HomeMy WebLinkAboutPW Cnt 06-08/Cng Ord #4
City of Oshkosh
Department of Public Works
215 Church Avenue
P.O. Box 1130
Oshkosh, Wisconsin
54903-1 130
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OJHKOJH
ON THE WATER
(920) 236-5065
December 12, 2007
Mr. Dan.Beaudoin
LaLonde Contractors, Inc.
P.O. Box 070420
Milwaukee, WI 53207
Re: Change Order #4/Contract 06-08
Dear Mr. Beaudoin:
Enclosed please find an executed copy of the Change Order between the City of Oshkosh and
LaLonde Contractors, Inc. regarding the above-mentioned project.
If you have any questions, please call our office at (920) 236-5065. Thank you.
Sincerely,
/JiJAJUL c. '-fJai:lio 1c1mv
David C. Patek
Director of Public Works
DCP/clm
Enclosure
cc: Pam Ubrig, City Clerk (w/original)
Lynn Lorenson, Assistant City Attorney (w/copy)
File Copy (w/origina1)
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CHANGE ORDER # 4- "t-J.
DATED: December 4, 2007
TO: LaLonde Contractors, Inc.
P. O. Box 070420
Milwaukee, WI 53207
Your present contract with the City of Oshkosh, Contract No.
and changed as follows:
06-08 , is hereby amended
NET INCREASE TO: SECTION 1- ROADWAY ITEMS
NET DECREASE TO: SECTION II - ELECTRICAL ITEMS
NET DECREASE TO: SECTION III - STORM SEWER ITEMS
NET DECREASE TO: SECTION IV - SANITARY SEWER ITEMS
NET INCREASE TO: SECTION V - WATER MAIN
$24,045.58
($5,123.50)
($10,133.40)
($531.79)
$56,564.51
NET INCREASE TO CONTRACT:
$64,821.40
bcwd c-. ~~~
Director of Publ c Works
Recommended:
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.
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A5sr. Compt lIer
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CONTRACT: 06-08 CHANGE ORDER # 4
SECTION 1- ROADWAY ITEMS
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANT/TIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
1 Clearing & Grubbing, lump $800.00
sum 1.00 1.00
2 Remove approx. 385 linear
ft. of Curb & Gutter, per ($316.00)
linear ft. 385.00 306.00 -79.00 $4.00
3 Remove approx. 4,400
square yards of existing
Pavement, per square yard 4,400.00 4,086.00 -314.00 $3.75 ($1,177.50)
3a Remove approx. 750
square yards of existing
Concrete Sidewalks and
Driveways, per square yard 750.00 309.00 -441.00 $3.00 ($1,323.00)
3b Remove approx. 27
existing Light Poles &
Concrete Bases, each 27.00 29.00 2.00 $150.00 $300.00
3c Remove Sign and Base,
Station 496+99, lump sum 1.00 1.00 $3,000.00
4 Obliterate nine (9) Old
Roadway, per
STA (100 ft,) 9.00 9.00 $300.00
5 Approx. 19,247 cubic yards
of Common Excavation,
per cubic yard 19,247.00 22,149.00 2,902.00 $4.08 $11,840.16
6 Approx. 15,200 square
yards of 8-lnch Doweled
Concrete Pavement wI
Integral Curb & Gutter and
6-lnch Base Course, per
square yard 15,200.00 14,734.00 -466.00 $30.95 ($14,422.70)
7 Furnish and install approx.
50 Dowel Bars, each 50.00 25.00 -25.00 $12.00 ($300.00)
8 Furnish and install approx.
80 Pavement Ties, each 80.00 86.00 6.00 $6.50 $39.00
9 Approx. 460 square ft. of
Concrete Median Sloped
Nose, per SQuare foot 460.00 627.00 167.00 $5.55 $926.85
10 Approx. 750 square ft. of
Concrete Corrugated
Median, per SQuare foot 750.00 858.00 108.00 $5.75 $621.00
11 Approx. 2,135 linear ft. of
Concrete Curb & Gutter, 30
Inch, per linear ft. 2,135.00 2,090.00 -45.00 $8.38 ($377.10)
12 Approx. 375 linear feet of 8
x 18 Inch Concrete Curb,
per linear ft. 375.00 351.00 -24.00 $22.00 ($528.00)
