HomeMy WebLinkAbout08-68FEBRUARY 26, 2008 08 -68 RESOLUTION
(CARRIED 7 -0 LOST LAID OVER WITHDRAWN )
PURPOSE: CHANGE ORDER NO. 2, PUBLIC WORKS CONTRACT NO. 07 -04
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:
Vinton Construction Co.
PO Box 1987
Manitowoc, WI 54221 -1987
Net Increase to contract: $26,535.47
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct.
No.
315 - 0410 - 7480 -00000
Street Improvement Fund
Acct.
No.
541 - 1810 - 1799 -00000
Water Utility- Construction in Progress
Acct.
No.
551 - 1910 - 1799 -00000
Sewer Utility- Construction in Progress
Acct.
No.
561 - 2010 - 1799 -00000
Storm Water Utility- Construction in Progress
CHANGE ORDER # 2
DATED: February 19, 2008
TO: Vinton Construction Co.
P.O. Box 1987
Manitowoc, WI 54221 -1987
Your present contract with the City of Oshkosh, Contract No. 07 -04 is hereby amended
and changed as follows:
NET DECREASE TO: SECTION F- CONCRETE PAVING ($61,027.69)
NET INCREASE TO: SECTION 11- STORM SEWER $25,774.64
NET DECREASE TO: SECTION III - SANITARY SEWER ($1,549.10)
NET INCREASE TO: SECTION IV -WATER MAIN $17,532.82
NET DECREASE TO CREDIT - ALTERNATE B - (Crushed Concrete) $45,804.80
NET INCREASE TO CONTRACT: $26,535.47
CITY OF OSHKOSH
BY:
Recommended: City Manager
Director of. Public Works City Clerk
Approved and acce ted:
` 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
SECTION I CONCRETE PAVING
CONTRACT: 07 -04 CHANGE ORDER # 2
Approx. 15,175 square
/NCREASEIN
DECREASE1N
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
Approx. 15,175 square
100.
yards of pavement
removal, complete as
specified, per square yard
Approx. 49,375 square feet
15,175.00
14,798.50
- 376.50
$1.91
($719.12)
101.
of sidewalk and driveway
removal, complete as
specified, per square foot
.49,375.00
51,373.60
1,998.60
$0.33
$659.54
102.
Approx. 21,050 cubic yards
of excavation, complete as
specified, per cubic yard
21,050.00
20,715.30
- 334.70
$6.36
($2,128.69
103.
Approx. 9,085 square yards
-
of 7" non-
reinforced concrete
pavement, plain, 5" base
material and grading,
complete as specified, per
9,085.00
9,479.20
394.20
$23.00
$9,066.60
square and
104.
Approx. 23,900 square
yards of 7" non - reinforced
concrete pavement,
including integral curb,
5" base material and
grading, complete as
specified, per square and
23,900.00
23,663.30
- 236.70
$23.00
$5,444.10)
105.
Approx. 19,165 square
yards of 7" non - reinforced
concrete pavement,
including integral curb and
grading, (base in place),
complete as specified, per
square yard
19,165.00
18,452.50
- 712.50
$20.62
($14,691.75)
106.
Approx. 5,840 square yards
of 8" non - reinforced
concrete pavement, plain,
including 6" base material
and grading, complete as
specified, per square yard
5,840.00
5,785.00
-55.00
$25.82
$1,420.10)
107.
Approx. 3,650 square yards
of 8" non - reinforced H.E.S.
concrete pavement,
including integral curb, 6"
base material and grading,
complete as specified, per
square yard
3,650.00
3,634.30
-15.70
1 $36.93
($579.80)
Page 1
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASEIN
CONTRACT
DECREASEIN
CONTRACT
DESCRIPTION
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
108. Approx. 17,775 square
yards of 8" doweled
concrete pavement,
including integral curb and
grading (base in place),
complete as specified, per
square and
17,775.00
17,418.50
- 356.50
$22.97
($8,188.81)
109. Approx. 3,750 linear feet of
12" wide radius curb head,
complete as specified, per
linear foot
3,750.00
3,545.70
- 204.30
$2.00
$408.60)
110. Approx. 4,975 linear feet of
standard 30" curb & gutter,
7 ", (mainline), complete as
specified, per linear foot
4,975.001
4,784.00
- 191.00
$7:91
$1,510.81
111. Approx. 2,190 linear feet of
standard 30" curb & gutter,
8 11 ; (mainline), complete as
specified, per linear foot
2,190.00
2,109.90
-80.10
$7.91
($633.59)
112. Approx. 800linear feet of
standard 30" curb & gutter,
7 ", (tie -in), complete as
specified, per linear foot
800.00
706.20
-93.80
$16.50
($1,547.70)
113. Approx. 310 linear feet of
standard 18" curb & gutter,
(base in place) 8"
thickness, complete as
s ecified, er linear foot
310.00
270.10
-39
$14.00
($558.60
114. Approx. 165 linear feet of
standard 36' curb & gutter
(mountable), 8" thickness,
complete as specified, per
153.90
-11.10
$15.00
($166.50)
linear foot
165.00
115. Approx. 370 linear feet of
sidewalk curb, complete as
specified, per linear foot
370.00
31.50
- 338.50
$9.00
($3,046.50)
116. Approx. 29,950 square feet
of 4" concrete sidewalk,
complete as specified, per
28,390.20
- 1,559.80
$2.70
$4,211.46)
square foot
29,950.00
117. Approx. 59,700 square feet
of 6" concrete sidewalk &
driveway, complete as
specified, per square foot
59,700.00
58,415.90
- 1,284.10
$3.09
1 1
($3,967.87)
118. Approx. 70 square feet of
4" concrete flume,
complete as specified, per -0 70 $4,55
s uare foot 70.00 69.30
119. Approx. 4,190 square feet v
of 8" concrete sidewalk &
driveway, complete as
specified, per square foot _g51.10 $3.47
4,190.00 3,238.90
19
Page 2
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 3
INCREASE IN
DECREASEIN
ITEM
DESCRIPTION
CONTRACT
QUANTITIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COST PER
UNIT
CONTRACT
PRICE
CONTRACT
PRICE
NUMBER
120.
