HomeMy WebLinkAboutPW CNT 03-03/Cng Ord #1
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CHANGE ORDER # 1
DATED: March 8, 2004
TO: James Cape & Sons Co.
6422 N. HWY 31
P. O. Box 044580
Racine, Wi 53404-7012
J .
Your present contract with the City of Oshkosh, Contract No.
and changed as follows:
03-03
, is hereby amended
NET INCREASE TO SECTION II - STORM SEWER:
NET INCREASE TO SECTiON III - SANITARY SEWER:
NET INCREASE TO SECTION IV - WATER MAIN:
$9,013.38
$23,975.23
$27,478.26
NET INCREASE TO CONTRACT:
$60,466.87
Recommended:
J)á»'d C
Director of P bilc Works
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.
¿a~LJ () p¡£J~
Comptroller
~:~M
City Attorney
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CONTRACT: 03.03 CHANGE ORDER # 1
SECTION II - STORM SEWER
DESCRIPTION
56. Furnish and install approx.
110 linear feet of 6" Storm
Sewer, complete as
specified, per linear foot 110.00 96.00 -14.00 $23.00 ($322.00)
57. Furnish and instail approx.
150 linear feet of 8" Storm
Sewer, compiete as
specified, per iinear foot 150.00 123.92 -26.08 $23.90 ($623.31
58. Furnish and install approx.
55 iinearfeet of 10" Storm
Sewer, complete as
specified, per linear foot 55.00 57.22 2.22 $38.65 $85.80
59. Furnish and install approx.
4,080 iinear feet of 12"
Storm Sewer, complete as
specified, per linear foot 4,080.00 4,417.71 337.71 $37.10 $12,529.04
60. Furnish and install approx.
1,020 linear feet of 15"
Storm Sewer, complete as
specified, per linear foot 1 ,020.00 1 ,005.66 -14.34 $38.10 ($546.35)
61. Furnish and install approx.
60 linear feet of 15" CMP
Storm Sewer, complete as
specified, per linear foot 60.00 65.00 5.00 $35.50 $177.50
62. Furnish and install approx.
165 linear feet of 18" Storm
Sewer, complete as
specified, per linear foot 165.00 80.00 -85.00 $38.25 ($3,251.25)
63. Furnish and install approx.
140 linear feet of 21" Storm
Sewer, complete as
specified, per linear foot 140.00 78.80 -61.20 $45.55 ($2,787.66)
64. Furnish and install approx.
six (6) std. Inlets (Type 1
with 18" sump) with
castings, complete as
snecified, each 6.00 5.00 -1.00 $900.00 ($900.00)
65. Furnish and install approx.
83 std. Iniets (Type 3 with
18" sump) with castings,
complete as specified,
each 83.00 84.00 1.00 $1,000.00 $1,000.00
66. Furnish and install approx.
two (2) std. Inlets (Type 3
with 18" sump) without
castings, complete as
soecified, each 2.00 2.00 $800.00
Page 1
CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
67. Furnish and install approx.
63.00 vertical feet of std.
Storm Manhole (4' Inside
Diameter) in 18 locations
without castings, complete
as specified, per vertical
foot 63.00 63.13 0.13 $260.00 $33.80
68. Furnish and install approx.
24.00 vertical feet of std.
Storm Manhole (5' Inside
Diameter) in six (6)
locations without castings,
cornplete as specified, per
vertical foot 24.00 23.17 -0,83 $460.00 ($381.80)
69. Furnish and install approx.
11.50 vertical feet of std.