13 Approx. 13,500 square ft.
of Concrete Sidewalk, 4-
Inch, per square foot 13,500.00 12,205.00 -1,295.00 $2.49 ($3,224.55)
Page 1
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CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANT/TIES INCREASE DECREASE UNIT PRICE PRICE
14 Approx. 2,650 square ft. of
Concrete Sidewalk &
Driveway, 6-lnch, per
square foot 2,650.00 3,993.00 1,343.00 $3.08 $4,136.44
15 Approx. 300 square yards
of 6-lnch Base Aggregate
Dense, Driveway, per
square yard 300.00 250.00 -50.00 $3.50 ($175.00)
16 Approx. 64 square ft. of
Detectable Warning Field,
per SQuare foot 64.00 64.00 $32.00
17 Approx. 500 square yards
of Asphaltic Surface for
Driveways, 4-lnch, per
square yard 500.00 538.00 38.00 $20.20 $767.60
18 Approx. 1,200 square
yards of Asphaltic Surface
Transition and 10-lnch
Base Course, per square
yard 1,200.00 1,222.00 22.00 $18.95 $416.90
19 Approx. 800 linear ft. of 6-
Foot Wide Base Aggregate
Dense Shoulder, per linear
ft. 800.00 789.00 -11.00 $4.45 ($48.95)
20 Approx. 6,500 square ft. of
Paving Brick wI 4-lnch
Concrete Subbase and
Leveling Sand, per square
foot 6,500.00 5,671.00 -829.00 $8.04 ($6,665.16)
21 Approx. 18,000 square
yards of 6-lnch Pulverized
Topsoil, Seed, Fertilize &
Erosion Mat, per square
vard 18,000.00 20,000.00 2,000.00 $3.85 $7,700.00
21a Approx. 1,650 square
yards of 6-lnch Pulverized
Topsoil, Prairie Seed,
Fertilize & Erosion Mat, per
square yard 1,650.00 1,771.00 121.00 $3.85 $465.85
22 Approx. 150 square yards
of Median Topsoil and
Hardwood Mulch, per
square vard 150.00 135.00 -15.00 $8.00 ($120.00)
23 Approx. 1,520 linear ft. of
Pavement Marking Epoxy,
4-lnch, per linear foot 1,520.00 4,042.00 2,522.00 $0.35 $882.70
24 Approx. 1,650 linear ft. of
Pavement Marking Paint, 4
Inch, per linear foot 1,650.00 0.00 -1,650.00 $0.35 ($577.50)
25 Approx. 1,170 linear ft. of
Pavement Marking Epoxy,
8-lnch, per linear ft. 1,170.00 1,262.00 92.00 $0.60 $55.20
Page 2
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CONTRACT: 06-08 CHANGE ORDER # 4
CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
26 Approx. 350 linear ft. of
Pavement Marking
Crosswalk Epoxy, 6-lnch,
per linear ft. 350.00 337.00 -13.00 $4.50 ($58.50)
27 Approx. 80 linear ft. of
Pavement Marking Stop
Line Epoxy, 18-lnch, linear
ft. 80.00 127.00 47.00 $6.10 $286.70
28 Approx. ten (10) Pavement
Marking Words Epoxy,
"ONLY", each 10.00 10.00 $140.00
29 Approx. two (2) Pavement
Marking Arrows Epoxy,
Type 1, each 2.00 2.00 $110.00
30 Approx. 14 Pavement
Marking Arrows Epoxy,
Type 2, each 14.00 14.00 $130.00
31 Approx. 300 square ft. of
Pavement Marking
Concrete Corrugated
Median Epoxy, per square
foot 300.00 563.00 263.00 $2.00 $526.00
32 Traffic Control, Temporary,
lumo sum 1.00 1.00 $1,250.00
33 Traffic Control, Permanent,
lump sum 1.00 1.00 $2,000.00
34 Approx. 2,000 linear ft. of
Silt Fence, per linear ft. 2,000.00 1,820.00 -180.00 $1.50 ($270.00)
35 Approx. 40 Inlet Protection,
each 40.00 42.00 2.00 $30.00 $60.00
36 Approx. two (2) Erosion
Control Tracking Mats,
each 2.00 1.00 -1.00 $650.00 ($650.00)
37 Approx. 60 linear ft. of
Temporary Rock Ditch
Check, per linear ft. 60.00 179.00 119.00 $8.00 $952.00
