HomeMy WebLinkAbout07-363
DECEMBER 11, 2007
07 -363
RESOLUTION
(CARRIED 1-0 LOST
LAID OVER
WITHDRAWN
)
PURPOSE:
CHANGE ORDER NO.4, PUBLIC WORKS CONTRACT NO. 06-08
($64,821.40)
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:
LaLonde Contractors, Inc.
PO Box 070420
Milwaukee, WI 53207
Net Increase to contract:
$64,821.40
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No. 315-0410-7480-00000 -- Street Improvement Fund Expenditures
Acct. No. 541-1810-1799-00000 -- Water Utility-Construction in Progress
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:
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
NET INCREASE TO CONTRACT:
Recommended:
Director of Public Works
CHANGE ORDER # 4 \lt~
DATED: December 4, 2007
06-08 , is hereby amended
$24,045.58
($5,123.50)
($10,133.40)
($531.79)
$56,564.51
$64,821.40
CITY OF OSHKOSH
BY:
City Manager
City Clerk
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.
Approved as to form:
City Attorney
Comptroller
CONTRACT: 06-08 CHANGE ORDER # 4
SECTION 1- ROADWAY ITEMS
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANT/TIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Clearing & Grubbing, lump $800.00
sum 1.00 1.00
2 Remove approx. 385 linear
ft. of Curb & Gutter, per
linear ft. 385.00 306.00 -79.00 $4.00 ($316.00)
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, oer sauare 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,
oer 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
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPT/ON CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES 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, .
loer square foot 64.00 64.00 $32.00
17 Approx. 500 square yards
of Asphaltic Surface for
Driveways, 4-lnch, per
square vard 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 w/4-lnch
Co.ncrete 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
yard 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
sauare 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
sauare'vard 150.00 135.00 -15.00 $8.00 ($120.00)
23 Approx. 1,520 linear ft. of
Pavement Marking Epoxy,
4~lnch, oer 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, oer 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
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANT/TIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
26 Approx. 350 linear ft. of
Pavement Marking
Crosswalk Epoxy, 6-lnch,
oer 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,
Tvoe 1, each 2.00 2.00 $110.00
30 Approx. 14 Pavement
Marking Arrows Epoxy,
Tyoe 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,
lump sum 1.00 1.00 $1,250.00
33 Traffic Control, Permanent,
lumo 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, oer 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,
loer 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 1- (BID ITEMS 1 -41) - SUB-TOTALS
$31,132.40 ($30,816.46)
Page 3
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
ADDITIONAL WORK REQUIRED: C.O. # 4- SECTION I
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANT/TIES QUANTITIES INCREASE DECREASE UNIT 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,
lumo 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,
lumo 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
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 II - ELECTRICAL ITEMS
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,
loer 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 (8TH 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 II - (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
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
SECTION III - STORM SEWER ITEMS
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES 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,
Iper linear ft. 770.00 767.00 -3.00 $10.00 ($30.00)
60 Furnish and install 14
Manholes, Tvoe 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
Sumo, each 33.00 31.00 -2.00 $950.00 ($1,900.00)
62 Furnish and install two (2)
Inlets, Tvoe 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 Inch Horizontal
Elliotical, 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
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
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, per 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, per 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. 0(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,
lump sum 1.00 1.00 $2,750.00
SECTION III - (BID ITEMS 57 - 81 ) - SUB-TOTALS
$1,892.38 ($12,025.78)
NET DECREASE TO: SECTION III -
($10,133.40)
Page 7
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 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;
! oer 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, J
each 2.00 2.00 $350.00
93 Approx. 100 cubic yards of
Rock Excavation, per cubic
Iyard 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
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
2 Reconstruct existing
sanitary manhole that was
bid to be adjusted, per
invoice dated 3/29/06,
lumo 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 DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
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)
Hvdrants, 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,
oer 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,
.oer 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,
oer 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
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANT/TIES 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) 16 x 8 Inch
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)
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. ..
CONTRACT: 06-08 CHANGE ORDER # 4
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANT/TIES 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 ($46ELOO)
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
?l
: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, lumo 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 inyoice
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, lumo 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, lumo sum 1.00 1.00 $11,379.50 ' $11,379.50
ADDITIONAL WORK: C.O. # 4 (ITEMS 1 - 4) - SUB-TOTAL
$22,983.38
$0.00
NET INCREASE TO: SECTION V _
$56,564.51
-
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
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