HomeMy WebLinkAboutPW CNT 07-04/Change Order # 2CHANGE 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 I - CONCRETE PAVING ($61,027.69)
NET INCREASE TO: SECTION II - 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.G�F OSHKOSH
BY:
Recommended: City w
err L
Director of Public Works City Cl _
M
Approved and acce
_
4 Contractor
27 2008
CITY CLERK'S OFFICE
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.
Comptr cr
4 ov e d as to fo
Cit �tto y
CONTRACT: 07 -04 CHANGE ORDER # 2
SECTION I - CONCRETE PAVING
ITEM
Approx. 15,175 square
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
removal, complete as
PRICE
PRICE
100.
Approx. 15,175 square
yards of pavement
removal, complete as
specified, pe rsquare yard
15,175.00
14,798.50
- 376.50
$1.91
($719.12)
101.
Approx. 49,375 square feet
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
.square yard
9,085.00
9,479.20
394.20
$23.00
$9,066.60
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 yard
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
$36.93
($579.80)
Page 1
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
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 Vard
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
4,975.00
4,784.00
- 191.00
$7.91
($1,510.81)
111.
Approx. 2,190 linear feet of
standard 30" curb & gutter,
8 ", (mainline), complete as
specified, per linear foot
2,190.00
2,109.90
-80.10
$7.91
($633.59)
112.
Approx. 800 linear 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
specified, per linear foot
310.00
270.10
-39.90
$14.00
($558.60)
114.
Approx. 165 linear feet of
standard 36" curb & gutter
(mountable), 8" thickness,
complete as specified, per
linear foot
165.00
153.90
-11.10
$15.00
($166.50)
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
square foot
29,950.00
28,390.20
- 1,559.80
$2.70
($4,211.46)
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
($3,967.87)
118.
Approx. 70 square feet of
4" concrete flume,
complete as specified, per
square foot
70.00
69.30
-0.70
$4.55
($3.19)
119.
Approx. 4,190 square feet
of 8" concrete sidewalk &
driveway, complete as
specified, per square foot
4,190.00
3,238.90
- 951.10
$3.47
($3,300.32)
Page 2
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
120.
Approx. 360 square yards
of 3 1/4" asphaltic
concrete driveway,
complete as specified, per
square yard
360.00
144.10
- 215.90
$27.14
($5, 859.53)
121.
Approx. 130 square yards
of 3 1/4" asphaltic
concrete pavement, with
base, complete as
. specified , per square yard
130.00
119.30
-10.70
$24.30
($260.01)
122.
Approx. 2,740 square
yards of 3 1/4" asphaltic
concrete transition, with
base, complete as
specified, per square and
2,740.00
1,962.60
- 777.40
$23.20
($18,035.68)
123.
Approx, 490 square yards
of 5" asphaltic concrete
transition, with base,
complete as specified, per
. square yard
490.00
614.30
124.30
$25.80
$3,206.94
124.
Approx. 765 square yards
of 2" asphaltic concrete
pavement, over 7" concrete
base course, complete as
specified, per square yard
765.001
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
ton
6,690.00
2,324.34
- 4,365.66
$7.95
($34,707.00)
126.
Approx. 5,050 linear feet
of sawing, complete as
specified, p er 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,
each
400.00
395.00
-5.00
$210.00
($1,050.00)
129.
Furnish and install approx.
1,500 linear feet of No. 4
reinforcing bars (epoxy
coated), complete as
specified, per linear foot
1,500.00
1,500.00
$0.60
130.
Furnish and install three (3)
trees, complete as
specified, each
3.00
6.00
3.00
$225.00
$675.00
131.
Remove approx. 200
square yards of trees,
bushes, stumps, and
boulders, complete as
specified per square yard
200.00
200.00
$1.00
Page 3
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
PRICE
CONTRACT
PRICE
132.
Remove approx. 90 1. D. of
trees and stumps,
complete as specified, per
inch diameter
90.00
126.00
36.00
$25.00
$900.00
133.
Remove and replace
approx. 25 rural -type
mailboxes, complete as
specified, each
25.00
6.00
-19.00
$20.00
($380.00)
134.
Provide and install approx.
1,620 square feet of metal
detectable warning plates,
complete as specified, per
square foot
1,620.00
1,584.00
-36.00
$26.00
($936.00
135.