38 Approx. 350 ton of Riprap,
Medium, per ton 350.00 360.00 10.00 $24.00 $240.00
39 Approx. 260 square yards
of Geotextile Fabric, Type
R, per square yard 260.00 411.00 151.00 $4.00 $604.00
40 Approx. 780 linear ft. of
Sawing Existing Pavement,
I per linear ft. 780.00 314.00 -466.00 $1.25 ($582.50)
41 Approx. 215 linear ft. of
Sawing Concrete
Pavement, Full Depth, per
linear ft. 215.00 319.00 104.00 $3.00 $312.00
SECTION I - (BID ITEMS 1 - 41) - SUB-TOTALS
$31,132.40 ($30,816.46)
Page 3
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CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPT/ON QUANT/TIES QUANT/TIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
ADDITIONAL WORK REQUIRED: C.O. # 4- SECTION I
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANT/T/ES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Additional cost of labor &
materials for misc. paving
items as follows:
reinforcing bars over utility
trenches, reinforcing rods
at control joints, thickened
asphalt sections at asphalt
tie-in locations, traffic
control at south end, and
removal and resetting rural
mail boxes, per invoice
dated 11/28/07, lump sum
1.00 1.00 $4,022.79 $4,022.79
2 Additional cost of labor and ....
materials for misc.
concrete paving items as
follows: 12" wide radius
curb head, 8" concrete
sidewalk and driveway
aprons, 30" curb & gutter,
8" dowels concrete
pavement, and 6" H.E.S.
concrete driveway apron,
per invoice dated 11/28/07,
lump sum 1.00 1.00 $16,456.22 $16,456.22
3 Additional cost of labor &
materials for misc. erosion
control items as follows:
Seed, fertilizer, mulch
temporary ditch, and
erosion mat adjacent to
McDonald's driveway, per
invoice dated 11/28/07,
lumo sum 1.00 1.00 $2,042.13 $2,042.13
4 Additional cost of labor &
materials for misc. delays
of grading near Racette
Ford property and inlet
installation 403.3, per
invoice dated 11/28/07,
lump sum 1.00 1.00 $1,208.50 $1,208.50
ADDITIONAL WORK: C.O. # 4 - (ITEMS 1 - 4) - SUB-TOTAL
$23,729.64
$0.00
NET INCREASE TO: SECTION I -
$24,045.58
Page 4
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CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREAS
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRA
PRICE PRICE
SECTION II - ELECTRICAL ITEMS
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ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
42 Remove approx. three (3)
Concrete Bases, each 3.00 3.00 $75.00
43 Approx. 785 linear ft. of
Conduit Rigid Non-Metallic
Schedule 40, 2-lnch, per
linear ft. 785.00 705.00 -80.00 $5.50 ($440.00)
44 Approx.. 1,255 linear ft. of
Conduit Rigid Non-Metallic
Schedule 40, 3-lnch, per
linear ft. 1,255.00 1,249.00 -6.00 $6.00 ($36.00)
45 Approx. 3,500 linear ft. of
Conduit Rigid Non-Metallic
Schedule 40, 3-lnch wI
Ground Wire, per linear ft. 3,500.00 2,826.00 -674.00 $6.00 ($4,044.00)
46 Approx. 65 linear ft. of
Conduit Special, 3-lnch,
I per linear ft. 65.00 71.00 6.00 $15.00 $90.00
47 Approx. 886 linear ft. of
Conduit Loop Detector, per
linear ft. 886.00 910.00 24.00 $4.00 $96.00
48 Furnish and install approx.
five (5) Pull Boxes, Steel,
12 x 24 Inch, each 5.00 4.00 -1.00 $350.00 ($350.00)