Storm Inlet Manhole (4'
Inside Diameter) in three
(3) locations with casting,
complete as specified, per
vertical foot 11.50 11.40 -0.10 $410.00 ($41.00
70. Furnish and install approx.
9.0 verticai feet of Box
Storm Inlet Manhole in two
(2) locations, with casting,
complete as specified, per
vertical foot 9.00 8.44 -0.56 $665.00 ($372.40)
71. Reconstruct approx. five
(5) Storm Manhole,
complete as specified,
each 5.00 5.00 $900.00
72. Reconstruct approx. one
(1) Storm Box Manhole,
complete as specified,
each 1.00 1.00 $2,050.00
73. Rebuild approx. 15.50
vertical feet of Storm
Manhole (4' Inside
Diameter) in seven (7)
locations with base,
compiete as specified, per
vertical foot 15.50 14.03 -1.47 $700.00 ($1,029.00
74. Rebuild approx. 7.50
vertical feet of Storm
Manhole (5' Inside
Diameter) in one (1)
location with base,
complete as specified, per
vertical foot 7.50 7.22 -0.28 $480.00 ($134.40)
75. Rebuild approx. two (2)
std. Inlet (Type 3 with 18"
sump) with casting,
complete as specified,
each 2.00 2,00 $1,160.00
Page 2
CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COSTPER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
76. Furnish and install approx.
214 6" Storm Laterals,
complete as specified,
each 214.00 208.00 -6.00 $750.00 ($4,500.00)
77. Furnish and install approx.
one (1) Neenah R-3067
Inlet casting w/diagonal
grate, complete as
specified, each 1.00 1.00 $350.00
78. Furnish and install approx.
one (1) Neenah R-1976
Monument Frame w/solid
lid, complete as specified,
each 1.00 1.00 $150.00
79, Abandon approx. 83 Inlets
or Manholes, complete as
soecified, each 83.00 83.00 $200.00
80. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
SECTION 11- (BID ITEMS 56 - 80) - SUB-TOTALS
$13,826.14 ($14,889.17)
ADDITONAL WORK REQUIRED: C.O. # 1 - SECTION II
DESCRIPTION
1 Reconstruct storm lead to
inlet 163 on State Street
after initial construction
due to conflict with electric
utilitv (6/17/03) 1.00 1.00 $1,231.13 $1,231,13
2 Resaw new hole in inlet
#169 after routing changed
1(6/17/03) 1.00 1.00 $369.34 $369.34
3 Repair previously damaged
15" storm sewer on State
Street at Ceape Avenue,
and relay inlet leads due to
changed plans (6/20/03) 1.00 1.00 $2,393.58 $2,393.58
4 Insulate new inlet lead to
inlet #194 on Vinland
Street, and saw new hole
in inlet # 194 due to
chanaed desi n 16/23/03\ 1.00 1.00 $442.47 $442.47
Page 3
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
5 Relocate existing 2' x 3'
inlet on Sharratt Steet to fit
new alianment (6/30/03) 1.00 1.00 $590.31 $590.31
6 Reconnect existing storm
lateral to 1757 Doty Street
behind sidewalk (7/22/03) 1.00 1.00 $78.75 $78.75
7 Labor to dewater 36" storm
sewer on E. Irving Avenue
and Grove Street, and
extra labor to install new
15" storm sewer at lower
grade due to conflict with
existing gas and sanitary
sewer 18/28/03) 1.00 1.00 $2,855.48 $2,855.48
8 Installed storm lead from
mh133toinlet131 at
Melvin Avenue and N. Main
Street and then had to
abandon because of
conflict with telephone
lines (8/6/03) 1.00 1.00 $1,771.50 $1,771.50
9 Cost to core opening for
12" storm lateral into mh
7/182 on W. Parkway
Avenue 1.00 1.00 $343.85 $343.85
ADDITIONAL WORK: C.O. # 1 - (ITEMS 1 - 9) - SUB-TOTAL
$10,076.41
$0.00
NET INCREASE TO SECTION II -
$9,013.38
SECTION III - SANITARY SEWER
DESCRIPTION
81. Furnish and install approx.
6,650 linear feet of 8"
Sanitary Sewer Relay,
complete as specified, per
linear foot 6,650.00 6,645.18 -4.82 $51.10 ($246.30)
82. Furnish and install approx.
15 linear feet of 10"
Sanitary Sewer Relay (N.