Approx. 360 square yards
of 3 1/4" asphaltic
concrete driveway,
complete as specified, per
and
360.00
144.10
- 215.90
$27.14
($5,859.53)
square
121,
Approx. 130 square yards
of 3 1/4" asphaltic
concrete pavement, with
base, complete as
specified, er s uare and
130.00
119.30
-10.70
$24.30
($260.01)
122.
Approx. 2,740 square
yards of 3 114" asphaltic
concrete transition, with
-
base, complete as
2,740.00
1,962.60
- 777.40
$23.20
($18,035,68)
s ecified, er s uare and
123.
Approx. 490 square yards
of 5" asphaltic concrete
transition, with base,
complete as specified, per
490.00
614.30
124.30
$25.80
$3,206.94
square yard
124.
Approx. 765 square yards
of 2" asphaltic concrete
pavement, over 7" concrete
base course, complete as
specified, per square yard
765.00
285.00
- 480.00
$38.05
($18,264.00)
125.
Furnish and install approx.
6,690 tons of crushed
stone base course,
complete as specified, per
6,690.00
2,324.34
- 4,365.66
$7.95
($34,707.00
ton
126.
Approx. 5,050 linear feet
of sawing, complete as
specified, per linear foot
5,050.00
4,834.30
- 215.70
$1.40
($301.98
127. .
Furnish and install approx.
1,150 pavement ties (epoxy
coated), complete as
specified, each
1,150.00
1,238.00
88.00
$6.00
$528.00
128.
Adjust approx. 400
manholes and inlets,
complete as specified,
400.00
395.00
-5.00
$210.00
($1,050.00)
each
129.
Furnish and install approx.
1,500 linear feet of No. 4
reinforcing bars (epoxy
coated), complete as
$0.60
specified, per linear foot
1,500.00
1,500.00
130.
Furnish and install three (3)
trees, complete as
each
3.00
6.00
3.00
$225.00
$875.00
specified,
131.
Remove approx. 200
square yards of trees,
bushes, stumps, and
boulders, complete as
$1.00
s ecified er s uare vard
200-001
200.00
Page 3
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 4
INCREASEIN
DECREASE IN
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
DESCRIPTION
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
132. Remove approx. 90 LD. of
trees and stumps,
complete as specified, per
90.00
126.00
36.00
$ 25.00
$900.00
inch diameter
133. Remove and replace
approx. 25 rural -type
mailboxes, complete as
25.00
6.00
-19.00
$20.00
($380.00)
s ecified ea ch
134. Provide and install approx.
1,620 square feet of metal
detectable warning plates,
complete as specified, per
1,620.00
1,584.00
- 36.00
$26.00
($936.00
square foot
135. Terrace work on Atlas
Avenue, complete as
$36,800.00
specified, lum sum
1.00
1.00
136. Terrace work on Arthur
Avenue, complete as
$150.00
s ecified, lum sum
1.00
1.00
137. Terrace work on
Beachcomber Street,
complete as specified,
$988.00
lum sum
1.00
1.00
138. Terrace work on Coolidge
Avenue, complete as
$1,650.00
s ecified, lum sum
1.00
1.00
139. Terrace work on Gibson
Court, complete as
1.00
1..00
$13,165.00
s ecified, lum sum
140. Terrace work on Global
Parkway, complete as
$6,185.00
specified lum sum
1.00
1.00
141. Terrace work on Hawk
Street, complete as
$3,340.00
specified, lum sum "
1.00
1.00.
142. Terrace work on Hillwood
Run, complete as
1.00
0.00
-1.00 $8,013.00.
($8,013.00)
s ecified, lum sum
143. Terrace work on Iowa
Street (18th Ave. to South
Park Ave.), complete as
$19,300.00
specified, lump sum
1.00
1.00
144. Terrace work on Iowa
Street (South Park Ave. to
W. 6th Ave.), complete as
$15,750.00
specified, lump sum
1.00
1.00
145. Terrace work on E. Irving
Avenue, complete as
$9,975.00
specified, lump sum
1.00
1.00
146. Terrace work on N. Lark
Street (Southland Ave. to
Taft Ave.), complete as
$11,875.00
specified, lum sum
1.00
1.00
147. Terrace work on N. Lark
Street (Taft Ave. to Arthur
Ave.), complete as
1.00
1.00
$13,430.00
s ecified, lum sum
Page 4
CONTRACT: 07 -04 CHANGE ORDER # 2
SECTION I - (BID ITEMS 100 -156) - SUB - TOTALS
ADDITIONAL WORK REQUIRED: C.O. # 2- SECTION I
$15,981.08 ($143,879.71)
min ana vvena r li
Approx. 593.5 square yards
of 7" concrete base course,
complete as specified, per
so. yard
ems ,.7, - Ioal
593.50
593.50
$28.20
INCREASE IN
DECREASE IN
ITEM
Approx. 434.8 square yards
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
148.
Terrace work on Lilac
Street, complete as
specified, lump sum
1.00
1.00
434.80
$350.00
$4,500.18
149.
Terrace work on Plymouth
Street, complete as
specified, lump sum
1.00
1.00
59.00
$150.00
$1,888.00
150.
Terrace work on Quail Run
Drive, complete as
specified, lump sum
1.00
1.00
$17,625.00
151.
Terrace work on Shorebird
Court, complete as
specified, lump sum
1.00
1.00
$9,775.00
152.
Terrace work on W. South
Park Avenue, complete as
specified, lump sum
1.00
1.00
$150.00
153.
Terrace work on Zacher
Drive, complete as
specified, lump sum
1.00
0.00
-1.00
$3,545.00
$3,545.00)
154.
Terrace work on W. 17th
Avenue, complete as
'
s ecified, lump sum
1.00
1.00
$150.00
155.
Profile sawcut approx. 10
linear feet of concrete curb
-
for wheel chair ramp,
compete as specified, per
28.90
18.90
$50.001
$945.00
linear foot
10.00
156.
