as specified
Feet
75.00
75.00
$194.00
Excavation special (water);
4990
complete asspecified
Tons
192.50
671.40
478.90
$16.00
$7,662.40
Furnish and install pull box
(steel); 24" x 36"; complete
5016
as specified
Each
44.00
41.00
-3.00
$763.00
$2,289.00
Adjust pull box; complete as
5025
specified
Each
44.00
0.00
-44.00
$152.00
$6,688.00
Remove pull box; complete
5026
as specified
Each
9.00
9.00
$102.00
Remove existing concrete
5027
base; complete as specified
Each
15.00
15.00
$254.00
Furnish and install control
cabinet; complete as
5050
specified
Each
3.00
3.00
$1,018.00
Furnish and install 2"
Schedule 40 PVC; complete
Linear
5120
as specified
Feet
1,020.00
1,020.00
$6.10
Furnish and install 2"
Schedule 80 PVC; complete
Linear
5122
as specified
Feet
250.001
250.00
$6.60
Furnish and install 3"
Schedule 40 PVC; complete
Linear
5130
as specified
Feet
2,370.00
2,370.00
$7.10
Page 8 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
DESCRIPTIONUNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACT PRICE
CONTRACT PRICE
Furnish and install 3"
Schedule 80 PVC; complete
Linear
5132
as specified
Feet
1,545.00
1,545.00
$7.60
Connect to existing conduit;
5184
complete as specified
Each
1.00
1.00
$183.00
Furnish and install 4 gauge
red -coated wire; complete as
Linear
5230
Ispecified
Feet
1 3,300.00
3,000.00
-300.00
$2.10
$630.00
Furnish and install 4 gauge
blue -coated wire; complete
Linear
5237
as specified
Feet
3,300.00
3,000.00
-300.00
$2.10
$630.00)
Furnish and install 6 gauge
green -coated wire; complete
Linear
5242
as specified
Feet
3,300.00
3,000.00
-300.00
$2.10
$630.00
Furnish and install 12 gauge
red -coated wire; complete as
Linear
5270
specified
Feet
426.00
426.00
$1.20
Furnish and install 12 gauge
green -coated wire; complete
Linear
5272
as specified
Feet
426.00
426.00
$1.20
Furnish and install 12 gauge
blue -coated wire; complete
Linear
5277
as specified
Feet
426.00
426.00
$1.20
Furnish and install 14 gauge
green -coated wire; complete
Linear
5282
as specified
Feet
1,265.00
1,415.00
150.00
$1.20
$180.00
Install controller and cabinet;
"CITY supplied"; complete as
5320
specified
Each
3.00
3.00
$2,070.00
Install control cabinet service;
"CITY supplied"; complete as
5325
Ispecified
Each
3.001
0.00
-3.00
$3,250.00
($9,750.00)
Furnish and install 14 gauge
stranded single pair twisted
with shield; complete as
Linear
5356
specified
Feet
1,880.00
1,300.00
-580.00
$1.20
$696.00
Furnish and install 14-21
solid IMSA 19-1 Cable;
Linear
5370
complete as specified
Feet
1,800.00
2,200.00
400.00
$2.60
$1,040.00
Furnish and install 14-7 solid
IMSA 19-1 Cable; complete
Linear
5378
as specified
Feet
488.00
488.00
$1.80
Furnish and install 14-5 solid
IMSA 19-1 Cable; complete
Linear
5380 1
as specified
Feet
248.00
148.00
-100.00
$1.60
$160.00)
Furnish and install 14-3 solid
IMSA 19-1 Cable; complete
Linear
5382
asspecified
Feet
186.00
186.00
$1.60
Install single head fixture,
"City Supplied," complete as
5400
specified
Each
7.00
7.00
$78.00
Install pole and pole top light;
"CITY supplied"; complete as
5410
specified
Each
12.00
12.00
$860.00
Install 10' traffic signal pole
with pedestal base; "CITY
supplied"; complete as
5420
specified
Each
1.00
1.00
$404.00
Install 15' traffic signal pole
with pedestal base; "CITY
supplied'; complete as
5422 Ispecified
Each
4.00
4.00
$505.00
Page 9 of 13
CONTRACT 17-22 CHANGE ORDER 91
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACTPRICE
CONTRACTPRICE
Install 20' traffic signal pole
with transformer base; "CITY
supplied"; complete as
Square
5424
Ispecified
Each
6.00
6.00
-58.40
$986.00
$327.04
Install 30' traffic signal pole
with transformer base; "CITY
supplied"; complete as
5426
specified
Each
2.00
2.00
$986.00
Install 20' trombone arm;
"CITY supplied"; complete as
5428
specified
Each
3.00
3.00
$306.00
Install 25'trombone arm;
"CITY supplied" complete as
5430
Ispecified
Each
5.00
5.00
$306.00
Install traffic control camera;
"CITY supplied"; complete as
5432
specified
Each
2.00
0.00
-2.00
$404.00
$808.00)