Main Street), complete as
specified, per linear foot 15.00 18.00 3.00 $119.15 $357.45
83.
Furnish and install approx.
253 linear feet of 18"
Sanitary Sewer Relay
(State Street), complete as
specified, per linear foot 253.00 359.56 106.56 $71.00 $7,565.76
Page 4
CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
84.
Furnish and install approx.
210 vertical feet of std.
Sanitary Manhole (4' Inside
Diameter), complete as
specified, without casting,
per vertical foot 210.00 209.66 -0.34 $165.00 ($56.10)
85. Furnish and install approx.
10 vertical feet of std.
Sanitary Manhole (5' Inside
Diameter) in one (1)
location, compiete as
specified, without casting.
per vertical foot 10.00 10.00 $400.00
86. NO BID iTEM
87. Reconstruct approx. two
(2) Sanitary Manholes,
complete as specified,
each 2.00 4.00 2.00 $900.00 $1,800.00
88.
Reconnect approx. 30
Sanitary Laterals, complete
as specified, each 30.00 33.00 3.00 $350.00 $1,050.00
89.
Furnish and install approx.
75 linear feet of new 4"
Sanitary Lateral, complete
as specified, per linear foot 75.00 81.00 6.00 $40.00 $240.00
90. Furnish and install approx.
3,560 linear feet of 6"
Sanitary Lateral Relay,
complete as specified. per
linear foot 3,560.00 3,164.16 -395.84 $41.00 ($16,229.44)
91. Abandon approx. nine (9)
Sanitary Manhoies,
complete as specified,
each 9.00 11.00 2.00 $350.00 $700.00
92.
Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum 1.00 1.00 $375.00
SECTION III . (BID ITEMS 81 - 92) - SUB-TOTALS
$11,713.21 ($16,531.84)
ADDITONAL WORK REQUIRED: C.O. # 1 - SECTION III
DESCRIPTION
Page 5
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Extra time to excavate and
locate sanitary lateral for
130 State Street (6/17/03) 1.00 1.00 $1.257.90 $1,257.90
2 Repair existing sanitary
manhole (mh 11/380) at E.
Parkway Avenue and
Grove Street 17/29/03) 1.00 1.00 $119.70 $119.70
3 Drill and install new steps
in reconstructed sanitary
manhole (mh 11/380) on
Grove Street 18/27/03) 1.00 1.00 $105.00 $105.00
4 Additional mobilization
charge to reconstruct
sanitary manhole
(mh 14/10) on W. 18th
Avenue (8/27/03) 1.00 1.00 $105.00 $105.00
5 Additonallabor to remove
old interceptor chamber
15' x 7' on W. 18th Avenue
and Doty Street (7/1/03) 1.00 1.00 $1,102.50 $1,102.50
6 Extra excavation and
gravel backfill on Melvin
Avenue required due to
storm trench falling into
sanitarv trench, lump sum 1.00 1.00 $3,931.37 $3,931.37
7 Extra labor to pump water
from sanitary sewer
excavation at Guenther St.
