HomeMy WebLinkAbout06-344
NOVEMBER 28, 2006
06-344
RESOLUTION
(CARRIED 7 -2
LOST
LAID OVER
WITHDRAWN
PURPOSE:
CHANGE ORDER NO.3, PUBLIC WORKS CONTRACT NO. 05-05
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:
VINTON CONSTRUCTION CO.
PO Box 1987
Manitowoc, WI 54221-1987
Net decrease to contract:
($125,236.64)
PURPOSE: See attached Change Order.
",It
CHANGE ORDER #3
DATED: 10/31/06
TO: VINTON CONSTRUCTION CO
P. O. BOX 1987
MANITOWOC WI 54221-1987
Your present contract with the City of Oshkosh, Contract No.
and changed as follows:
05-05 , is hereby amended
PART I
NET DECREASE TO: PART 1 - SECTION I - CONCRETE PAVING
NET DECREASE TO: PART 1 -SECTION II - STORM SEWER
NET DECREASE TO: PART 1- SECTION III - SANITARY SEWER
NET INCRE.A.SE TO: PART 1- SECTION IV- WATER MAIN
NETDECREASETO pART I:
PART II (Southwest Industrial Park - Golbal Parkway Extension)
NET INCREASE TO: PART 11- SECTION 1- STREET WORK
NET DECREAsE TO: PART II - SECTION II - STORM SEWER
NET INCREASE TO: PART II - SECTION III - WATER MAIN
NETDECREASETO: PART 11- SECTION IV - STORMWATER MANAGEMENT
NET DECREASE TO PART II:
($157,313.77)
($6,238.25)
($5,119.17)
$50,196.85
($118,474.34)
$1,885.43
($3,567.30)
$405.45
($5,485.88)
($6,762.30)
($125,236.64)
TOTAL DECREASE TO CONTRACT 05-05 (PARTS I & II)
BY:
City Manager
Recommended:
Approved and accepted:
~.W~
.... Contractor
Director of Public Works
I certify that provision has been made to pay the liability that will accrue to the City of
Oshkosh, Wisconsin, under the within Change Order.
.
CONTRACT: 05~05 CHANGE ORDER# 3
PART! - SECTION I - CONCRETE PAVING
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1. Approx. 14,100 square
yards of pavement
removal, complete as
specified, per square yard 14,100.00 13,696,20 -403.80 $2,10 ($847.98)
2. Approx. 52,945 square feet
of sidewalk and driveway
removal, complete as
specified, per square foot
52,945.00 57,352:50 4,407.50 $0.61 $2,688.58
3. Approx. 24,250 cubic yards
of excavation, complete as
specified, per cubic yard
, 24,250.00 22,595.80 -1,654.20 ' $5.96 ($9,859,03)
4. Approx. 41,765 square
yards of 7" non-reinforced
concrete pavement,
including integral curb, 5"
base material and grading,
complete as specified, per
square yard 41,765.00 41,728.50 -36.50 '. $24.17 ($882.21)
5. Approx. 1,255 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
1,255.00 1 ,279.40 24.40 . $42.15 $1,028.46
6. Approx. 17,720 square
yards of' 8" doweled
concrete pavement,
including integral curb and
grading (base in place),
complete as specified, per
square yard 17,720.00 14,636.50 -3,083.50 $25:20 ($77,704.20)
7. Approx. 1,935 linear feet of
12" wide radius.curb head,
complete as specified, per
linear foot 1,935.00 2,133.50 198.50 $2.00 $397.00
8., Approx. 763 linear feet of
standard 30" curb & gutter, .
complete as specified, per
linear foot 763.00 844.60 81.60 $15.70 $1,281.12 "., , ','
9. Approx. 145 linear feet of ,.'
standard 36" curb & gutter
(mountable), complete as "
soecified, per linear foot" " 145.00 151.00 6.00 $18.20 $109.20
. . ..