Terrace work on Atlas
Avenue, complete as
specified, lump sum
1.00
1.00
$36,800.00
136.
Terrace work on Arthur
Avenue, complete as
specified, lump sum
1.001
1.00
$150.00
137.
Terrace work on
Beachcomber Street,
complete as specified,
lump sum
1.00
1.00
$988.00
138.
Terrace work on Coolidge
Avenue, complete as
specified, lump sum
1.00
1.00
$1,650.00
139.
Terrace work on Gibson
Court, complete as
specified lump sum
1.00
1.00
$13,165.00
140.
Terrace work on Global
Parkway, complete as
specified, lump sum
1.00
1.00
$6,185.00
141.
Terrace work on Hawk
Street, complete as
specified, lump sum
1.00
1.00
$3,340.00
142.
Terrace work on Hillwood
Run, complete as
specified, lump sum
1.00
0.00
-1.00
$8,013.00
($8,013.00)
143.
Terrace work on Iowa
Street (18th Ave. to South
Park Ave.), complete as
specified, lump sum
1.00
1.00
$19,300.00
144.
Terrace work on Iowa
Street (South Park Ave. to
W. 6th Ave.), complete as
specified, lump sum
1.00
1.00
$15,750.00
145.
Terrace work on E. Irving
Avenue, complete as
specified, lump sum
1.00
1.00
$9,975.00
146.
Terrace work on N. Lark
Street (Southland Ave. to
Taft Ave.), complete as
specified, lump sum
1.00
1.00
$11,875.00
147.
Terrace work on N. Lark
Street (Taft Ave. to Arthur
Ave.), complete as
specified lump sum
1.00
1.00
$13,430.00
Page 4
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE 1N
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
148.
Terrace work on Lilac
PRICE
PRICE
Street, complete as
specified, lump sum
1.00
1.00
$350.00
149.
Terrace work on Plymouth
434.80
434.80
$10.35
$4,500.18
159
Street, complete as
specified, lump sum
1.00
1.00
$150.00
150.
Terrace work on Quail Run
Drive, complete as
59.00
59.00
$32.00
$1,888.00
, 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
$9,7 75.00
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
s ecified, lum p 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
linear foot
10.00
28.90
18.90
$50.00
$945.00
156.
Provide $700.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.001
1.00
$700.00
SECTION I - (BID ITEMS 100 -156) - SUB - TOTALS
ADDITIONAL WORK REQUIRED: C.O. # 2- SECTION I
$15,981.08 ($143,879.71)
ITEM
Approx. 593.5 square yards
of 7" concrete base course,
complete as specified, per
sq. yard
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRAC 71N
of T' concrete base course
PRICE
PRICE
W.1 7th Avenue Mill and Overlav - (Items 157 -165)
157
Approx. 593.5 square yards
of 7" concrete base course,
complete as specified, per
sq. yard
593.50
593.50
$28.20
$16,736.70
158
Approx. 434.8 square yards
of T' 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
foot
59.00
59.00
$32.00
$1,888.00
Page 5
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
stone landscaping material
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
160
Preparation of foundation
for Asphalt Paving on W.
1.00
1.00
$100.00
$100.00
167
17th Ave., lump sum
1.00
1.00
$1,570.00
$1,570.00
161
Approx. 1,832.4 square
yards of asphalt pavement
milling on W. 17th Ave.,
1.00
1.00
$1,275.00
$1,275.00
168
er sq. Vard
1,832.40
1,832.40
$2.35
$4,306.14
162
Additional terrace work on
W. 17th Ave., lump sum
1.00
1.00
$780.00
$780.00
163
Approx. 150 gallons tack
32.00
32.00
$81.25
$2,600.00
169
coat on W. 17th Ave., per
g allon
150.00
150.00
$4.00
$600.00
164
Approx. 177.44 tons of
Asphaltic Concrete Binder
1.00
1.00
$1,641.00
$1,641.00
170
on W. 17th Ave., per ton
177.44
177.44
$60.50
$10,735.12
165
Approx. 176.47 tons of
Asphaltic Concrete Surface
Material on W. 17th Ave.,
erton
176.47
176.47
$64.50
$11,382.32
Miscellaneous Extras - Items 166 -172
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.,
p er linear foot
32.00
32.00
$81.25
$2,600.00
169
Preparation of foundation
for Asphalt Paving at E.