and Witzel Avenue due to
old storm drain not
properiy abandoned
116/9/03\ 1.00 1.00 $2,079.00 $2.079.00
8 Continue to seal & repair
leaking storm system and
slurry excavation of
Guenther Street and Witzel
Avenue 16/10/03) 1.00 1.00 $2,934.75 $2,934.75
9 Dig and look for sanitary
lateral for 235 Ida Avenue,
Roto Rooter called to jet
lateral (7/8/03\ 1.00 1.00 $3,222.45 $3,222.45
10 Cost to reroute sanitary
lateral to 648 Frederick
Street after oartial relav 1.00 1.00 $979.65 $979.65
11 Cost to excavate one foot
of rock for sanitary sewer
reiay on Minnesota Street
south ofW. 16th Avenue 1.00 1.00 $4,018.93 $4,018.93
Page 6
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COSTPER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER OUANTlTlES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
12 Repaired existing 12"
sanitary sewer on
Minnesota Stree at W. 18th
Avenue which was called
to be abandoned but had
to remain in service until
laterals relaid to W. 12th
Avenue 1.00 1.00 $1,867.32 $1,867.32
13 Form and repair existing
30" sanitary sewer at
Minnesota St. and W. 16th
Avenue intersection prior
to water main work (8/8/03)
1.00 1.00 $2.643.38 $2,643.38
14 Relay 6" sanitary lateral for
303 W. 12th Avenue to
discharge on W. 12th
Avenue instead of
Minnesota Street invoiving
work behind sidewalk 1.00 1.00 $2,147.62 $2,147.62
15 Relay 6" sanitary lateral for
257 W. 18th Avenue to
discharge on W. 18th
Avenue instead of
Minnesota Street involving
work behind sidewalk 1.00 1.00 $2,279.29 $2,279.29
ADDITIONAL WORK: C. O. # 1. (ITEMS 1 -15). SUB-TOTAL
$28,793.86
$0.00
NET INCREASE TO SECTION III -
$23,975.23
SECTION IV. WATER MAIN
DESCRIPTION
93. Furnish and install approx.
315 iinear feet of 6" Ductile
Iron Water Main w/poly
wrap, complete as
specified (fittings not
included), per linear foot 315.00 315.25 0.25 $122.25 $30.56
94. Furnish and install approx.
7,700 linear feet of 8"
Ductile Iron Water Main
w/poly wrap, complete as
specified (fittings not
included), per linear foot 7,700.00 7,749.00 49.00 $56.50 $2,768.50
Page 7
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
95. Furnish and install approx.
60 linear feet of 12" Ductile
Iron Water Main w/poly
wrap, complete as
specified, (fittings not
included), per linear foot 60.00 69.50 9.50 $165.85 $1,575.58
96. Furnish and install approx.
35 linear feet of 18" Ductile
Iron Water Main w/poly
wrap, complete as
specified, (fittings not
included), per linear foot 35.00 60.00 25.00 $216.75 $5,418.75
97. Reconnect approx. six (6),
1" Water Services,
complete as specified,
each 6.00 8.00 2.00 $350.00 $700.00
98. Reconnect approx. two (2),
1 1/4" Water Service
(Guenther Street),
complete as specified,
each 2.00 2.00 $450.00
99. Furnish and install approx.
4,340 linear feet of 1"
Water Service (Relay and
New), complete as
specified, not including
corporation and stop box.
er linear foot 4,340.00 4,575.80 235.80 $34.00 $8.017.20
100. Furnish and install approx.
30 linear feet of 2" Water
Service Relay, complete as
specified, not including
corporation and stop box,
er linear foot 30.00 32.00 2.00 $40.00 $80.00
101. Furnish and install approx.
182, 1" corporation and
stop box with rod, complete
as specified, each
182.00 181.00 -1.00 $260.00 ($260.00)
102. Furnish and install approx.
one (1), 2" corporation and
stop box with rod, complete
as specified, each
1.00 1.00 $500.00
103. Furnish and install approx.
one (1), 8" plug, complete
as specified, each 1.00 1.00 $60.00
104. Furnish and install approx.
two (2). 6" x 6" Tees,
complete as specified.
each 2.00 6.00 4.00 $195.00 $780.00
Page 8
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
105. Furnish and install approx.
13, 8" x 6" Tees, complete
as specified, each
13.00 13.00 $230.00
106. Furnish and install approx.
two (2), 8" x 8" Tees,
complete as specified,
each 2.00 3.00 1.00 $220.00 $220.00
107. Furnish and Install approx.
one (1), 4" x 4" Reducer.