ITEM. . CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
10. Approx. 17,155 square feet
of' 4" concrete sidewalk,
complete as specified, per
square foot 17,155.00 24,371.10 7,216.10 $2.72 $19,627.79
11. Approx, 46,965 square
feet of 6" concrete
sidewalk & driveway,
complete as specified, per
square foot 46,965.00 39,682.20 -7,282.80 $2.97 . ($21,629.92)
12. Approx. 2,820 square feet
of 8" concrete sidewalk &
driveway, complete as
specified, per square foot .'
2,820,00 1,842.20 -977.80 $3.45 ($3,373.41)
13. Approx. 15 square yards .0:
of 31/4" asphaltic
concrete driveway, ','
complete as specified, per
square yard 15.00 1.00 -14,00 $59.59 ($834.26)
14. Approx. 280 square yards
of 3 1/4" asphaltic
concrete pavement,
complete as specified, per
square yard, 280.00 259.30 -20.70 $20.25 ($419.18)
15. Approx. 3,O~5 square
yards of 3 1/4" asphaltic
concretetransition, with
base, complete as I
specified, oer square vard 3,075.00 3,034.60 -40.40 $20.45 ($826.18) .
16. Approx. 480 square yards
of 5" asphaltic concrete
transition, with base,
complete as specified, per
square yard 480.00 370.20 -109.80 $22~90 (:$2,514.42)
17. Furnish and install approx.
9,065 tons of crushed
stone base course,
complete as specified,per
ton 9,065.00 814.00 -8,251.00 $6.85 ($56,519.35)
18. Approx. 2,725 linear feet
of sawing, complete as ..
soecified, oer linear foot 2,725.00 2,957.20 232.20 . $2.00 $464.40
19. Furnish and install approx. .
525 pavement ties (epoxy
coated), complete as
specified, each 525.00 482.00 -43.00 $7.00 ($301.00)
20. Adjust approx. 287
manholes and inlets,
complete as specified, I
each. ., 287.00 269.00 -18.00 $200.00 ." (:~3,600.00)
21. No Bid Item .' .
22. Furnish and install approx. . ........ ." ......
12 trees, complete as
specified, each 12.00 9.00 -3.00 $225.00 ($675.00)
. . . .
ORDER #3
. INCREASE IN DECREASE IN
ITEM CONTRACT .INSTALLED NET NET COST PER
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
23. Remove approx. 303 LO.
of trees and stumps,
complete as specified, per
inch diameter 303.00 299.50 -3.50 $25.00 ($87.50)
24. Furnish and installapprox.
1,000 linear feet of 3"
schedule 40 PVC electrical
conduit,.complete as
specified, per linear foot
1,000.00 1,013.00 13.00 $5.25 $68.25
25. Furnish and install approx.
250 linear feet of 3"
schedule 80 PVC electrical
conduit, complete as
specified, per linear foot
.. 250.00 240.00 -10.00 $6.00 ($60.00)
26. Furnish and install one (1)
24" x 36"CMP pull box,
w/frameand lid, complete
as specified, lump sum 1.00 1.00 $450.00
27. Terrace work on. Baldwin
.. Avenue, complete as
specified,lump sum 1:00 1.00 $2,500.00
28. Terrace work onW. . .
Fernau. Avenue, complete .
as specified, lump sum 1.00 1.00 $9,000.00
29. Terrace work on Fernau
Court, complete as
specified, lump sum 1.00 -1.00 $2,500.00 ($2,500.00)
30. Terrace work on Florida
Avenue, complete as
specified, lump sum 1.00 1.00 $4,000.00
31. Terrace work on Franklin
Street, complete as
specified, lump sum .. . 1.00 1.00 $4,000.00
32. Terrace work on Frederick
Street, (includes any
necessary restoration on
Scott Avenue) complete as
specified, lump sum 1.00 1.00 . $2,000.00
33. Terrace work on Georgia .
Street, complete as 1<........
specified, lump sum 1.00 1.00 $3,000.00 !i
....