Provide $700.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
$700.00
1.00
1.00
SECTION I - (BID ITEMS 100 -156) - SUB - TOTALS
ADDITIONAL WORK REQUIRED: C.O. # 2- SECTION I
$15,981.08 ($143,879.71)
W.17th Avenue
157
min ana vvena r li
Approx. 593.5 square yards
of 7" concrete base course,
complete as specified, per
so. yard
ems ,.7, - Ioal
593.50
593.50
$28.20
INCREASE IN
DECREASEIN
ITEM
Approx. 434.8 square yards
CONTRACT
INSTALLED
NET
NET
COUNIT
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
W.17th Avenue
157
min ana vvena r li
Approx. 593.5 square yards
of 7" concrete base course,
complete as specified, per
so. yard
ems ,.7, - Ioal
593.50
593.50
$28.20
$16,736.70
158
Approx. 434.8 square yards
of 7" concrete base course
on south side of W. 17th
Ave., per square yard
434.80
434.80
$10.35
$4,500.18
159
Approx. 59 linear feet of
remove and replace 24"
curb and gutter, per linear
59.00
59.00
$32.00
$1,888.00
foot
CONTRACT: 07 -04 CHANGE ORDER # 2
Miscellaneous
txtras - Items - loo
INCREASE IN
DECREASE IN
ITEM
Furnish and install washed
CONTRACT
INSTALLED
NET
NET
COSTPER
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
160
Preparation of foundation
1.00
1.00
$100.00
$100.00
167
for Asphalt Paving on W.
1.00
$1,570.00
$1,570.00
17th Ave. IUMP sum
1.00
161
Approx. 1,832.4 square
1.00
1.00
$1,275.00
$1,275.00
168
yards of asphalt pavement
milling on W. 17th Ave.,
1,832.40
1,832.40
$2.35
$4,306.14
per s and
32.00
32.00
$81.25
$2,600.00
162
Additional terrace work on
169
W. 17th Ave., lump sum
1.00
1.00
$780.00
$780.00
163
Approx. 150 gallons tack
coat on W. 17th Ave., per
150.00
150.00
$4.00
$600.00
g allon
164
Approx. 177.44 tons of
Asphaltic Concrete Binder
on W. 17th Ave:, per ton
177.44
177.44
$60.50
$10,735.12
165
Approx. 176.47 tons of
364.80
364.80
$11.85
$4,322
171
Asphaltic Concrete Surface
Material on W. 17th Ave.,
176.47
176.47
$64.50
$11,382.32
erton
1.00
1.00
$1,625.00
$1,625.00
Miscellaneous
txtras - Items - loo
166
Furnish and install washed
stone landscaping material
on W. 17th Ave., lump sum
1.00
1.00
$100.00
$100.00
167
Additional terrace work on
Van Buren Ave. for new
sidewalk construction &
storm lateral, lump sum
1.00
1.00
$1,275.00
$1,275.00
168
Approx. 32 linear feet of
18" - 24" concrete retaining
wall at 9th Ave. & Iowa St.,
32.00
32.00
$81.25
$2,600.00
er linear foot
169
Preparation of foundation .
for Asphalt Paving at E.'
Irving Ave., and Hazel St.,
1.00
1.00
$1,641.00
$1,641.00
lum sum
170
Approx. 364.8 square feet
of 2" asphaltic pavement at
E. Irving Ave. & Hazel St.
(east side), per sq. yard
364.80
364.80
$11.85
$4,322
171
Mill existing concrete
pavement at west side of
intersection E. Irving Ave.
1.00
1.00
$1,625.00
$1,625.00
& Hazel St.. Lump sum
172
Furnish and install approx.
32.7 tons of Asphaltic
Concrete Surface Material
due to increased thickness,
various locations, per ton
32.70
32.70
$85.89
$2,808.60
ADDITIONAL WORK: C.O. # 2 -(ITEMS 157 -172) -SUB-TOTAL $66,870.94 $0.00
NET DECREASE TO: SECTION I - ($61,027.69)
Page 6
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 7
INCREASEIN
DECREASEIN
ITEM
CONTRACT INSTALLED
NET NET
COST PER
UNIT
CONTRACT
CONTRACT
NUMBER
DESCRIPTION QUANTITIES QUANTITIES
INCREASE DECREASE
PRICE
PRICE
ALTERNATE B - Item 500 (Credit)
500.
Credit item for approx.
14,000 tons of salvaged
crushed concrete base
course supplied by the
City. Credit paid to the City
14,000.00 2,548.80
- 11,451.20
1;4.00
$45,804.80
ertori
ALTERNATE B - Item 500 (credit) - SUB - TOTALS
$0.00
$45,804.80
SECTION
II - STORM SEWER
INCREASE IN
DECREASE IN
ITEM
CONTRACT INSTALLED
NET NET J!�t
CONTRACT
CONTRACT
.
NUMBER
D
QUANTITIES QUANTITIES
INCREASE DECREA
PRICE
PRICE
200.
Furnish and install approx.
150 linear feet of 8" Storm
Sewer, complete as
specified, per linear foot
150.00 156.60
6.60
$22.00
$145.20
201.
Furnish and install approx.
3,915 linear feet of 12"
Storm Sewer, complete as
specified, per linear foot
3,915.00 3,927.99
12.99
$32 80
$426.07
202.
Furnish and install approx.
550 linear feet of 12" RCP
Class III Storm Sewer,
complete as specified, per
550.00 559.47
9.47
$29 50
$279.37
linear foot
203.
Furnish and install approx.
500 linear feet of 15" Storm
Sewer, complete as
specified, per linear foot
500.00 498.31
-1.69
$35.85
($60.59)
204.
Furnish and install approx.
35 linear feet of 15' RCP
Class 111 Storm Sewer,
complete as specified, per
35.00 236.00
201.00
$40.10
$8
linear foot
205.
Furnish and install approx.
15 linear feet of 18" Storm
Sewer, complete as
$85.00
($425.00)
specified, per linear foot
15.00 10.00
-5.00
206.
Furnish and install approx.
160 linear feet of 21" RCP
Class 111 Storm Sewer,
complete as specified, per
$61.00
($269.62)
linear foot
160.00 155.58
-4.42
207.
Furnish and install approx.
35 linear feet of 24" Storm
Sewer, complete as
specified, per linear foot
35.00 22.50
-12.50
$96.00
($1,200.00)
208.
Furnish and install approx.