49 Furnish and install approx.
three (3) Pull Boxes, Steel,
24 x 36 Inch, each 3.00 3.00 $450.00
50 Furnish and install approx.
18 Pull Boxes, Steel,
24 x 42 Inch, each 18.00 17.00 -1.00 $450.00 ($450.00\
51 Approx. two (2) Concrete
Bases, Type 1, each 2.00 2.00 $400.00
52 Approx. two (2) Concrete
Bases, Type 2, each 2.00 2.00 $600.00
53 Approx. 1 ,340 linear ft. of
Loop Detector Lead In
Cable, per linear ft. 1,340.00 1,340.00 $1.00
54 Approx. 2,734 linear ft.
Loop Detector Wire, per
linear ft. 2,734.00 2,755.00 21.00 $0.50 $10.50
55 Temporary Traffic Signals
for Intersections (STH 21 &
Washburn), lump sum 1.00 1.00 $7,500.00
56 Remove approx. three (3)
Pull Box Special, each 3.00 3.00 $75.00
SECTION 11- (BID ITEMS 42 - 56) - SUB-TOTALS
$196.50 ($5,320.00)
NET DECREASE TO: SECTION II -
($5,123.50)
Page 5
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
SECTION III - STORM SEWER ITEMS
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTlT/ES INCREASE DECREASE UNIT PRICE PRICE
57 Remove six (6) Inlets, each
6.00 6.00 $300.00
58 Remove one (1) Manhole,
each 1.00 1.00 $500.00
59 Remove approx. 770 linear
ft. of Storm Sewer Pipe,
per linear ft. 770.00 767.00 -3.00 $10.00 ($30.00)
60 Furnish and install 14
Manholes, Type 3, each 14.00 12.00 -2.00 $2,050.00 ($4,100.00)
61 Furnish and install 33
Inlets, Type 3 wI 18-lnch
Sump, each 33.00 31.00 -2.00 $950.00 ($1,900.00)
62 Furnish and install two (2)
Inlets, Type 8, each 2.00 2.00 $1,050.00
63 Furnish and install two (2)
AEWs for Culvert Pipe,
Reinforced Concrete 15-
Inch, each 2.00 2.00 $700.00
64 Furnish and install three
(3) AEWs for Culvert Pipe,
Reinforced Concrete 24-
Inch, each 3.00 3.00 $900.00
65 Furnish and install one (1)
AEW for Culvert Pipe,
Reinforced Concrete 24 x
38 I nch Horizontal
Elliptical, each 1.00 1.00 $1,300.00
66 Furnish and install one (1)
AEW for Culvert Pipe,
Reinforced Concrete 29 x
45 Inch Horizontal
Elliptical, each 1.00 1.00 $1,500.00
67 Furnish and install approx.
22 linear ft. of 12-lnch PVC
SDR-35 Storm Sewer, per
linear ft. 22.00 26.00 4.00 $35.00 $140.00
68 Furnish and install approx.
129 linear ft. of 15-lnch
RCP, Class III Storm
Sewer, per linear ft. 129.00 137.46 8.46 $30.00 $253.80
69 Furnish and install approx.
388 linear ft. of 15-lnch
RCP, Class IV Storm
Sewer, per linear ft. 388.00 337.84 -50.16 $30.00 ($1,504.80)
70 Furnish and install approx.
197 linear ft. of 15-lnch
RCP, Class V Storm
Sewer, per linear ft. 197.00 198.40 1.40 $30.00 $42.00
Page 6
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
71 Furnish and install approx.
18 linear ft. of 15-lnch PVC
SDR-35 Storm Sewer, per
linear ft. 18.00 0.00 -18.00 $40.00 ($720.00)
72 Furnish and install approx.
295 linear ft. of 18-lnch
RCP, Class IV Storm
Sewer, per linear ft. 295.00 294.94 -0.06 $33.00 ($1.98)
73 Furnish and install approx.
28 linear ft. of 18-lnch PVC
SDR-35 Storm Sewer, per
linear ft. 28.00 0.00 -28.00 $45.00 ($1,260.00)
74 Furnish and install approx.
16 linear ft. of 21-lnch
RCP, Class IV Storm
Sewer, oer linear ft. 16.00 0.00 -16.00 $50.00 ($800.00)
75 Furnish and install approx.
55 linear ft. of 24-lnch
RCP, Class III Storm
Sewer, per linear ft. 55.00 59.87 4.87 $46.00 $224.02
76 Furnish and install approx.
909 linear ft. of 24-lnch
RCP, Class IV Storm
Sewer, oer linear ft. 909.00 907.77 -1.23 $48.00 ($59.04)