34. Terrace work on Iowa
Street, complete as
specified, lump sum 1.00 1.00 .. $4,000.00
35. Terrace work on W. Irving .
Avenue, complete.as
specified, lump sum 1.00 1.00 $4,000.00
36. Terrace work on W.
Lincoln Avenue, complete
as specified, lump sum 1.00 1.00 $1,000.00
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
'. PRICE PRICE
37. Terrace work on W. Melvin
Avenue, complete as
specified, lump sum 1.00 1.00 $1,000.00
38. Terrace work on Otter
Avenue, complete as
.. specified, lump sum 1.00 1.00 $3,800.00
39. No Bid Item
40. No Bid Item
41. Terrace work on Powers .'
Street, complete as
specified, lump sum 1.00 1.00 $2,000.00
42. Terrace work on W. 19th
Avenue, complete as
specified, lumosum 1.00 1.00 $2,000.00
43. Provide $375.00 to the City '.
of Oshkosh for project . ,
management
communications, complete
as specified, lump sum 1.00 1.00 $375.00
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DEGREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
.' .' . ~
1 Deduct for Street
Sweeping on Irving Ave.,
Melvin Ave., Frederick St.,
Lincoln Ave., Powers St.
and Baldwin Ave. on
November 7, 2005
- . " .
ADDITIONAL WORK: C.O. # 3- (ITEM 1) - SUB-TOTAL
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
,.
44. Furnish and install approx.
3,700 linear feet of 12"
Storm Sewer, complete as
specified, per linear foot
CONTRACT: 05-05 CHANGEOR.DER #3
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
45. Furnish and install approx.
470 linear feet of 12" RCP
Class III Storm Sewer,
complete as specified, per
linear foot 470.00 461.23 -8.77 $38.50 ......, ($337.64)
46. Furnish and install approx. . ,
2,550 linear feet of15"
Storm Sewer, complete as ...
specified, per linear foot
2,550.00 2,586.34 36.34 $34.75 $1,262.82
47. Furnish and install approx.
290 linear feet of 18" Storm
Sewer, complete as .
specified, per linear foot 290.00 284.32 -5.68 $37.50 ($213.00)
48. Furnishand install approx.
193 linear feet of 18" RCP
Class III Storm Sewer,
complete as specified, per
linear foot 193.00 181.00 -12.00 $48.35 ($580.20)
49. Furnish and install approx.
239 linear feet of 24" Storm
Sewer, complete as
specified, per linear foot 239.00 232.64 -6.36 $48.00 ($305.28)
50. Futnishanc;:l install approx. .
73 linear feet of 33" RCP
Class III Storm Sewer,
complete as specified, per
linear foot 73.00 75.00 2.00 $185.00 $370.00
51. Furnish and install approx.
15 linear feet of 36" RCP
Class III Storm Sewer,
complete as specified,per
linear foot 15.00 0.00 -15.00 $370.00 ($5,550.00)
I 52. . Furnish and install approx.
84 std. Inlets (Type 3 with
18" sump) with castings,
complete as specified,
each 84.00 84.00 $1,250.00
53. Furnish andinstallapprox.
four (4) modified Type 3
Inlets (w/o sump) with
castings, complete as
specified, each 4.00 3.00 -1.00 $1,700.00 ($1,700.00)
54. Furnish and install approx.
119.00 vertical feet of std.
Storm Manhole (4' Inside
Diameter) in 40 locations
without castings, complete
as specified, per vertical
foot 119.00 127.29 8.29 $335.00 $2,777.15
CONTRACT 05-05 CHANGE ORDER # 3
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
.... PRICE PRICE
55. Furnish and install approx.
26.00 vertical feet of std.
Storm Manhole (5' Inside
Diameter) in seven (7)
locations without castings,
complete as specified, per
vertical foot. 26.00 26.99 0.99 $470.00 $465.30
56. Furnish and install approx.
16.60 vertical feet of std.