430 linear feet of 14" x 23"
HERCP Class HE -III
Storm Sewer, complete as
-6.76
$47.10
($318.40)
specified, per linear foot
430.00 423.24
Page 7
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
209.
Furnish and install approx.
35 linear feet of 24" x 38"
HERCP Class HE -III
Storm Sewer, complete as
specified, per linear foot
35.00
32.00
-3.00
$83.00
($249.00)
210.
Furnish and install approx.
275 linear feet of 29" x 45"
HERCP Class HE -111 .
Storm Sewer, complete as
specified, per linear foot
275.00
270.27
-4.73
$74.70
($353.33)
211.
Furnish and install approx.
55 linear feet of 34" x 53"
HERCP Class HE -111 Storm
Sewer, complete as
specified, per linear foot
55.00
0.00
-55.00
$112.50
($6,187.50)
212.
Furnish and install approx.
25 linear feet of 38" x 60"
HERCP Class HE -Ill Storm
Sewer, complete as
specified, per linear foot
25.00
89.77
64.77
$125.00
$8,096.25
213.
Furnish and install approx.
six (6) Std. Type I Inlets
(24" inside diameter with
18" sump) without castings,
complete as specified,
-1.00
$640.00
"
($640.00
each
6.00
5.00
214.
Furnish and install approx.
98 Std. Inlets (Type 3 with
18" sump) with castings,
complete as specified,
98.00
97.00
-1.00
$1,100.00
($1,100.00)
each
Furnish and install approx.
215.
one (1) modified Type 3
Inlets (w /o sump) with
castings, complete as
specified, each
1.00
4.00
1 3.00
$1,175.00
$3,525.00
216.
Not used
Furnish and install approx.
217.
63.00 vertical feet of std.
Storm Manhole (4' Inside
Diameter) in 22 locations
Without castings, complete
as specified, per vertical
63.00
63.66
0.66
$350.00
$231.00
foot
218.
Furnish and install approx.
9.00 vertical feet of std.
Storm Manhole (5' Inside
Diameter) in two (2)
locations without castings,
complete as specified, per
8.34
-0.66
$418.00
($275.88)
vertical foot
9.00
219.
Not used
Page 8
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 9
INCREASE IN
DECREASE IN
ITEM
CONTRACT
INSTALLED
NET
NET
COSTPER
UNIT
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
PRICE
PRICE
220.
Furnish and install approx.
8.00 vertical feet of std.
Storm Inlet Manhole (4'
Inside
Diameter) in two (2)
locations
with casting,
complete as specified, per
vertical foot
8.00
11.46
3.46
$350.00
$1,211.00
221.
Furnish and install approx.
39.00 vertical feet of std.
Storm Inlet Manhole (5'
Inside Diameter) in six (6)
locations with casting,
complete as specified, per
38.59
- 0.41
$418.00
($171.38
vertical foot
39.00
222.
Furnish and install approx.
31.50 vertical feet of std.
Storm Box Inlet Manhole in
seven (7) locations with
casting, complete as
specified, per vertical foot
31.50
21.30
-10.20
$731.00
($7456.20)
223.
Reconstruct approx. one
(1) Storm Manhole,
-
complete as specified,
1.00
3.00
2.00
$ 900.00
$1,800.00
each
224.
Reconstruct approx. two
(2) Storm Box Manhole,
complete as specified,
2.00
1.00
-1.00
$1,600.00
$1,600.00)
each
225.
Rebuild approx. 28.00
vertical feet of Storm
Manhole (4 Inside
Diameter) in eight (8)
locations, with base,
complete as specified, per
28.03
0.03
$500.00
$15.00
vertical foot
28.00
226.
Rebuild approx. 37.50
vertical feet of Storm
Manhole (5' Inside
Diameter) in eight (8)
locations, with base,
complete as specified, per
37.50
35.56
-1.94
$500.00
($970.00)
vertical foot
227.
Rebuild approx. 36.00
vertical feet of Storm Box
Manhole in nine (9)
locations, with base,
complete as specified, per
30.42
-5.58
$970.00
($5,412.60)
vertical foot
36.00
228.
Rebuild approx 9.50
vertical feet of Storm Inlet_
Manhole (5' Inside
Diameter) in one (1)
location with base and
casting, complete as
9.50
5.62
-3.88
$418.00
($1,621.84)
s ecified per vertical foot
Page 9
CONTRACT: 07 -04 CHANGE ORDER # 2
SECTION II - (BID ITEMS 200 - zs /) - burs -, v,
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION II
ITEM
NUMBER
1 245
DESCRIPTION
Additional labor, equipment
and materials to relay 7.0
lineal feet of 36" R.C.P
Storm Sewer on Iowa
Street, per Invoice #6417,
INCREASEIN DECREASEIN
CONTRACT INSTALLED NET
LR OS ER CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DESE UNIT pR /CE PRICE
lS��ili7
1.00
Page 10
INCREASE IN
DECREASE IN
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
UNIT
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
PRICE
PRICE
Rebuild approx. 4.50
229.
vertical feet of Storm Box
Inlet Manhole in one (1)
location, with base and
casting, complete as
specified er vertical foot
Reconstruct approx. 65
4.50
13.17
8.67
$700.00
$6,069.00
230.
linear feet of 10' x 4'
reinforced concrete box
culvert, re -use existing
base, complete as
s ecified per linear foot
65.00
65.70
0.70
0 00
$308.00
231.
Furnish and install approx.
6,310 linear feet of 6"
Storm Lateral, complete as
specified, per linear foot
6,310.00
6,467.50
157.50
$27.50
$4,331.25
232.
Abandon approx. 97 Inlets
or Manholes, complete as
specified, each
97.00
. 95.00
-2
$275.00
$550.00)
233.
Abandon approx. 2215
lineal feet of 8" -12" storm
sewer, completed as
$9.00
specified, per linear foot
2,215.00
2,21,5.00
234.
Abandon approx. 460
lineal feet of 15" storm
sewer, completed as
s ecified, er linear foot.
460.00
789.00
329.00
$9.00
$2,961.00
235.
Furnish, install and
maintain Type "C" Inlet
Protection in 360 locations,
complete as specified,
360.00
362.00
2.00
$35.00
$70.00
each
236.
Furnish and install approx.