Irving Ave., and Hazel St.,
lump sum
1.00
1.00
$1,641.00
$1,641.00
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
$4,322.88
171
Mill existing concrete
pavement at west side of
intersection E. Irving Ave.
& Hazel St.. Lump sum
1.00
1.00
$1,625.00
$1,625.00
172
Furnish and install approx.
32.7 tons of Asphaltic
Concrete Surface Material
due to increased thickness,
various locations, per ton
32.70
1 32.70
1 1
$85.89
1 $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
ITEM
NUMBER
DESCRIPTION
CONTRACT
QUANTITIES
INSTALLED
QUANTITIES
NET
INCREASE
NET
DECREASE
COST PER
UNIT
INCREASE IN
CONTRACT
PRICE
DECREASE IN
CONTRACT
PRICE
NUMBER
ALTERNATE B - Item 500
(Credit)
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
500.
Credit item for approx.
PRICE
PRICE
14,000 tons of salvaged
150.00
156.60
6.60
$22.00
$145.20
201.
crushed concrete base
course supplied by the
City. Credit paid to the City
erton
14,000.00
2,548.80
12.99
- 11,451.20
$4.00
$426.07
$45,804.80
ALTERNATE B - Item 500 (credit) - SUB - TOTALS
SECTION If - STORM SEWER
$0.00 $45,804.80
ITEM
Furnish and install approx.
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE 1N
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
Sewer, complete as
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
linear foot
550.00
559.47
9.47
$29.50
$279.37
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 III Storm Sewer,
complete as specified, per
linear foot
35.00
236.00
201.00
$40.10
$8,060.10
205.
Furnish and install approx.
15 linear feet of 18" Storm
Sewer, complete as
specified, per linear foot
15.00
10.00
-5.00
$85.00
($425.00)
206.
Furnish and install approx.
160 linear feet of 21" RCP
Class III Storm Sewer,
complete as specified, per
linear foot
160.00
155.58
-4.42
$61.00
($269.62)
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
specified, per linear foot
430.00
423.24
- 6.76
$47.10
($318.40)
Page 7
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
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 -III
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 -III Storm
Sewer, complete as
specified, per linear foot
55.00
0.00
1 -55.00
$112.50
($6,187.50)
212.
Furnish and install approx.
25 linear feet of 38" x 60"
HERCP Class HE -III Storm
Sewer, complete as
specified, per linear foot
25.00
89.77
64.77
1 $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,
each
6.00
5.00
-1.00
$640.00
($640.00)
214.
Furnish and install approx.
98 Std. Inlets (Type 3 with
18" sump) with castings,
complete as specified,
each
98.00
97.00
-1.00
$1,100.00
($1,100.00)
215.
Furnish and install approx.
one (1) modified Type 3
Inlets (w /o sump) with
castings, complete as
. specified , each
1.00
4.00
3.00
$1,175.00
$3,525.00
216.
Not used
217.
Furnish and install approx.
63.00 vertical feet of std.
Storm Manhole (4' Inside
Diameter) in 22 locations
without castings, complete
as specified, per vertical
foot
63.00
63.66
0.66
$350.00
$231.00
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
vertical foot
9.00
8.34
-0.66
$418.00
($275.88)
219.
Not used
Page 8
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
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
vertical foot
39.00
38.59
-0.41
$418.00
($171.38)
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
($7,456.20)
223.
Reconstruct approx. one
(1) Storm Manhole,
complete as specified,
each
1.00
3.0
2.00
$900.00
$1,800.00
224.
Reconstruct approx. two
(2) Storm Box Manhole,
complete as specified,
each
2.00
1.00
-1.00
$1,600.00
($1,600.00)
225.
Rebuild approx. 28.00
vertical feet of Storm
Manhole (4' Inside
Diameter) in eight (8)
locations, with base,
complete as specified, per
vertical foot
28.00
28.03
0.03
$500.00
$15.00
226.
Rebuild approx. 37.50
vertical feet of Storm
Manhole (5' Inside
Diameter) in eight (8)
locations, with base,
complete as specified, per
vertical foot
37.50
35.56
-1.94
$500.00
($970.00
227.