Storm Manhole (6' Inside
Diameter) in four (4)
locations without castings, ..
complete as specified, per
vertical foot 16.60 16.48 -0.12 $430.00 ($51.60)
57. Furnish and install approx.
4.40 vertical feet of std.
Storm Inlet Manhole (4'
Inside Diameter) in one (1)
location with casting,
complete as specified, per .
vertical foot 4.40 3.28 -1.12 $350.00 ($392.00)
58. Reconstruct approx. four
(4) Storm Manhole, .
complete as specified, , ,
i
each 4.00 2.00 -2.00 $99"0.00 ($1,980.00)
59. Reconstruct approx. two
(2) Storm Box Inlet
Manhole with casting,
complete as specified,
each 2.00 . 2.00 $2,200.00
60. Reconstruct approx. one
(1) Storm Box Manhole,
complete as specified,
each 1.00 1.00 $2,100.00
61. Rebuild approx. 3.40
vertical feet of Storm Inlet
Manhole (4' Inside
Diameter) in one (1)
location with base with
casting, complete as
specified, per vertical foot 3.40 0.00 -3.40 $500.00 ($1,700.00)
62. Rebuild approx. 3.50
vertical feet of Storm Inlet
Manhole (5' Inside
Diameter) in one (1)
location with base with
casting, complete as
soecified, oer vertical foot 3.50 0.00 -3.50 $620.00 ($2,170.00)
'., ...-'.... .:",",". '. .'. ..c....... '.'
,.',..... :.',............,.'...:. .'....
CONTRACT: 05-05 CHANGE ORDER # 3
.' .' '. .
ITEM CONTRACT .INSTALLED NET NET COST PER INCREASEIN DEGREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
63. Rebuild approx. 14.50
vertical feet of Storm.
Manhole (4'lnside
Diameter) in four (4)
locations, with base,
complete as specified, per
vertical foot 14.50 11.82 -2.68 $470.00 ($1,259.60)
. 64. Rebuild approx. 4.30
vertical feet of Storm
Manhole (5' Inside
Diameter) in one (1)
locations, with base,
complete as specified, per
vertical foot 4.30 15.07 10.77 $575.00 $6,192.75
65. Rebuild approx. 7.60 .
vertical feet of Storm
Manhole (6' Inside .
.
Diameter)in one (1)
location, with base,
complete as specified, per
vertical foot 7.60 6.12 . -1.48 $480.00 ($710.40)
66. Furnish and install approx.
242 6" Storm Laterals,
complete a!) specified, ,
each 242.00 240.00 -2.00 $870.00 ($1,740.00)
67. Furnish and install approx.
three (3)Neenah R-3067
Inlet casting wldiagonal
grate, complete as
specified, each 3.00 3.00 $425.00
68. Abandon approx. 84 Inlets
or Manholes, complete as
specified, each
84.00 78.00 -6.00 $250.00 ($1,500.00)
69. Furnish, install and
maintain Type"C" Inlet
Protection in 204 locations,
complete as specified,
each 204.00 188.00 -16.00 $35.00 ($560.00)
70. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
PART! . SECTION II. (BID ITEMS 44. 70) - SUB-TOTALS
..........".,.,
ADDITIONAL WORK REQUIRED: C.O. # 3 . PART I . SECTION II
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
. PRICE . PRICE
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Reconstruct two (2) Type
III inlets on Fernau Ct. 2.00 2.00 $1,225.00 $2,450.00
2 Delay time on Fernau Ct.
waiting for decision on
Fernau Ct.. Paving (2.5
. hours ~ $590 per hour) 2.50 2.50 $590.00 $1,475.00
-:-
ADDlTIONALWORK: C.O. # 3 -(ITEMS 1 - 2) ~ SUB-TOTAL
NET DECREASE TO PARTI ~ SECTION 11-
$3,925.00
$0.00
PART 1- SECTION 111- SANITARY SEWER
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE. PRICE
. . -
Furnish and install approx.
