HomeMy WebLinkAbout04-72.docMARCH 23, 2004 04-72 RESOLUTION
(CARRIED 7-0 LOST
LAID OVER
WITHDRAWN
PURPOSE:
CHANGE ORDER NO. 1, PUBLIC WORKS CONTRACT 03-03
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:
JAMES CAPE & SONS COMPANY
6422 N, Hwy, 31
PO Box 044580
Racine, WI 53404-7012
Net Increase to contract:
$60,466.87
PURPOSE: See attached Change Order
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No. 313-0410-7480-00000- Sewer Separation Fund Expenditures
Acct. No. 317-0410-7480-03302 - Special Assessments - Sewer
Acct. No. 317-0410-7480-03303 - Special Assessments - Water
Acct. No. 317-0410-7480-03305 - Special Assessments -- Storm
Acct. No. 541-1910-1799-00000 - Water Utility - Construction in Progress
Acct. No. 551-1910-1799-00000 - Sewer Utility - Construction in Progress
TO:
James Caae & Sons Co.
6422 N. HWY 31
P O. Box 044580
Racine, Wi 53404-7012
CHANGE ORDER # t
DATED: March 8. 2004
Your oresent contract with the City of Oshkosh, Contract Nc
and changed as foltows:
03-03 . is hereby amended
NET INCREASE TO SECT ON tl - STORM SEWER:
NET NCREASE TO SECTION Ill- SANITARY SEWER:
NET INCREASE TO SECTION IV - WATER MAIN
NET INCREASE TO CONTRACT:
$9,013.38
$23.975.23
$27.478.26
$60,466.87
Recommendeo:
BY:
CITY OF OSHKOSH
City Manager
City Clerk
App{oved ~d~ accepted:
/ ' 0'ontra¢'or
certify that provision has been made to pat [ne liabitit, that will acc¢'ue to the City of
Oshkosn. Wisconsin under the within Change Order
Approved as to form:
Comotroller
City Attorney
CONTRACT: 03-03 CHANGE ORDER # 1
SECTION II - STORM SEWER
ITEM
NUMBER
CONTRACT
QUAN~TIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
COSTP~R
UNIT
INCREASEIN
CONTRACT
PRIOE
DECREASE IN
CONTRACT
PRICE
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 install approx.
150 linear feet of 8" Storm
Sewer, complete as
specified, per Iinear foot 150.00 123.92 -26.08 $23190 ($623.31
58. Furnish and install approx.
55 linear feet of 10" Storm
Sewer, oompIete as
specified, per linear foot 55.00 57.22 2.22 $38.85 $85.80
59. Furnish and instalt approx.
4,080 tinear feet of 12"
Storm Sewer, complete es
specified, per Iinear 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 iinearfoot 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 ~0.00 -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 instatl approx~
six (6) std. Inlets (Type 1
with 18" sump) with
castings, complete as
specified, each 6.00 5.00 -1.00 $900.00 ($900.00)
65. Furnish and install approx.
33 std. Inlets (Type 3 with
18" sump) with castings,
2omplete as specified,
leach 83.00 84.00 1.00 $1,000.0C $1,000.00
66. Furnish and install approx.
two (2) std. Inlets (Type 3
with 18" sump) without
castings, complete as
specified, each 2.00 2.00 I I I $800.00
Page 1
CONTRACT: 03-03 CHANGE ORDER # 1
INCREASE IN DECREASE IN
ITEM CONTRACT i INSTALLED NET NET COSTPER
NUMBER DESCRIPTION QUANTITIES I 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)
~ocations without casfir~gs,
;complete as specified, per
pertical foot 24.00 23.I 7 -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
ver[ical foot 11.50 11.40 -0.10 $410.00 ($41.00)