420 storm lateral marker
balls, complete as
s ecified each
420.00
432.00 -,
12.00
$10.00
$120.00
237.
Provide $700.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
$700.00
1.00
1.00
-
«NO 0124 4A1
SECTION II - (BID ITEMS 200 - zs /) - burs -, v,
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION II
ITEM
NUMBER
1 245
DESCRIPTION
Additional labor, equipment
and materials to relay 7.0
lineal feet of 36" R.C.P
Storm Sewer on Iowa
Street, per Invoice #6417,
INCREASEIN DECREASEIN
CONTRACT INSTALLED NET
LR OS ER CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DESE UNIT pR /CE PRICE
lS��ili7
1.00
Page 10
CONTRACT: 07 -04 CHANGE ORDER # 2
INCREASE IN DECREASE IN
ITEM CONTRACT INSTALLED NET NET COSTPER CONTRACT CONTRACT
UNIT
DESCRIPTION PRICE PRICE
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE
246
Additional labor, equipment
and materials to relay 14.0
lineal feet of 30" R.C.P.
storm sewer from MH 1 -71
to MH 1 -72, per Invoice
#6418, lump sum
1.00
1,00
$831.04
$831.04
Additional labor, equipment
247
and materials to relay 16
lineal feet of 30" R.C.P.
storm sewer from MH 1 -73
to MH 1 -74, per Invoice
#6419, lump sum
1.00
1.00
$949.76
$949.76
248
Additional labor, equipment
and materials to move
inlets on Coolidge Avenue,
per Invoice #6420, lump
1.00
1.00
$5,157.77
$5,157.77
sum
249
Additional labor, equipment
and materials to
reconstruct 4' diameter
concrete block manhole @
Iowa St. & South Park
Ave., per Invoice #6421,
1.00
1.00
$669.30
$669.30
lump sum
250
Restocking charge for
inlets not used due to
grade changes, per Invoice
1.00
1.00
$1,399.66
$1,399.66
#6423, lump sum
251
Additional labor, equipment
and materials to relay 14.0
lineal feet of 21" R.C.P.
storm sewer @ 14th Ave.
and Iowa St., per Invoice
#6425, lump sum
1.00
1.00
$1,454.00
$1,454.00
252
Additional labor, equipment
and materials to construct
6' diameter inlet MH 1 -48,
per invoice #6634, lump
1:00
1.00
$4,965.06
$4,965.06
sum
253
Additional labor, equipment
and materials to furnish
and install connection of
extra storm lateral at
Station 0 +95 on Quail Run,
per Invoice #6638, lump
1.00
1.00
$250.00
$250.00
sum
254
Additional labor and
equipment to alter existing
manhole to lower bench for
proper pitch in storm sewer
between MH LA62 to MH
LA57, per Invoice #6637,
1.00
1.00
$641.25
$641.25
' lump sum
e --VAI
@4R QR7 74
QO.00
ADDITIONAL WUKK: G.U. 9 z I -- -
NET INCREASE TO: SECTION II - $25,774.64
Page 11
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM DESCRIPTION
N UMBER
SECTION III - SANITARY SEWER
ITEM DESCRIPTION
NUMBER
INCREASEIN DECREASE IN
CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
INCREASEIN DECREASE IN
CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
Page 12
300.
Furnish and install approx.
5,860
linear feet of 8"
Sanitary Sewer
(Relay
/New), complete as
specified, per linear foot
5,860.00
5,846.63
-13.37
$61.50
($822.25
301.
Furnish and install approx.
39.40 vertical feet of 8"
Sanitary Sewer Drop,
complete as specified, per
42.59
3.19
$300.00
$957.00
vertical foot
39.40
302.
Furnish and install approx.
1,200 linear feet of 10"
Sanitary Sewer
ly /New), complete as
ified, er linear foot
1,200.00
1,172.06
-27.94
$63.75
($1,781.18)
30sh
and install approx.
0 vertical feet of 10"
tary
Sewer Drop,
plete as specified, per
10.50
12.50
2.00
$320.00
$640.00
vertical foot
304.
Furnish and install approx.
2,100 linear feet of 12"
Sanitary Sewer
(Relay /New), complete as
s ecified, erlinearfoot
2,100.00
2,105.96
5.96
$68.00
$405.28
305.
Furnish and install approx.
2.00 vertical feet of 12"
Sanitary Sewer Drop,
complete as specified, per
2.00
3.78
1.78
$370.00
$658.60
vertical foot
306.
Furnish and install approx.
1,325 linear feet of 18"
Sanitary Sewer Relay,
complete as specified, per
1,325.00
1,330.18
5.18
$95.00
$492.10
linear foot
-
307.
Furnish and install approx.
3.25 vertical feet of 18"
Sanitary Sewer Drop,
complete as specified, per
3.25
1.50
-1.75
$355.00
($621.25)
308.
Excavate approx. 1600
cubic yards of rock,
complete as specified, per
1,600.00
1,135.40
- 464.60
$62.00
($28,805.20)
cubic and
309.
Furnish and install approx.
548 vertical feet of Std.
Sanitary Manhole (4' Inside
Diameter) in 50
locations, complete as
specified, without casting,
548.00
561.52
13.52
$165.00
$2,230.80
er vertical foot
Page 12
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 13
INCREASE IN
DECREASE IN
ITEM
CONTRACT
INSTALLED
NET
NET
COSTPER
UNIT
CONTRACT
CONTRACT
NUMBER
DE SCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
PRICE
PRICE
Furnish and install approx.
310.
8.50 vertical feet of Std.
Sanitary Manhole (5' Inside
Diameter) in one location,
complete as specified,
without casting, per vertical
8.50
0.00
- 8.50
$400.00
($3,400.00
foot
Rebuild with bases,
311.
approx. 46.00 vertical feet
of existing Sanitary
Manhole (4' Inside
Diameter) in 5 locations,
complete as specified,
without casting, per
46.00
34.43
- 11.57
$240.00
($2,776.80)
vertical foot
Rebuild without base,
312.
approx. 18.10 vertical feet
of existing Sanitary
Manhole (4' Inside
Diameter), iri one location,.
complete as specified,
without casting, per vertical
foot
18.10
17.85
- 0.25
$405.00
($101.25)
Furnish and install approx.