Install 5 -section traffic signal
head; "CITY supplied";
5434
complete as specified
Each
8.00
8.00
$164.00
Install 3 -section traffic signal
head; "CITY supplied";
5436
complete as specified
Each
16.00
16.00
$144.00
Install pedestrian signal head
with countdown timer; "CITY
supplied'; complete as
5438
Ispecified
Each
14.00
14.00
$144.00
Install pedestrian push
button; "CITY supplied";
5440
complete as specified
Each
14.00
14.00
$208.00
Furnish and install Type 1
5500
Base; complete as specified
Each
1.00
1.00
$1,245.00
Furnish and install Type 2
5502
Base; complete asspecified
Each
24.00
24.00
$1,245.00
Furnish and install Type 9
P
5506
Base; complete as specified
Each
3.00
3.00
$2,485.00
Furnish and install Type 2
Modified Base; complete as
5508
specified
Each
7.00
7.00
$2,485.00
Furnish and install GLR fuse
5600
holder; complete as specified
Each
38.00
30.00
-8.00
$116.00
($928.00
Furnish and install 5A fuse;
5612
complete as specified I
Each
38.00
30.00
-8.00
$24.00
$192.00)
SUBTOTAL - (BID ITEMS 1010 - 5612)
NET DECREASE TO SECTION I:
ALTERNATE:
$143,416.48 ($411,455.88)
($268,039.40)
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACTPRICE
CONTRACTPRICE
Reinforcing 7" concrete
pavement on East 11th
Avenue; complete as
Square
1301-A
specified
Yards
2,760.00
2,701.60
-58.40
$5.60
$327.04
ALTERNATE:SUBTOTAL
Page 10 of 13
$0.00 ($327.04)
CONTRACT 17-22 CHANGE ORDER #1
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
I
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
Extra cost to provide 8" HES
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACT PRICE
CONTRACT PRICE
Nt I UEGKtA5t TU ALTERNATE: ($327.04)
ADDITIONAL WORK REQUIRED: CO #1
ITEM
NUMBER
DESCRIPTION
UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
Extra cost to provide 8" HES
concete pavement; complete
Square
1-10000
asspecified
Yards
0.00
153.90
153.90
$3.00
$461.70
Extra cost to provide heated
concrete for sidewalk and
driveways; complete as
Cubic
1-10001
specified
Yards
0.00
298.50
298.50
$8.95
$2,671.58
Extra cost to provide single
layer poly for concrete
sidewalk; complete as
Square
1-10002
specified
Yards
0.00
9,368.20
9,368.20
$0.55
$5,152.51
Extra cost to provide single
layer poly for concrete
roadway and curb and gutter;
complete as specified
Square
1-10003
Yards
0.00
1,051.10
1,051.10
$1.75
$1,839.43
Extra cost for cold weather
asphalt operatons; complete
1-100041
asspecified
Tons
0.00
261.92
261.92
$8.00
$2,095.36
Extra cost for 8" HES
concrete curb and gutter on
South Main Street; complete
Square
1-10005
as specified
Yards
0.00
215.50
215.50
$1.10
$237.05
Extra cost to take down and
re -install traffic control for
East 14th Avenue; complete
Lump
1-10006
as specified
Sum
0.00
1.00
1.00
$4,641.92
$4,641.92
Extra cost to remove and
replace damaged pavement
at South Park and Main
Lump
1-10007
Street; complete as specified
Sum
0.00
1.00
1.00
$500.00
$500.00
T & M #2 time and material
storm sewer undercut;
Cubic
1-20000
complete asspecified
Yards
0.00
62.51
62.51
$29.40
$1,837.79
T & M #4 time and material
added steel plates; complete
Lump
1-20001
as specified
Sum
0.00
1.00
1.00
$3,850.00
$3,850.00
T & M #9 time and material
for fixing the blowout of the
existing storm sewer;
Lump
1-20002
complete as specified
Sum
0.00
1.00
1.00
$2,577.36
$2,577.36
T & M #10 time and materials
for adding structural angle
iron to the steel plates for
manholes under asphalt
pavements; complete as
Lump
1-20003
specified
Sum
0.00
1.00
1.00
$2,990.05
$2,990.05
T & M #16 time and materials
for fixing a deteriorated storm
manhole at 12th Avenue and
South Main Street; complete
Lump
1-20004
as specified
Sum
0.00
1.00
1.00
$1,117.85
$1,117.85
Page 11 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
DESCRIPTION
UNIT
CONTRACT
INSTALLED
NET
NET
UNIT
INCREASE IN
DECREASE IN
NUMBER
QUANTITY
QUANTITIES
INCREASE
DECREASE
PRICE
CONTRACT PRICE
CONTRACT PRICE
T & M #17 time and materials
for breaking apart existing
junction chambers which
were pulled out of the ground;
complete as specified
Lump