Rebuild approx. 36.00
vertical feet of Storm Box
Manhole in nine (9)
locations, with base,
complete as specified, per
vertical foot
36.00
30.42
-5.58
$970.00
($5,412.60)
228.
Rebuild approx 9.50
vertical feet of Storm Inlet
Manhole (5' Inside
Diameter) in one (1)
location with base and
casting, complete as
, specified ,
per vertical foot
9.50
5.62
-3.88
$418.00
($1,621.84)
Page 9
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
229.
Rebuild approx. 4.50
PRICE
PRICE
vertical feet of Storm Box
Inlet Manhole in one (1)
location, with base and
1.00
1.00
$669.90
$669.90
casting, complete as
, specified , per vertical foot
4.50
13.17
8.67
$700.00
$6,069.00
230.
Reconstruct approx. 65
linear feet of 10' x 4'
reinforced concrete box
culvert, re -use existing
base, complete as
specified, per linear foot
65.00
65.70
0.70
$440.001
$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
-2.00
$275.00
($550.00)
233.
Abandon approx. 2215
lineal feet of 8" - 12" storm
sewer, completed as
specified, per linear foot
2,215.00
2,215.00
$9.00
234.
Abandon approx. 460
lineal feet of 15" storm
sewer, completed as
specified, per 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,
each
360.00
362.00
2.00
$35.00
$70.00
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
1.00
1.00
1 $700.00
SECTION II - (BID ITEMS 200 - 237) - SUB - TOTALS $37,648.24 ($28,861.34)
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION II
ITEM
Additional labor, equipment
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE 1N
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
lineal feet of 36" R.C.P
PRICE
PRICE
245
Additional labor, equipment
and materials to relay 7.0
lineal feet of 36" R.C.P
Storm Sewer on Iowa
Street, per Invoice #6417,
lump sum
1.00
1.00
$669.90
$669.90
Page 10
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
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
247
Additional labor, equipment
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
sum
1.00
1.00
$5,157.77
$5,157.77
249
Additional labor, equipment
and materials to
reconstruct 4' diameter
concrete block manhole @
Iowa St. & South Park
Ave., per Invoice #6421,
.lump sum
1.00
1.00
$669.30
$669.30
250
Restocking charge for
inlets not used due to
grade changes, per Invoice
#6423, lump sum
1.00
1.00
$1,399.66
$1,399.66
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
sum
1.00
1.00
$4,965.06
$4,965.06
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
sum
1.00
1.00
$250.00
$250.00
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,
lump sum
1.00
1.00
$641.25 1
$641.25
ADDITIONAL WORK: C.O. # 2 - (ITEMS 245 - 252) - SUB -TOTAL $16,987.74 $0.00
NET INCREASE TO: SECTION II - $25,774.64
Page 11
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
5,860 linear feet of 8"
PRICE
PRICE
SECTION III - SANITARY SEWER
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
5,860 linear feet of 8"
PRICE
PRICE
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
vertical foot
39.40
42.59
3.19
$300.00
$957.00
302.
Furnish and install approx.
1,200 linear feet of 10"
Sanitary Sewer
(Relay /New), complete as
specified, per linear foot
1,200.00
1,172.06
-27.94
$63.75
( $1,781.18)
303.
Furnish and install approx.
10.50 vertical feet of 10"
Sanitary Sewer Drop,
complete as specified, per
vertical foot
10.50
12.50
2.00
$320.00
$640.00
304.
Furnish and install approx.
2,100 linear feet of 12"
Sanitary Sewer
(Relay /New), complete as
specified, per linear foot
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
vertical foot
2.00
3.78
1.78
$370.00
$658.60
306.
Furnish and install approx.
1,325 linear feet of 18"
Sanitary Sewer Relay,
complete as specified, per
linear foot
1,325.00
1,330.18
5.18
$95.00
$492.10
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
cubic yard
1,600.00
1,135.40
- 464.60
$62.00
($28,805.20)
309.
Furnish and install approx.
548 vertical feet of Std.
Sanitary Manhole (4' Inside
Diameter) in 50
locations, complete as
specified, without casting,
p er vertical foot
548.00
561.52
13.52
$165.00
$2,230.80
Page 12
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
310.
Furnish and install approx.
8.50 vertical feet of Std.
Sanitary Manhole (5' Inside
Diameter) in one location,
complete as specified,
without casting, per vertical
foot
8.50
0.00
-8.50
$400.00
($3,400.00)
311.