313.
one (1) 8" x 4" saddle,
complete as specified,
1.00
0.00
-1.00
$60.OD
($60.00)
each
Furnish and install approx.
314.
one (1) 10" x 4" saddle,
complete as specified,
1.00
0.00
-1.00
$70.00
($70.00)
each
Furnish and install approx.
315.
one (1) 12" x 4" saddle,
complete as specified,
1.00
0.00
-1.00
$85.00
($85.00)
each
Furnish and install approx.
316.
one (1) 8" x 4" factory wye,
complete as specified,
1.00
5.00
4.00
$60.00
$240.00
each
Furnish and install approx,
317.
116 8" x 6" factory wyes,
completed as specified,
116.00
124.00
8.00
$60.00
$480.00
each
Furnish and install approx.
318.
44 10" x 6" factory wyes,
completed as specified,
44.00
17.00
-27.00
$103.00
($2,781.00)
each
Furnish and install approx.
319.
4 12" x 6" factory wyes,
completed as specified,
4.q2L
24.00
20.00
$140.00 $2,800.00
each
Furnish and install approx.
320.
21 18" x 6" factory wyes,
completed as specified,
21.00
- 33.00
12.00
1 $310.00 $3,720.00
each
Page 13
CONTRACT: 07 -04 CHANGE ORDER# 2
332. Abandon approx. 45 lineal
feet of 27" sanitary sewer,
completed as specified, per
lineal'foot 45.00 45.00
333. Abandon approx. 45 lineal
feet of 30" sanitary sewer,
completed as specified, per
lineal foot 45.00 45.00
Page 14
INCREASEIN
DECREASEIN
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
UNIT
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
PRICE
PRICE
321.
Furnish and install approx.
5,450
linear feet of 6"
Sanitary Lateral
New /Relay, complete as
specified, per linear foot
5,450.00
2,829.75
_2,620.25
$47.00
($123,151.75
322.
Furnish and install approx.
190 linear feet of 4" New
Sanitary Lateral, complete
as specified, per linear foot
190.00
2,718.55
2,528.55
$46.00
$116,313.30
323.
Furnish and install approx.
30 connections of new
sanitary main to existing
main, (various locations
and sizes), completed as
specified, each
30.00
36.00
6.00
$300.00
$1,800.00
324.
Furnish and install approx.
6 concrete collars,
completed as specified,
8.00
2.00
$ 300.00
$600.00
each
6.00
325.
Abandon approx. 10
Sanitary Manholes,
complete as specified,
13.00
3.00
$350.00
$1,050.00
each
10.00
326.
Abandon approx. 750 lineal
feet of 8" sanitary sewer,
completed as specified, per
$2,000.00
lump sum
1.00
1.00
327.
Abandon approx. 415 lineal
feet of 10" sanitary sewer,
completed as specified, per
$1,800.00
lump sum
1.00
1.00
328.
Abandon approx. 245 lineal
feet of 12" sanitary sewer,
completed as specified, per
$1,384.00
lump sum
1.00
1.00
329.
Abandon approx. 230 lineal
feet of 15" sanitary sewer,
completed as specified, per
$10.00
lineal foot
230.00
230.00
330.
Abandon approx. 95 lineal
feet of 20" sanitary
sewer, completed as
specified, per lineal foot
95.00
115.00
20.00
$22.80
$456.00
331.
Abandon approx. 65 lineal
feet of 24" sanitary
sewer, completed as
specified, per lineal foot
65.00
1,155.00
1,090.00
$24.50
$26,705.00
332. Abandon approx. 45 lineal
feet of 27" sanitary sewer,
completed as specified, per
lineal'foot 45.00 45.00
333. Abandon approx. 45 lineal
feet of 30" sanitary sewer,
completed as specified, per
lineal foot 45.00 45.00
Page 14
CONTRACT: 07 -04 CHANGE ORDER # 2
INCREASE IN DECREASE IN
ITEM
DESCRIPTION
CONTRACT
QUANTITIES
INSTALLED
QUANTITIES
NUMBER
INCREASE
DECREASE
UNIT
334.
Remove by -pass chamber
on Iowa Street, complete
as specified, lump sum
1.00
1.00
335.
Furnish and install approx.
380 sanitary lateral marker
1.00
345
balls, complete as
specified, each
380.00
398.00
336.
Provide $700.00 to the City
of Oshkosh for project
management
1.00
346
communications,: complete
as specified, lump sum
and install vent pipes at
1.00
1.00
NET
NET
COSTPER
CONTRACT
CONTRACT
INCREASE
DECREASE
UNIT
PRICE
PRICE
18.00
10.001 $ 180.00
SECTION III - (BID ITEMS 300 - 336) - SUB - TOTALS $159,728.08 ($164,455.68)
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION III
INCREASE IN DECREASEIN
ITEM CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT pR/CE PRICE
344
Additional labor, equipment
and materials to reconnect
new 8" Sanitary Sewer to
existing 24" Sanitary Sewer
@ 16th Ave. and Iowa St.,
per Invoice #6415, Lump
sum
1.00
345
Additional labor, equipment
and materials to construct
clean -out @ 91722
Murdock Avenue, per
Invoice #6424, lump sum
1.00
346
Additional labor, equipment
and materials to bulkhead
and install vent pipes at
tunnel found in the
intersection of Adams Ave.
and Lark St., per Invoice
#6632, Lump sum
1.00
ADDITIONAL WORK: C. O. # 2 - (ITEMS 344 - 346) - SUB -TOTAL $3,178.50
NET DECREASE TO: SECTION III - ($1,549.10)
Page 15
$0.00
CONTRACT: 07 -04 CHANGE ORDER # 2
SECTION IV - WATER MAIN
Furnish and install approx.
INCREASE IN
DECREASE IN
EM
45 linear feet of 4" Ductile
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
L ITEM
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
SECTION IV - WATER MAIN
400.
Furnish and install approx.
lNCREASEIN
DECREASE IN
EM
45 linear feet of 4" Ductile
CONTRACT
INSTALLED
NET
NET
COSTPER
CONTRACT
CONTRACT
[ NUMB ER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
400.
Furnish and install approx.