5,900 linear feet of 8"
Sanitary Sewer
(Relay/New), complete as
specified, per linear foot 5,900.00 6,061.66 161.66 $51 .25 $8,285.07
72. Furnish and install approx.
2,590 linear feet of 10"
Sanitary Sewer Relay,
complete as specified,per
linear foot 2,590.00 2,567.63 -22.37 $61.25 ($1,370.16)
73. Furnish and install approx.
360 linear feet of 12"
Sanitary Sewer (New) with
Natural Backfill (through
South Park), complete as
specified, per linear foot 360.00 408.00 48.00 $45.50 $2,184.00
74. Furnish and install approx.
2,375 linear feet of 12"
Sanitary SewerRelay with
Gravel Backfill, complete
as specified, per linear foot
2,375.00 2,257.88 -117.12 $63.95 ($7,489.82)
75. Furnish and install approx.
420 linear feet of15"
Sanitary Sewer Relay
(Ohio Street), complete as
specified, per linear foot 420.00 422.71 2.71 $78.75 $213.41
76. Furnish and install approx.
92;ilinear feet of 18"
Sanitary Sewer Relay,
complete as specified, per
linear foot
.. INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT
. PRICE PRICE
n. Excavate approx. 150.
cubic yards of rock,
complete as specified, per . . ($f5:07"5.60)
cubic vard 150.00 24,37 -125.63 $120.00
78. Furnish and install approx.
448 vertical feet of std.
Sanitary Manhole (4' Inside
Diameter) in 65 locations,
complete as specified,
without casting, per vertical
foot 448.00 483.51 35.51 $175.00 $6,214.25 .
79. Reconstruct approx. two
(2) Sanitary Manhole,
complete as specified,
each 2.00 2.00 $850.00
80. Reconnect approx. 16
Sanitary Laterals, complete
as specified, each
16.00 16.00 $316.00
81. Furnish and install approx.
5,720 linear feet of 6"
Sanitary Lateral
New/Relay, complete as
specified, per linear foot 5,720.00 5,680.00 -40.00 $42.00 ($1,680.00)
82. .. Remove (existing asphalt
over concrete) and replace
(with five (5") inches of
asphalt) approx. 350
square yards of asphalt
pavement onOhio Street,
complete as specified with
sawing, per square yard 350.00 479.20 129.20 $28.21 $3,644.73
83. Abandon approx. 18
Sanitary Manholes,
complete as specified,
each 18.00 18.00 $325.00
84. Plug approx. four (4)
Sanitary Sewers, complete
as specified, each
4.00 4.00 $110.00
85. Terrace work on W. South
Park Avenue, through
South Park and Ohio .
Street, complete as
specified, lump sum 1.00 1.00 $3,800.00
86. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
.. .... .. .. .... ...
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
NET DECREASE TO PART I - SECTION III .
($5,119.17)
PART I - SECTION IV. WATER MAIN
ITEM CONTRACT INSTALLED NET NET . COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
. PRICE PRICE
87. Furnish and install approx.
15 linear feet of 4" Ductile.
Iron Water Main w/poly
wrap, complete as
specified (fittings not
included), per linear foot 15.00 29.00 14.00 $100.00 $1,400.00
88. Furnish and install approx.
415 linear feet of 6" Ductile
Iron Water Mainw/poly
wrap, complete as
specified (fittings not
included , er linear foot 415.00 575.50 160.50 $70.00 $11,235.00
89. Furnish and install approx.
7,605 linear feet of 8"