Rebuild with bases,
approx. 46.00 vertical feet
of existing Sanitary
Manhole (4' Inside
Diameter) in 5 locations,
complete as specified,
without casting, per
vertical foot
46.00
34.43
-11.57
$240.00
($2,776.80)
312.
Rebuild without base,
approx. 18.10 vertical feet
of existing Sanitary
Manhole (4' Inside
Diameter), in one location,
complete as specified,
without casting, per vertical
foot
18.10
17.85
-0.25
$405.00
($101.25)
313.
Furnish and install approx.
one (1) 8" x 4" saddle,
complete as specified,
each
1.00
0.00
-1.00
$60.00
($60.00)
314.
Furnish and install approx.
one (1) 10" x 4" saddle,
complete as specified,
each
1.00
0.00
-1.00
$70.00
($70.00)
315.
Furnish and install approx.
one (1) 12" x 4" saddle,
complete as specified,
each
1.00
0.00
-1.00
$85.00
($85.00)
316.
Furnish and install approx.
one (1) 8" x 4" factory wye,
complete as specified,
each
1.00
5.00
4.00
$60.00
$240.00
317.
Furnish and install approx.
116 8" x 6" factory wyes,
completed as specified,
each
116.00
124.00
8.00
$60.00
$480.00
318.
Furnish and install approx.
44 10" x 6" factory wyes,
completed as specified,
each
44.00
17.00
-27.00
$103.00
($2,781.00)
319.
Furnish and install approx.
4 12" x 6" factory wyes,
completed as specified,
each
4.00
24.00
20.00
$140.00
$2,800.00
320.
Furnish and install approx.
21 18" x 6" factory wyes,
completed as specified,
each
21.00
33.00
12.00
$310.00
$3,720.00
Page 13
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
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,
each
6.00
8.00
2.00
$300.00
$600.00
325.
Abandon approx. 10
Sanitary Manholes,
complete as specified,
each
10.00
13.00
3.00
$350.00
$1,050.00
326.
Abandon approx. 750 lineal
feet of 8" sanitary sewer,
completed as specified, per
lump sum
1.00
1.00
$2,000.00
327.
Abandon approx. 415 lineal
feet of 10" sanitary sewer,
completed as specified, per
lump sum
1.00
1.00
$1,800.00
328.
Abandon approx. 245 lineal
feet of 12" sanitary sewer,
completed as specified, per
lump sum
1.00
1.00
$1,384.00
329.
Abandon approx. 230 lineal
feet of 15" sanitary sewer,
completed as specified, per
lineal foot
230.00
230.00
$10.00
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
Pineal foot
45.00
45.00
$34.50
333.
Abandon approx. 45 lineal
feet of 30" sanitary sewer,
completed as specified, per
lineal foot
45.00
45.00
$35.60
Page 14
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
Additional labor, equipment
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
new 8" Sanitary Sewer to
PRICE
PRICE
334.
Remove by -pass chamber
on Iowa Street, complete
as specified, lump sum
1.00
1.00
$2,500.00
335.
Furnish and install approx.
380 sanitary lateral marker
1.00
1.00
$1,274.00
$1,274.00
345
balls, complete as
specified, each
380.00
398.00
18.00
$10.00
$180.00
336.
Provide $700.00 to the City
of Oshkosh for project
management
communications, complete
1.00
1.00
$175.00
$175.00
346
as specified, lump sum
and materials to bulkhead
1.001
1.00
$700.00
SECTION III - (BID ITEMS 300 - 336) - SUB - TOTALS $159,728.08 ($164,455.68)
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION III
ITEM
Additional labor, equipment
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE 1N
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
new 8" Sanitary Sewer to
PRICE
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
1.00
$1,274.00
$1,274.00
345
Additional labor, equipment
and materials to construct
clean -out @ #1722
Murdock Avenue, per
Invoice #6424, lump sum
1.00
1.00
$175.00
$175.00
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
1.00
$1,729.50
$1,729.50
ADDITIONAL WORK: C. O. # 2 - (ITEMS 344 - 346) - SUB -TOTAL $3,178.50 $0.00
NET DECREASE TO: SECTION III - ($1,549.10)
Page 15
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
Furnish and install approx.