70. Furnish and install approx.
9.0 vertical 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, ~ ~
leach ~ 5.001 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)
Ipcations with base,
complete 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 (I)
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,
sach [ 2.00 2.00 $1,160.00
Page 2
CONTRACT: 03-03 CHANGE ORDER # 1
I INCR~ASEIN DECREASEIN
ITEM CONTRACT INSTALLED NET NET COST PER
NUMBER DESCRIPTION i CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT PF~ICE PRICE
76. Furnish end install approx,
214 6" Storm Laterals,
:omplete as specified,
sach 214.00 208.00 -6.00 $750.00 ($4,500.00
77. =urnish and install approx·
}ne (1) Neenah R-3067
:Inlet casting w/d~agonal
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
specified, each 83,00 83.00 $200.00
80. Provide $375.00 to the City
of Oshkosh for project
mana, gement
communications, complete
as specified, lump sum
1.00 1.00 $375.00
SECTION II - (BID iTEMS 56 - 80) - SUB-TOTALS
$13,826.14 ($14,889.17)
ADDITONAL WORK REQUIRED: C.C. # 1 - SECTION
NUMaER QUANTITIES
DESCRIPTION NET
INCREASE
iNSTALLED
QUANTITIES
t [ CONTRACT
NET COSTPER INOREASEiN
DECREASE UNiT PR/CE
DECREASE~
CONTRAOT
PRICE
I Reconstruct storm lead to
inlet 163 on State Street
after initial construction
due to conflict with electric
utiJit7 (6/17/03) 1.00 1.00 $1,231.13 $1,231.13
2 Resaw new hole in inlet
#169 after routing changed
(6/17/03) %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 ptans (6/20/03) 1.00 1.00 $2,393.58 $2,393.58
4 insulate neyv inlet lead to
inlet #194 on Vinland
Street, and saw new hole
lin inlet Ct 194 due to
changed design (6/23/03) ~ 1.00 1.00 r i $442.47 $442.47
Page 3
CONTRACT: 03-03 CHANGE ORDER # 1
INCREASE IN DECREASE IN
iTEM CONTRACT iNSTALLED NET NET COSTPER
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT
PRICE PRICE
5 Relocate existing 2' x 3'
inlet on Sharratt Steet to fit
new alignment (6/30/03) 1.00 1.00 $590.3'~ $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
rede due to conflict with
existing gas and sanitary
sewer (8/28/03) 1.00 1.00 $2,855.48 $2,855.48
8 nstalled storm lead from
mh 133 to inlet 131 at
Melvin Ave5ue and N. Main
Street and then had to
abandon because of
conflict with telephone
lines (816103) 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 I
Avenue 1.00 1.00 $343.85 $343.85
ADDITIONAL WORK: C.C. # 1 - qTEMS I - 9 - SUB-TOTAL $10.076.41
NET INCREASE TO SECTION l[ - $9.013.38 -
$0.00
SECTION Ill - SANITARY SEWER
ITEM DESCRIPTION OONTRAOT INSTALLED
NUMBER I QUANTITIES QUANTITIES
NET
INCREASE
NET
DECREASE
COSTPER
UNIT
INCREASE IN
CONTRAOT
PRICE
DECREASE~
CONTRACT
PRICE
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 es
specified, per tinear foot 15.00 18.00 3.00 $119.15 $357.45
83.
=urnish and instalI approx.
253 Iinear feet of 18"
Sanitary Sewer Relay i [
(State Street), complete as $71.00
specified, per linear foot 253,00 359.58 106.56 $7,565.76
CONTRACT: 03-03 CHANGE ORDER # 1
INCREASE IN DECREASE IN
ITEM CONTRACT INSTALLED NET NET COSTPER
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
84.
Furnish and install approx.
210 vertical feet of std.
Sanitary Manhole (4' Inside
Diameter), complete as
specified, without casting,
~er 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, complete as
specified, without casting,
~er vertical foot t0.00 10.00 $400.00
86. NO BID ITEM
87. Recanstruct approx, two
(2) Sanitary Manholes,
~omplete as specified,
~ach 2.00 4.00 2.00 $900.00 $1,800.00
88.
Reconnect approx. 30
Sanitary Laterals, completel
as specified, each 30.00 ! 33,00 3.00 $350.00 $1,050.00
89.
=urnish and install approx.
175 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 instatl approx.
I
3,560 linear feet of 6" [
Sanitary Lateral Relay,
complete as specified, per
linear foot 3,560.00 3,'~64.16 -395.84 $41.00 :($16,229.44
91. Abandon approx, nine (9)
Sanitary Manholes,
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 I
as specified, lump sum 1.00 1.00 $375.00
SECTION III - (BID [TENIS 81 - 92) - SUB-TOTALS
$I1,713.21 ($16,531.84)
ADDITONAL WORK REQUIRED: C.C. # 1 - SECTION
i NUMBER
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
OOBTPER
UNIT
INCREASE IN
CONTRACT
PRICE
DECREASEIN
CONTRACT
PRICE
Page 5
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
PF~ICE 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
manhote (mh 11/380)'at E.