complete as specified,
each 1.00 1.00 $130.00
108. Furnish and install approx.
14, 8" x 6" Reducers,
complete as specified,
each 14.00 15.00 1.00 $185.00 $185.00
109. Furnish and install approx.
one (1),18" x 12" Reducer,
complete as specified,
each 1.00 2.00 1.00 $1,200.00 $1,200.00
110. Furnish and install approx.
three (3), 8" x 8" Cross,
complete as specified,
each 3.00 4.00 1.00 $300.00 $300.00
111. Furnish and install approx.
one (1),18" x 18" Cross,
complete as specified,
each 1.00 1.00 $3,050.00
112. Furnish and install approx.
26, 6" - 45 degree
Bends, complete as
specified, each 26.00 27.00 1.00 $320.00 $320.00
113. Furnish and install approx.
27, 8" - 45 degree Bends,
complete as specified,
each 27.00 18.00 -9.00 $375.00 ($3,375.00)
114. Furnish and install approx.
four (4),12" - 45 degree
Bends, complete as
specified, each 4.00 4.00 $720.00
115. Furnish and install approx.
17,6" Valves, complete as
specified, each 17.00 17.00 $630.00
116. Furnish and install approx.
31, 8" Valves, complete as
specified, each 31.00 33.00 2.00 $790.00 $1,580.00
117. Furnish and install approx.
two (2), 12" Valves in std.
Water Valve Manhole,
complete as specified,
each 2.00 2.00 $6,840.00
Page 9
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
118. Furnish and install approx.
two (2), 18" Valves in std.
Water Valve Manhole,
compiete as specified,
each 2.00 2.00 $7,465.00
119. Furnish and install approx.
one (1), 4" x 4" Tapping
Valve and Sleeve,
complete as specified,
each 1.00 1.00 $1,160.00
120. Furnish and install approx.
five (5), 6" x 6" Tapping
Valves and Sleeves,
complete as specified,
each 5.00 2.00 -3.00 $1,385.00 ($4,155.00)
121. Furnish and install approx.
one (1), 8" x 8" Tapping
Valve and Sleeves,
complete as specified,
each 1.00 1.00 $1,650.00
122. Furnish and install approx.
five (5), 12" x 8" Tapping
Vaives and Sleeves,
complete as specified,
each 5.00 4.00 -1.00 $1,875.00 ($1,875.00)
123. Furnish and install approx.
two (2). 18" x 6" Tapping
Valves and Sieeves,
complete as specified,
each 2.00 2.00 $2,300.00
124. Furnish and install approx.
16 Hydrants, complete as
specified, each 16.00 16.00 $1,700.00
125. Approx. 560 square yards
of 3" hot-mixed asphalt
pavement replacement
(Bismarck Avenue),
complete as specified, per
SQuare vard 560.00 332.90 -227.10 $19.61 ($4,453.43)
126. Abandon 6" Water Main on
Bismarck Avenue,
complete as specified,
iumo sum 1.00 1.00 $1,500.00
127. Abandon 6" Water Main on
Central Street, complete as
specified, lump sum
1.00 1.00 $2,850.00
128. Abandon 4" Water Main on
Cleveland Avenue,
complete as specified,
lump sum 1.00 1.00 $1,000.00
Page 10
CONTRACT: 03-03 CHANGE ORDER # 1
CONTRACT INSTALLED NET NET COSTPER INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
129. Abandon 4" Water Main on
Frederick Street, complete
as specified, lump sum
1.00 1.00 $1,500.00
130. Abandon 4" - 6" Water
Main on Grove Street,
complete as specified,
lumo sum 1.00 1.00 $1,500.00
131. Abandon 6" Water Main on
Guenther Avenue,
complete as specified,
lumo sum 1.00 1.00 $1,000.00
132. Abandon 6" Water Main on
Ida Avenue, complete as
soecified, lumo sum 1.00 1.00 $800.00
133. Abandon 6" Water Main on
W. Melvin Avenue,
complete as specified,
lumo sum 1.00 1.00 $2,000.00