77 Furnish and install approx.
115 linear ft. of 24-lnch
RCP, Class V Storm
Sewer, per linear ft. 115.00 126.26 11.26 $49.00 $551.74
78 Furnish and install approx.
241 linear ft. of 30-lnch
RCP, Class IV Storm
Sewer, per linear ft. 241.00 209.27 -31 .73 $52.00 ($1,649.96)
79 Furnish and install approx.
252 linear ft. of 24 x 38
Inch RCP Horizontal
Elliptical, Class HE-IV
Storm Sewer, per linear ft. 252.00 255.50 3.50 $75.00 $262.50
80 Furnish and install approx.
90 linear ft. of 29 x 45 Inch
RCP Horizontal Elliptical,
Class HE-IV Storm Sewer,
per linear ft. 90.00 95.04 5.04 $83.00 $418.32
81 Pond Outlet Structure,
lumo sum 1.00 1.00 $2,750.00
SECTION 11I- (BID ITEMS 57 - 81 ) - SUB-TOTALS
$1,892.38 ($12,025.78)
($10,133.40)
NET DECREASE TO: SECTION III -
Page 7
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
SECTION IV - SANITARY SEWER ITEMS
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
82 Abandon Sanitary Sewer,
lump sum 1.00 1.00 $500.00
83 Remove approx. four (4)
Sanitary Sewer Manholes,
each 4.00 4.00 $500.00
84 Adjust approx. one (1)
Sanitary Sewer Manhole,
each 1.00 1.00 $300.00
85 Core approx. one (1)
existing Manhole & Install
Boot, each 1.00 1.00 $1,900.00
86 Furnish and install approx.
nine (9) 48-lnch Precast ,
Sanitary Sewer Manholes,
each 9.00 9.00 $2,000.00
87 Metering Manhole, lump
sum 1.00 1.00 $70,000.00
88 Furnish and install approx.
532 linear ft. of 8-lnch PVC
Sanitary Sewer Main, per
linear ft. 532.00 533.60 1.60 $65.00 $104.00
89 Furnish and install approx.
1,985 linear ft. of 21-lnch
PVC Sanitary Sewer Main,
per linear ft. 1,985.00 1,929.81 -55.19 $83.00 ($4,580.77)
90 Furnish and install approx.
two (2) 8-lnch Caps, each 2.00 2.00 $25.00
91 Furnish and install approx.
one (1) 21-lnch Cap, each 1.00 1.00 $400.00
92 Furnish and install approx.
two (2) 21-lnch Plugs,
each 2.00 2.00 $350.00
93 Approx. 100 cubic yards of
Rock Excavation, per cubic
I yard 100.00 100.00 $100.00
SECTION IV - (BID ITEMS 82 - 93) - SUB-TOTALS
$104.00
($4,580.77)
ADDITIONAL WORK REQUIRED: C.O. # 4- SECTION IV
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Additional cost for extra
depth of sewer, per linear
foot 478.71 478.71 $2.06 $986.14
]
Page 8
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
2 Reconstruct existing
sanitary manhole that was
bid to be adjusted, per
invoice dated 3/29/06,
lump sum 1.00 1.00 $1,543.52 $1,543.52
3 Additional cost of labor and
materials to install flume in
field instead of plant in
metering manhole, per
invoice dated 4/2/07, lump
sum 1.00 1.00 $1,415.32 $1,415.32
ADDITIONAL WORK: C.O. # 4 (ITEMS 1 - 4) - SUB-TOTAL
$3,944.98
$0.00
NET DECREASE TO: SECTION IV -
($531.79)
SECTION V - WATER MAIN
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREA
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTR
PRICE PRIC
S~/N
ACT
E
94 Abandon Water Main, lump
sum 1.00 1.00 $1,010.00
94a Remove approx. 143 linear
ft. of Water Main, per
linear ft. 143.00 145.00 2.00 $10.00 $20.00
95 Remove approx. three (3)
Hydrants, each 3.00 3.00 $300.00
96 Furnish and install approx.
175 linear ft. of 6-lnch
Ductile Iron Class 52
Water Main wI Polywrap,
per linear ft. 175.00 206.60 31.60 $40.00 $1,264.00
97 Furnish and install approx.
183 linear ft. of 8-lnch
Ductile Iron Class 52
Water Main wI Polywrap,
per linear ft. 183.00 115.50 -67.50 $44.00 ($2,970.00)