Parkway Avenue and
Grove Street (7/29/03) 1.00 1.00 $119.70 $119.70
3 Drill and install new steps
in reconstructed sanitary
manhole (mh 11/380) on
Grove Street (8/27/03) 1.00 1.00 $105.00 $105.00
4 Additional mobilization
charge to reconstruct
sanitary manhole
(mh t4/t0) on W. 18th
Avenue (8/27/03) 1.00 1.00 $105.00 $105.00
5 &dditonai labor to remove
~fd 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
sanitary trench, lump sum 1.00 1.00 $3,931.37 $3,931.37
7 Extra tabo~ to pump water
from sanitary sewer
excavation at Guenther St.
and Witz_el Avenue due to
old storm drain not
properly abandoned
(619103) 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 WitzeI
Avenue (6110103) 1,00 1.00 $2,934.75 $2,934.75
9 Dig and took for sanitary
lateral for 235 Ida Avenue,
Rotc 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 partial relay 1.00 1.00 $979.65 $979.65
11 Cost to excavate one foot
of rock for sanitary sewer
relay on Minnesota Street $4,018.93
south of W. 16th Avenue 1,00 1.00 $4,018.93
Page 6
CONTRACT: 03-03 CHANGE ORDER # 1
ITEM CONTRACT INSTAtLED NET NET OOST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT
PRICE PRICE
12 Repaired existing 12"
sanitary sewe~ 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)i
1.00 1.00 $2,643.38 $2,643.38
14 Relay 6" sanitary [ateraI for
303 W. 12th Avenue to
discharge on W. 12th
Avenue instead of
Minnesota Street involving
work behind sidewalk 1.00 1.00 $2,t47.62 $2,147.62
'~5 Refay 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. 0. # 1 - (ITEMS 1 - 15) - SUB-TOTAL
NET INCREASE TO SECTION Ill -
$28,793.86 $0.00
$23,975,23
SECTION IV - WATER MAIN
ITEM DESCRIPTION CONTRACT INSTALLED NET NET OOST PER INOREASE IN DECREASE IN
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACTpR/CE CONTRACTpRiCE
93. IFurnish and install approx. ~
;315 linear feet of 6" Ductile
'iron Water Main w/poty
wrap, complete as
specified (fittings not
included), per t/near foot I 3'~5.00 315.25 0.25 $122.25 $30.56
94. Furnish and install approx.
I
7,700 I/near feet of 8" 1
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
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/poiy
wrap, complete as
specified, (fittings not
included), per linear foot 60.00 69.50 9.50 $165.85 $1,575.58
98. .Furnish and install approx.
35 linear feet of '~ 8" Ductile
Iron Water Main w?poty
wrap, cQmptete as
specified, (fittings no~t
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 $350.0C $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
sorporation and stop box,
~er linear foot 4,340.00 4,575.80 235.80 $34.00 $8,017.20
100. i Furn sh and nstal approx.
[30 iinear feet of 2" Water , ~ ~
!Service Relay, complete as
specified, not including
corporation and stop box,
Bet linear foot 30.00 32.00 2.00 $40.00 $80.00
I01. Furnish and install approx.
182¢ I" 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, complet(
as specified, each
1.00 1.00 $500.00
103. Furnish and instail 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
CONTRACT: 03-03 CHANGE ORDER # 1
[NCRI=ASN IN DECREASE IN
ITEM CONTRACT INSTALLED N£T NET CQST PER
NUMBER DESCRIPTION QUANTITI~S QUANTITIES INCREASE DECREASE UNIT OOMTRACT CONTRACT
PF~ICE PRICE
105. Furnish and install approx.
13, 8" x 6" Tees, complete
as specified, each
13.00 I3.00 $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.
~ne (1), 4" x 4" Reducer,
somplete as specified,
sach 1.00 1.00 $130.00
108. Furnish and install approx.
14, 8"x6" Reducers,
:omplete as specified,
leach 14.00 15.00 1.00 $185.00 $185.00
109. iFumish 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 ~pecified,
each 3.00 4.00 1.00 $300.00 $300.00
111. Furnish and install approx.
one (1), 18" x 18" Cross,
compIete as specified,
each 1.00 1.00 $3,050.00
112. Furnish and instaII approx.
26, 6" - 45 degree
Bends, complete as ~ ~ '
specified, each 26.0C 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 ~pprox.
four (4), 12" - 45 degree
Bends, complete as
specified, each 4.00 4.00 $720.00
t15. 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,
compIete as specified,
each 2.00 2.00 $6,840.00
Page 9
CONTRACT: 03-03 CHANGE ORDER'# 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT
~'RICE PRICE
118. Furnish and install approx.
two (2), 18" Valves in std.