134. Abandon 6" Water Main on
Minnesota Street, complete
as specified, lump sum
1.00 1.00 $3,000.00
135. Abandon 6" Water Main on
W. 18th Avenue, complete
as specified, lump sum
1.00 1.00 $3,000.00
136. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
SECTION IV - (BID ITEMS 93 -136) - SUB-TOTALS
$23,175.59 ($14,118.43)
ADDITONAL WORK REQUIRED: C.O. # 1 - SECTION IV
DESCRIPTION
1 Expose and backfill water
main on State Street for
Water Department to
disconnect and reconnect
the water service to the
Post Office and move
existing shut off out of
mainline pour, lump sum 1.00 1.00 $820.80 $820.80
Page 11
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
2 Move fire hydrant back to
avoid new pavement on
Vinland Street (no bid item)
6/30/03) 1.00 1.00 $2,154.60 $2,154.60
3 Reconnect existing water
main to west at 18th
Avenue and Oregon Street
which was not planned
7/23/03) 1.00 1.00 $1,033.20 $1,033.20
4 Excavated two holes on
service to 642 Evans
Street and replaced stop
box only (not relaid as
lanned\ ì8/13/031 1.00 1.00 $697.20 $697.20
5 Investigated and
uncovered service
connection to old Mercy
Hospital site to determine
which water main was
tapped, per Jim Wolf
8/21/03) 1.00 1.00 $469.35 $469.35
6 Repair water service to 681
Grove Street that was
unknown at the time
8/26/03) 1.00 1.00 $661.50 $661.50
7 Additional gravel backfill
required due to proximity of
new telephone duct
construction which
increased backfill needs on
Central Street, 155.55 sq
yds of gravel @ $10/yd +
10% profit maroin 1.00 1.00 $1,633.28 $1,633.28
8 Additional labor required to .
cut in 6" x 6" tee at
Prospect Avenue and
Central Street and install
rods and meGa IuDs 1.00 1.00 $974.40 $974.40
9 Extra iabor to dig under
new telephone duct system
which was installed over
existing 6" water on Central
Street which was to be
abandoned for new
connections (9/10/03)
1.00 1.00 $875.70 $875.70
10 Extra labor to abandon old
6" water main at Central
Street and Scott Avenue
which was found to be
deeply intertwined with old
telephone ducting that
required extensive hand
diaaina (9/11/03) 1.00 1.00 $1,751.40 $1,751.40
Page 12
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CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
11 Repair 4" water main stub
on Guenther Street north of
Bismark that was not
marked 16/27/03) 1.00 1.00 $1,002.75 $1.002.75
12 Replaced curb box and rod
at 214-216,224-226, and
225 Gùenther Street as
directed by Jim Wolf
7/24/03) 1.00 1.00 $976.50 $976.50
13 Pull rock for 8" water main
relay on Minnesota Street
south of W. 16th Avenue 1.00 1.00 $2,793.00 $2,793.00
14 Abandon existing hydrant
near 1832 Minnesota
Street. not shown on plans 1.00 1.00 $175.56 $175.56
15 Extra 4" fittings and pipe to
reconnect existing 4" water
main at Minnesota Street
and W. 16th Avenue 1.00 1.00 $1,463.38 $1,463.38
16 Extra costs to extend water
services on west side of
Frederick Street from W.
Parkway Avenue to Ida 1.00 1.00 $938.48 $938.48
ADDITIONAL WORK: C.O. # 1 (ITEMS 1 -15) - SUB-TOTAL
$18,421.10
$0.00
NET INCREASE TO SECTION IV-
$27,478.26
NET INCREASE TO SECTIONS II, III, IV
NET DECREASE TO SECTIONS II, III, IV
$106,006.31
($45,539.44)
NET INCREASE TO CONTRACT:
$60,466.87
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