45 linear feet of 4" Ductile
Iron Water Main w /poly
wrap, complete as
specified (fittings not
included), per linear foot
45.00
63.50
18.50
$ 81.35
$1,504.98
401.
Furnish and install approx.
810 linear feet of 6" Ductile
Iron Water Main w /poly
wrap, complete as
specified (fittings not
included), per linear foot
810.00
730.00
-80.00
$78.00
($6,240.00)
402.
Furnish and install approx.
5,065 linear feet of 8"
Ductile Iron Water Main
w /poly wrap, complete as
specified, (fittings not
included), per linear foot
Furnish and install approx.. .
5,065.00
5,089.00
24.00
$64.60
$1,550.40
403.
10 linear feet of 10" Ductile
Iron Water Main w /poly
wrap, • complete as
specified (fittings not
included er linear foot
10.001
18.00
8.00
$130.00
$1,040.00
404.
Furnish and install approx.
500 linear feet of 12"
Ductile Iron Water Main
w /poly wrap, complete as
specified (fittings not
included), per linear foot
1,574.001
1,578.60
4.60
$85.40
$392.84
405.
Reconnect approx. twenty -
four (24), 1" -1 1/2"
Water Services, complete
as specified, each
Furnish and install approx.
24.00
3.00
-21.00
$510.00
($10,710.00)
406.
3,975 linear feet of 1"
Water Service Relay,
complete as specified, not
including corporation and
I stop box per linear foot
8,975.001_
4,522.75
547.75
$40.95
$22,430.36
407.
Furnish and install approx.
275 linear feet of New 1"
Water Service, complete
as specified, not including
corporation and stop box,
per linear foot
275.00L
221.00
-54.00
$44.90
($2,424.60)
Page 16
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 17
INCREASEIN
DECREASEIN
ITEM
DESCRIPTION CONTRACT
QUANTITIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COSTPER
UNIT
CONTRACT
PRICE
CONTRACT
PRICE
NUMBER
408. Furnish
and install
approx.
144, V
corporation and stop box
with rod, complete as
173.00
29.00
$ 225.00
$6,525.00
s ecified each
144.00
409.
Furnish and install approx.
sixteen (16) 8" x 6" Tees,'
complete as specified,
$255.00
each
16.00
16.00
410.
Furnish and install approx.
four (4), 8" x 8" Tees,
complete as specified,
4.00
5.00
1.00
$244.00
$244.00
each
411.
Furnish and install approx.
seven (7), 12" x 6" Tees,
complete as specified,
_ 00
$320.00
$320.00
each
7.00
6.00
411 A.
Furnish and install approx.
one (1), 12 "x8 "x6" .
Tees, complete as
0.00
-1.00
$750.00
($750.00
specified, each
1.00
412.
Furnish and install approx.
three (3), 12" x 8" Tees,
complete. as specified,
3.00
5.00
2.00
$378.00
$756.00
each
412 A.
Furnish and install approx.
two (2) 12" x 12" tees,
complete as specified,
$467.00
each
2.00
2.00
413.
Furnish and install approx.
one (1), 6" x 4" Reducer,
complete as specified,
1.00
4.00
3.00
$ 158.00
$474.00
each
414.
Furnish and install approx.
seven (7), 8" x 4
Reducers, complete as
6.00
-1.00
$170.00
($170.00)
s ecified, each
7.00
415.
Furnish and install approx.
twenty -two (22), 8" x 6"
Reducers, complete as
specified, each
22.00
28.00
6.00
$191.00
$1,146.00
416.
Furnish and install three (3)
12" x 6" Reducers,
complete as specified,
$260.00
($260.00)
each
3.00
2.00
-1.00
417.
Furnish and install approx.
fourteen (14), 4" - 45
degree Bends, complete as
12.00
-2.00
$132.00
$264.00 )
s ecified, each
14.00
418.
Furnish and install approx.
fifty -one (51), 6 11 - 45
degree Bends, complete as
51.00
76.00
25.00
$179.00
$4,475.00
specified, each
419.
Furnish and install approx.
sixteen (16), 8"-45
degree Bends, complete as
6.00
$ 212.00
$1,272.00
specified, each
16.00
22.00
Page 17
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 18
ITEM
NUMBER
DESCRIPTION
CONTRACT .
QUANTITIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COST PER
UNIT
INCREASEIN
CONTRACT.
PRICE
DECREASEIN
CONTRACT
PRICE
Furnish and install approx.
420.
four
(4) 10" - 45 degree
Bends, complete as
s ecified each
4.00
4.00
$300.00
Furnish and install approx.
421.
eight (8) 12" - 45 degree
Bends, complete as
specified, each
8.00
4.00
-4.00
$400.00
$1,600.00)
Furnish and install approx.
422.
three (3) 6" - 90 degree
Bends, complete as
s ecified each
3.00
2.00
-1.00
$189.00
($189.00
Furnish and install approx.
423.
twenty -six (26), 6" Valves,
complete as specified,
26.00
24.00
-2.00
$695.00
($1,390.00)
each
424.
Furnish and install approx.
forty -four (44), 8" Valves,
complete as specified,
44.00
49.00
5.00
$ 915.00
$4,575.00
each
425.
Furnish and install approx.
four (4), 12" Water Valves
in Std. Water Valve
Manhole (all replacement
valves), complete as
s ecifi ed, each
4.00
0.00
-4.00
$4,100.00
($16,400.00)
426.
Furnish and install one (1),
8 x 6" Cross, complete as
specified, each
1.00
0.00
-1.00
$815.00
($815.00
427.
Furnish and install one (1)
10" x 8" Cross, complete
as specified, each
1.00
1.00
$972.00
428. _'Furnish
and install one (1),
12" z 8" Cross, complete
as specified, each
1.00
0.00
-1.00
$1,023.00
($1,023.00)
429.
Furnish and install one (1)
Cut -in 12" x 6" Cross,
complete as specified,
1.00
L 1.00
$1,605.00
each
430.
Furnish and install nine (9)
Cut -in 12" x 8" Cross,
complete as specified,
9.00
10.00
1.00
$2,000.00
$2,000.00
each
431.