Water Valve ManhoIe,
complete 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 spec f ed,
each t.00 1.00 $1,160.00
120. Furnish and install approx.
~ive (5), 6" x 6" Tapping
Valves and Sleeves,
somplete as specified,
each 5.00 2.00 -3.00 $1,385.00 ($4,155.00
121. Furnish and install approx.
lone (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
Valves and Sleeves,
complete as specified,
each 5.00 4.00 -1.00 $t ,875.00 ($l ,875.00
123. Furnish and install approx.
two (2), 18" x 6" Tapping
Valves and Sleeves,
complete as specified,
r. _ each 2.00 2.00 , r $2,300.00~
i24. Furnish.and install approx. '
16 Hydrants, complete as
specified, each 16.00 16.00 $1,700.00i
125. Approx. 560 square yards
of 3" hot-mixed asphalt
~avement replacement
Bismarck Avenue),
.~omplete as specified, per
square yard 560.00 332.90 -227.10 $19.61 ($4,453.43
126. &bandon 6" Water Main on
Bismarck Avenue,
complete as specified,
lump 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 $1,000100
Page 10 '
CONTRACT: 03-03 CHANGE ORDER # I
ITEM CONTRACT INSTALLED NET NET OOST PER INCREASE IN DECREAS£1N
NUMBER DESCRIPTION QUANTITIES QUANTITIES iNCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
129. Abandon 4" Water Main on
Frederick Street, complete
as specified, lump sum
1.00 1.00 $1,500.00
I30. Abandon 4"- 6" Water
Main on Grave Street,
complete as specified,
lump sum 1.00 1.00 $I,500.00
131. Abandon 6" Water Main on
Suenther Avenue,
~complete as specified,
lump sum 1.00 1.00 $1,000.00
132. Abandon 8" Water Main on
Ida Avenue, complete as
specified, lump sum 1.00 1.00 $800.00
133. Abandon 6" Water Main on
W. Melvin Avenue,
complete as specified,,
lump sum 1.00 1.00 $2,000.00
134. Abandon 8" 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 t~ the City
of Oshkosh for project
management
communications, complele
as specified, lump sum
L 1.00 1.00 $375.00l
SECTION IV - (BID ITEMS 93 - I36) - SUB-TOTALS
$23,175.59 ($14,118.43)
ADDITONAL WORK REQUIRED: C.O. # 1. SECTION IV
ITEM
NUMBER
CONTRACT
QUAN~T/ES
iNSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COSTPER
UNIT
INCREA SE IN
CONTRACT
PRICE
DECREASEIN
CONTRACT
PRICE
Expose and backfill water
main on State Street for
Water Department to
disconnect and reconnect
the water sen/ice to the
Post Office and move
existing shut off out of
r ainline pour, lump sum
1.0
1.00
$820.80
$820.80
Page 11
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
PR/CE PRIOE
2 Move fire hydrant back to
avoid new pavement on
Vinland Street (no bid item
(6/30/03) 1,00 %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
iservice to 642 Evans
'Street and reptaced stop
box only (not retaid as
planned) (8/13/03) 1.00 1.00 $897.20 $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 ~ i
yds of gravel @ $10/yd +
10% profit mar,qin 1.00 1.00 $1,633.28 $1,633.28
8 Additional tabor required to
cut in 6" x 6" tee at
P,rospect Avenue and
Central Street and install
rods and me,ga lugs 1.00 '~ ,00 $974.40 $974.40
9 Extra labor to dig under
new telephone duct system
which was installed over
existing 6" water on Centra
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
digging (9/11/03) 1.00 1.00 $1,751.40 $1,751.40
Page 12
CONTRACT: 03-03 CHANGE ORDER # 1
iTEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNiT
PRICE PRICE
11 Repair 4" water main stub
on Guenther Street north of
Bismark that was not
marked (6127103) t .00 1.00 $1,002.75 $1,002.75
12 Replaced curb box and rod
at 214-216, 224-226, and
225 Guenther Street as
directed by Jim Wolf
(7/24103) 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. $938.48
Parkway Avenue to Ida 1.00 1.00 $938.48
ADDITIONAL WORK: c.c. # 1 (ITEMS I - I5) - SUB-TOTAL
NET INCREASE TO SECTION IV -
$18,421.10 $0.00
$27,478.26
NET INCREASE TO SECTIONS Il, [I1, IV
NET DECREASE TO SECTIONS Il, III, IV
$106,006.31
($45,539.44)
NET INCREASE TO CONTRACT:
$60,466.87
Page13