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
Iron Water Main w /poly
PRICE
PRICE
SEGTIUN IV - WATER MAIN
ITEM
Furnish and install approx.
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
IN
DECREASE
UNIT
CONTRACT
CONTRACT
Iron Water Main w /poly
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
5,065.00
5,089.00
24.00
$64.60
$1,550.40
403.
Furnish and install approx.
10 linear feet of 10" Ductile
Iron Water Main w /poly
wrap, complete as
specified (fittings not
included ), pper linear foot
10.00
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
1,574.00
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
24.00
3.00
-21.00
$510.00
($10,710.00)
406.
Furnish and install approx.
3,975 linear feet of 1"
Water Service Relay,
complete as specified, not
including corporation and
stop box per linear foot
3,975.00
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
275.00
221.00
-54.00
$44.90
($2,424.60)
Page 16
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
408.
Furnish and install
approx.144, 1"
corporation and stop box
with rod, complete as
specified, each
144.00
173.00
1 29.00
$225.00
$6,525.00
409.
Furnish and install approx.
sixteen (16) 8" x 6" Tees,
complete as specified,
each
16.00
16.00
$255.00
410.
Furnish and install approx.
four (4), 8" x 8" Tees,
complete as specified,
each
4.00
5.00
1.00
$244.00
$244.00
411.
Furnish and install approx.
seven (7), 12" x 6" Tees,
complete as specified,
each
7.00
6.00
-1.00
$320.00
($320.00)
411 A.
Furnish and install approx.
one (1), 12 "x8 "x6"
Tees, complete as
specified, each
1.00
0.00
-1.00
$750.00
($750.00)
412.
Furnish and install approx.
three (3), 12" x 8" Tees,
complete as specified,
each
3.00
5.00
2.00
$378.00
$756.00
412 A.
Furnish and install approx.
two (2) 12" x 12" tees,
complete as specified,
each
2.00
2.00
$467.00
413.
Furnish and install approx.
one (1), 6" x 4" Reducer,
complete as specified,
each
1.00
4.00
3.00
$158.00
$474.00
414.
Furnish and install approx.
seven (7), 8" x 4"
Reducers, complete as
specified, each
7.00
6.00
-1.00
$170.00
($170.00)
415.
Furnish and install approx.
twenty -two (22), 8" x 6"
Reducers, complete as
specified, each
22.00
28.0
6.00
$191.00
$1,146.00
416.
Furnish and install three (3)
12" x 6" Reducers,
complete as specified,
each
3.00
2.00
-1.00
$260.00
($260.00)
417.
Furnish and install approx.
fourteen (14), 4"-45
degree Bends, complete as
specified, each
14.00
12.00
-2.00
$132.00
($264.00)
418.
Furnish and install approx.
fifty -one (51), 6" - 45
degree Bends, complete as
specified, each
51.00
76. 00
25.00
$179.00
$4,475.00
419.
Furnish and install approx.
sixteen (16), 8" - 45
degree Bends, complete as
specified, each
16.00
22.00
6.00
$212.00
$1,272.00
Page 17
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
PRICE
CONTRACT
PRICE
420.
Furnish and install approx.
four (4) 10" - 45 degree
Bends, complete as
s ecified each
4.00
4.00
$300.00
421.
Furnish and install approx.
eight (8) 12" - 45 degree
Bends, complete as
specified, each
8.00
4.00
-4.00
$400.00
($1,600.00)
422.
Furnish and install approx.
three (3) 6" - 90 degree
Bends, complete as
. specified,
each
3.00
2.00
-1.00
$189.00
($189.00)
423.
Furnish and install approx.
twenty -six (26), 6" Valves,
complete as specified,
each
26.00
24.00
-2.00
$695.00
($1,390.00)
424.
Furnish and install approx.
forty -four (44), 8" Valves,
complete as specified,
each
44.00
49.00
5.00
$915.00
$4,575.00
425.
Furnish and install approx.
four (4), 12" Water Valves
in Std. Water Valve
Manhole (all replacement
valves), complete as
specified, 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" x 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,
each
1.00
1.00
$1,605.00
430.
Furnish and install nine (9)
Cut -in 12" x 8" Cross,
complete as specified,
each
9.00
10.00
1.00
$2,000.00
$2,000.00
431.
Furnish and install one (1)
6" Sleeve, complete as
specified, each
1.00
17.00
16.00
$350.00
$5,600.00
432.