Furnish and install one (1)
6" Sleeve, complete as
s ecified, each
1.00
17.00
16.00
$350.00
$5500.00
Furnish and install nine (9)
432.
12" Sleeves, complete as
specified, each
9.00
14.00
5.00
$1,294.00
$6,470.00
Furnish and install approx.
433.
one (1) 6" x 6" Tapping
Valve and Sleeve,
complete as specified,
each
1.00
0.00
-1.00
$1,925.00
($1,925.00)
Page 18
CONTRACT: 07 -04 CHANGE ORDER # 2
Page 19
INCREASE IN
DECREASE 1N
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
434.
Furnish and install approx.
seven (7), 12" x 6"
Tapping Valves and
Sleeves, complete as
7.00
8.00
1.00
$2,100.00
$2,100.00
s ecified, each
Furnish and install approx.
435.
one (1), 18" x 12" Tapping
Valve and Sleeve,
complete as specified,
$5,000.00
each
Furnish and install approx.
1.00
1.00
436.
twenty -four (24) Hydrants,
complete as specified,
$1,972.00
each
24.00
24.00
437.
Furnish and install approx.
twenty -four (24) Gradeloks
for hydrant branches,
complete as specified,
24.00
1.00
- 23.00
$428.00
($9,844.00
each
Abandon 4" - 6" Water
438.
Main on Iowa Street (W.
18th Ave. - W. 16th Ave.),
including crossing streets,
complete as specified,
$3,200.00
lump Sum
Abandon 4" Water Main on
1.00
1.00
439.
W. 15th Avenue, complete
as specified, lump sum
$1,000.00
1.00
1.00
440.
Abandon 4" Water Main on
W. 14th Avenue, complete
as specified, lump sum
1,025.00
$
1.00
1.00
441.
Abandon 6" Water Main on
South Park Avenue,
complete as specified,
$1,000.00
lump sum
1.001
1.00
442.
Abandon 6" Water Main on
W. 12th Avenue, complete
as specified, lump sum
$1,175.00
1.00
1.00
443.
Abandon 6" Water Main
on Iowa Street (W. 10th
Ave. to W. 7th Ave),
including crossing streets,
complete as specified,
$4,160.00
lump sum
1.00
1.00
444.
Abandon 4" - 6" Water
Main on E. Irving Avenue
(Bowen St. to Hazel St.),
including crossing streets,
complete as specified,
$8,175.00
lump Sum
1.00
1.00
Page 19
CONTRACT: 07 -04 CHANGE ORDER # 2
INCREASEIN DECREASE IN
CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
ITEM
DESCRIPTION
INCREASEIN
DECREASE IN
$500.00
CONTRACT INSTALLED NET NET
COST PER
CONTRACT
CONTRACT
ITEM
NUMBER
DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE
Abandon 6" Water Main on
UNIT
PRICE
PRICE
Iowa Street, complete as
1.00
445.
specified, each
N. Lark Street (Southland
463
Additional labor, equipment
2.00
Ave. to Arthur Ave.),
$179.00
raise existing hydrant at
including crossing streets,
18th Ave. and Iowa St., per
1 2.00
Invoice #6416, lump sum
complete as specified,
$3,150.00
Additional labor, equipmerr
lump sum 1.00 1.00
Abandon 6" Water. Main on
and install necessary
corporations to chlorinate
446.
Hawk Street (Coolidge
Avenue upon elimination o
Ave. to Van Buren Ave.)
water valve manhole, per
Invoice #6635, lump sum
including cross streets,
465
Furnish,and install approx.
complete as specified,
$975.00
bends, complete as
lum sum 1.00 1.00
Provide $700.00 to the City
specified, each
466
447.
two (2), 8" solid sleeve,
of Oshkosh for project
complete as specified,
each
management
communications, complete
as specified, lump sum
$700.00
1.00
SECTION IV - (BID ITEMS 400 - 447) - SUB - TOTALS
$62,555.58 ($54,324.60)
ADDITIONAL
WORK REQUIRED: C.O. # 2 - SECTION IV
INCREASEIN DECREASE IN
CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
ITEM
DESCRIPTION
L UMBER
$500.00
1.00
462
Fumish and install Foster
$2,499.24
12,499.24
Valves on 2 Hydrants on
Iowa Street, complete as
1.00
specified, each
$4,600.00
463
Additional labor, equipment
2.00
and materials to offset and
$179.00
raise existing hydrant at
18th Ave. and Iowa St., per
1 2.00
Invoice #6416, lump sum
$393.60
464
Additional labor, equipmerr
and materials to excavate
and install necessary
corporations to chlorinate
water main on Irving
Avenue upon elimination o
water valve manhole, per
Invoice #6635, lump sum
465
Furnish,and install approx.
two (2), 6" - 22.5 degree
bends, complete as
specified, each
466
Furnish and install approx.
two (2), 8" solid sleeve,
complete as specified,
each
INCREASEIN DECREASE IN
CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
Page 20
2.00
2.00
$250.00
$500.00
1.00
1.00
$2,499.24
12,499.24
1.00
1.00
$4,600.00
$4,600.00
2.00
2.00
$179.00
$358.00
2.00
1 2.00
$196.80
$393.60
Page 20
Page 21
CONTRACT: 07 -04 CHANGE ORDER # 2
INCREASE 1N DECREASE IN
ITEM
DESCRIPTION
CONTRACT
QUANTITIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COST PER
UNIT
CONTRACT
PRICE
CONTRACT
PRICE
NUMBER
467
Additional labor and
equipment to install 6" X 6"
tee in lieu of 6" X 6"
tapping sleeve due to an
existing bell at proposed
connection point to existing
main, per invoice #6636,
1.00
1.00
1 $951.00
$951.00
If sum
ADDITIONAL WORK: C.O. # 2 (ITEMS 462 - 466) - SUB -TOTAL
$9,301.84 $0.00
NET INCREASE TO: SECTION IV -
$17,532.82
NET INCREASE TO SECTIONS I, 11, III, IV
$372,252.00
NET DECREASE TO SECTIONS I, II, Ill, IV
($391,521.33)
NET DECREASE TO CREDIT - ALTERNATE B - (Crushed Concrete)
$45,804.80
NET INCREASE TO CONTRACT:
$26
Page 21