98 Furnish and install approx.
1 ,919 linear ft. of 16-lnch
Ductile Iron Class 52
Water Main wI Polywrap,
I per linear ft. 1,919.00 1,959.77 40.77 $69.00 $2,813.13
99 Furnish and install approx.
six (6) 6
Inch Gate Valves, each 6.00 6.00 $850.00
100 Furnish and install approx.
three (3) 8-lnch
Gate Valves, each 3.00 2.00 -1.00 $1,000.00 ($1,000.00)
101 Furnish and install approx.
five (5) 16-
Inch Gate Valves in
Standard Water Valve
Manhole, each 5.00 6.00 1.00 $6,600.00 $6,600.00
Page 9
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CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
102 Furnish and install approx.
one (1) 16-
Inch Tapping Valve &
Sleeve, each 1.00 3.00 2.00 $11,000.00 $22,000.00
103 Furnish and install two (2)
8-lnch Cap, each 2.00 0.00 -2.00 $95.00 ($190.00)
104 Furnish and install approx.
six (6)
16 x 6 Inch Tee, each 6.00 7.00 1.00 $830.00 $830.00
105 Furnish and install approx.
one (1) 16 x
16 Inch Tee, each 1.00 2.00 1.00 $1,010.00 $1,010.00
105a Furnish and install approx.
one (1) 16
x 8 Inch Tee, each 1.00 1.00 $860.00
106 Furnish and install approx.
one (1) 16x81nch
Cross, each 1.00 0.00 -1.00 $1,160.00 ($1,160.00)
107 Furnish and install approx.
one (1) 16 x
12 Inch Reducer, each
1.00 1.00 $650.00
108 Furnish and install approx.
one (1) 16-
Inch PluQ, each 1.00 1.00 $245.00
108a Furnish and install approx.
three (3) 8-lnch
PluQs, each 3.00 3.00 $50.00
109 Furnish and install approx.
six (6)
16-lnch -11-1/4 Degree
Bends,each 6.00 6.00 $800.00
110 Furnish and install approx.
eight (8) 16-
Inch - 22-1/2 Degree
Bends, each 8.00 8.00 $800.00
111 Furnish and install approx.
two (2) 16-lnch
45 Degree Bends, each
2.00 3.00 1.00 $800.00 $800.00
112 Not used
113 Furnish and install approx.
six (6) Hydrants, each
6.00 7.00 1.00 $2; 125.00 $2,125.00
114 Approx. six (6) Gradeloks,
each 6.00 5.00 -1.00 $400.00 ($400.00)
115 Approx. 86 linear ft. of 1-
Inch Water Service, per
linear ft. 86.00 159.00 73.00 $35.00 $2,555.00
116 Furnish and install approx.
two (2) 1-lnch
Corporation and Stop Box
wI Rod, each 2.00 1.00 -1.00 $250.00 ($250.00)
Page 10
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
117 Approx. 850 square ft. of 2
Inch Thick Polystyrene
Insulation, per square foot 850.00 384.00 -466.00 $1.00 ($466.00)
SECTION V - (BID ITEMS 94 -117) - SUB-TOTALS
$40,017.13 ($6,436.00)
ADDITIONAL WORK REQUIRED: C.O. # 4 - SECTION V
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRAC.
PRICE PRICE
Yl
:J
1 Additional labor and
materials to tie in existing
watermain at Washburn
Ave. and STH 21, per
invoices dated 4/4/07 and
4/5/07, lump sum 1.00 1.00 $4,156.33 $4,156.33
2 Additional labor and
materials to excavate, cap
and abandon existing 16"
watermain in two places as
directed by Oshkosh Water
Department, per invoice
dated 5/21/07, lump sum
1.00 1.00 $4,055.15 $4,055.15
3 Additional labor and
materials to extend water
services as directed by
Oshkosh Water
Department, per invoice
dated 5/21/07, lump sum 1.00 1.00 $3,392.40 $3,392.40
4 Additional watermain pie
and fitting required that
were not bid as part of this
contract, per invoice dated
10/31/07, lump sum 1.00 1.00 $11,379.50 $11,379.50
ADDITIONAL WORK: C.O. # 4 (ITEMS 1 - 4) - SUB-TOTAL
$22,983.38
$56,564.51
$0.00
NET INCREASE TO: SECTION V _
-
NET INCREASE TO SECTIONS I, II, III, IV, V
NET DECREASE TO SECTIONS I, II, III, IV, V
$124,000.41
($59,179.01 )
NET INCREASE TO CONTRACT:
$64,821.40
Page 11