Furnish and install nine (9)
12" Sleeves, complete as
specified, each
9.00
14.00
5.00
$1,294.00
$6,470.00
433.
Furnish and install approx.
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
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
434.
Furnish and install approx.
seven (7), 12" x 6"
Tapping Valves and
Sleeves, complete as
s ecified, each
7.00
8.00
1.00 1
$2,100.00
$2,100.00
435.
Furnish and install approx.
one (1), 18" x 12" Tapping
Valve and Sleeve,
complete as specified,
each
1.00
1.00
$5,000.00
436.
Furnish and install approx.
twenty -four (24) Hydrants,
complete as specified,
each
24.00
24.00
$1,972.00
437.
Furnish and install approx.
twenty -four (24) Gradeloks
for hydrant branches,
complete as specified,
each
24.00
1.00
-23.00
$428.00
($9,844.00)
438.
Abandon 4" - 6" Water
Main on Iowa Street (W.
18th Ave. - W. 16th Ave.),
including crossing streets,
complete as specified,
lump sum
1.00
1.00
$3,200.00
439.
Abandon 4" Water Main on
W. 15th Avenue, complete
as specified, lump sum
1.00
1.00
$1,000.00
440.
Abandon 4" Water Main on
W. 14th Avenue, complete
as specified, lump sum
1.00
1.00
$1,025.00
441.
Abandon 6" Water Main on
South Park Avenue,
complete as specified,
lump sum
1.00
1.00
$1,000.00
442.
Abandon 6" Water Main on
W. 12th Avenue, complete
as specified, lump sum
1.00
1.00
$1,175.00
443.
Abandon 6" Water Main
on Iowa Street (W. 10th
Ave. to W. 7th Ave),
including crossing streets,
complete as specified,
lump sum
1.00
1.00
$4,160.00
444.
Abandon 4" - 6" Water
Main on E. Irving Avenue
(Bowen St. to Hazel St.),
including crossing streets,
complete as specified,
lump sum
1.001
1.00
$8,175.00
Page 19
CONTRACT: 07 -04 CHANGE ORDER # 2
ITEM
DESCRIPTION
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
CONTRACT
DECREASE IN
CONTRACT
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
Iowa Street, complete as
PRICE
PRICE
445.
Abandon 6" Water Main on
2.00
2.00
$250.00
$500.00
463
N. Lark Street (Southland
Ave. to Arthur Ave.),
including crossing streets,
complete as specified,
lump sum
1.00
1.00
$3,150.00
446.
Abandon 6" Water Main on
1.00
1.00
$2,499.24
$2,499.24
464
Hawk Street (Coolidge
Ave. to Van Buren Ave.)
including cross streets,
complete as specified,
lump sum
1.00
1.00
$975.00
447.
Provide $700.00 to the City
of Oshkosh for project
management
communications, complete
1.00
1.00
$4,600.00
$4,600.00
465
as specified, lump sum
two (2), 6" - 22.5 degree
1.00
1.00
$700.00
SECTION IV - (BID ITEMS 400 - 447) - SUB - TOTALS $62,555.58 ($54,324.60)
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION IV
ITEM
Furnish and install Foster
CONTRACT
INSTALLED
NET
NET
COST PER
INCREASE IN
DECREASE IN
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
CONTRACT
CONTRACT
Iowa Street, complete as
PRICE
PRICE
462
Furnish and install Foster
Valves on 2 Hydrants on
Iowa Street, complete as
specified, each
2.00
2.00
$250.00
$500.00
463
Additional labor, equipment
and materials to offset and
raise existing hydrant at
18th Ave. and Iowa St., per
Invoice #6416, lump sum
1.00
1.00
$2,499.24
$2,499.24
464
Additional labor, equipment
and materials to excavate
and install necessary
corporations to chlorinate
water main on Irving
Avenue upon elimination of
water valve manhole, per
Invoice #6635, lump sum
1.00
1.00
$4,600.00
$4,600.00
465
Furnish and install approx.
two (2), 6" - 22.5 degree
bends, complete as
specified, each
2.00
2.00
$179.00
$358.00
466
Furnish and install approx.
two (2), 8" solid sleeve,
complete as specified,
each
2,00
2.00
$196.80
$393.60
Page 20