1-20005
Sum
0.00
1.00
1.00
$845.52
$845.52
T & M #18 time and materials
for installing a temporary
connection from the new box
culvert to the existing storm
sewer on the west side of the
Lump
1-20006
tracks; complete as specified
Sum
0.00
1.00
1.00
$4,006.16
$4,006.16
T & M #19 time and materials
for installing a temporary
connection from the new box
culvert to the existing storm
sewer on the east side of the
Lump
1-20007
tracks; complete as specified
Sum
0.00
1.00
1.00
$8,755.42
$8,755.42
T & M #25A cost to
demobilize to the site (PTS);
Lump
1-20008
complete as specified
Sum
0.00
1.00
1.00
$5,295.00
$5,295.00
T & M #25B cost to set up
and remove pumps for the
system dewatering; complete
Lump
1-20009
as specified
Sum
0.00
1.00
1.00
$1,500.00
$1,500.00
T & M #25C cost to set up
and remove pumps and
generator for the ground
dewatering; complete as
Lump
1-20010
specified
Sum
0.00
1.00
1.00
$900.00
1 $900.00
T & M #25D cost to pick up
and return the steel plate for
the end of the box culvert;
Lump
1-20011
complete as specified
Sum
0.00
1.00
1.00
$336.00
$336.00
T & M #25E cost to remove
frost from both sides of the
railroad tracks; complete as
Lump
1-20012
specified
Sum
0.00
1.00
1.00
$3,058.80
$3,058.80
T & M #25F cost to deliver
84" pipe from Fernau Yard to
the site; complete as
Lump
1-20013
specified
Sum
0.00
1.00
1.00
$2,506.00
$2,506.00
T & M #25G cost to
demobilize and re -mobilize to
the site (Boremaster);
Lump
1-20014
complete asspecified
Sum
0.00
1.00
1.00
1 $6,300.00
$6,300.00
T & M #25H cost for extra 84"
steel pipe; complete as
Linear
1-20015
specified
Feet
0.00
70.00
70.00
$829.50
$58,065.00
T & M #251 cost for welding
the 84" steel pipe; complete
1-20016
as specified
Each
0.00
9.00
9.00
$3,780.00
$34,020.00
T & M #25J cost for installing
the rails for the 84" steel
Lump
1-20017
pipe; complete asspecified
Sum
0.00
1.00
1.00
$14,175.00
$14,175.00
T & M #25K cost for installing
the 84" steel pipe; complete
Linear
1-20018
as specified
Feet
0.00
155.00
155.00
$552.00
$85,560.00
Page 12 of 13
CONTRACT 17-22 CHANGE ORDER #1
ITEM
NUMBER
DESCRIPTION
UNIT
CONTRACT
QUANTITY
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
UNIT
PRICE
INCREASE IN
CONTRACT PRICE
DECREASE IN
CONTRACT PRICE
T & M #251- cost for cutting
the front steel sheeting for
the installation of the 84"
steel pipe; complete as
1-20019
specified
Each
0.00
1.00
1.00
$4,250.00
$4,250.00
T & M #21 cost for downtime
for AT&T conflict for 84"
storm sewer bore; complete
Lump
1-20020
as specified
Sum
0.00
1.00
1.00
$72,219.60
$72,219.60
T & M #11 cost for structural
engineering and extra
structural work at the railroad;
Lump
1-20021
1complete asspecified
Sum
0.00
1.00
1.00
$13,687.12
$13,687.12
Cost for excess Mac Wrap
joints wraps delivered to the
1-20022
City; complete as specified
Each
0.00
7.00
7.00
$270.42
$1,892.94
T & M #1 time and materials
to lower 12" water main at the
interesection of 11th Avenue
and South Main Street
because of storm sewer
conflicts; complete as
Lump
1-40001
specified
Sum
0.00
1.00
1.00
$15,583.14
$15,583.14
T & M #3 time and materials
to cut out the existing hydrant
tee on East 11th Avenue;
Lump
1-40002
complete as specified
Sum
0.00
1.00
1.00
$2,341.02
$2,341.02
T & M #8 time and materials
to install temporary water for
Oshkosh Area School District
Maintenance Building;
Lump
1-40003
complete as specified
Sum
0.00
1.00
1.00
$1,686.97
$1,686.97
T & M #13 time and materials
to lower the water main at
14th and Main Street
Intersection; complete as
Lump
1-40004 1
specified
Sum
0.00
1.00
1.00
$6,492.93
$6,492.93
T & M #24 time and materials
to add extra boring of South
Main Sreet to the contract;
Lump
1-50001
complete as specified
Sum
0.00
1.00
1.00
$16,971.68
$16,971.68
ADDITIONAL WORK REQUIRED: CO #1 (ITEMS 1-10000 - 1-40003) - SUBTOTAL $390,420.90 $0.00
NET INCREASE TO CO #1: $390,420.90
NET INCREASE TO SECTION I: $533,837.38
NET DECREASE TO SECTION I: ($411,782.92)
NET INCREASE TO CONTRACT: $122,054.46
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