Ductile Iron Water Main
w/poly wrap, complete as
specified, (fittings not
included), per linear foot 7,605.00 7,914.50 309.50 $60.70 $18,786.65
90. Furnish and install approx.
1,250 linear feet of 12"
Ductile Iron Water Main
w/poly wrap, complete as
specified (fittings not
included), per linear foot 1,250.00 1,271.00 21.00 $76.95 $1,615.95
91. No Bid Item 0.00
92. Excavate approx. 75 cubic
yards of rock, complete as
specified, per cubic yard 75.00 0.00 -75.00 $120.00 ($9,000.00)
93. Lower existing 8" Water
Main at W. Melvin
Avenue/Frederick Street
intersection, tum sum 1.00 1.00 $4,300.00
94. Reconnect approx. ten
(10),1"-11/4" Water
Services, complete as
s ecified, each 10.00 7.00 -3.00 $425.00 ($1,275.00)
95. Furnish and install approx.
4,825 linear feet of 1"
Water Service
(Relay/New), complete as
specified, notincluding
corporation and stop box,
er linear foot
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN . DEGREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
... PRICE PRICE
96. Furnish and install approx.
214, 1" corporation and
stop box with rod, complete
as specified, each
. 214.00 214.00 $250.00
97. Relay 2" Water Service to
761 Florida Avenue.
(Wesley Methodist
Church), complete as
specified with new stop
box, lump sum 1.00 0.00 -1.00 $1,665.00 ($1,665.00)
98. Furnish and install approx.
one (1), 8" Plug, complete ,
as specified, each
1.00 1.00 $85.00
99. No Bid Item 0.00
100. No Bid Item 0.00
101. No Bid Item 0.00
102. Furnish and install approx.
21, 8" x 6" Tees, complete
as specified, each
21.00 21.00 $271.00 ..
103. Furnish and install approx.
five (5), 8" x 8" Tees, .
complete as specified, I
each 5.00 6.00 1.00 $260.00 $260.00
104. Furnish and install approx.
five (5), 12" x 6" Tees,
complete as specified,
each 5.00 5.00 $427.00
105. Furnish and install approx.
six (6), 12" x 8" Tees,
complete as specified,
each 6.00 6.00 $395.00
106. Furnish ,and install approx.
four (4), 18" x6" Tees,
complete as specified,
each 4.00 0.00 -4.00 $1.00 ($4.00)
107. Furnish and install approx.
three (3), 8")(4"
Reducers, complete as
specified, each 3.00 3.00 $125.00
108. Furnish and install approx.
15, 8" x 6" Reducers,
complete as specified,
each 15.00 16.00 1.00 $150.00 $150.00
109. Furnish and install approx.
one (1) 12" x 8" Reducer,
complete as specified,
each 1.00 1.00 $260.00
110. Furnish and install approx.
one (1), 8" x8" Cross,
complete as specified, .
each . 1.00 1.00 $342.75
CONTRACT: 05-05 CHANGE ORDER # 3
. . ...
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DEGREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
111. No Bid Item 0.00
112. Furnish and install approx.
three (3), 6" - 11.25
degree Bends, complete
as specified, each 3.00 1.00 -2.00 $225.00 ($450.00)
113. Furnish and install approx. .
six (6), 4" - 45 degree
Bends, complete as
specified, each 6.00 6.00 $190.00
114. Furnish and install approx.
32,6" - 45 degree Bends,
complete as specified,
each . 32.00 51.00 19.00 $200.00 $3,800.00
115. Furnish and install approx.
18, 8" - 45 degree Bends,
complete as specified,
each 18.00 23.00 5.00 $230.00 $1,150.00
116. Furnish and install approx.
six (6), 12" - 45 degree
Bends, complete as
specified, each 6.00 6.00 $370.00
117. No Bid Item . 0.00
118. No Bid Item 0.00
119. Furnish and install approx. ..
I
25,6" Valves, complete as
specified, each 25.00 26.00 1.00 $660.00 $660.00
120. Furnish and install approx.
21, 8" Valves, complete as
specified,each 21.00 27.00 6.00 $870.00 $5,220.00
121. Furnish and install approx.
three (3), 12"Valves in Std. ..
Water Valve Manhole,
complete as specified,
each 3.00 3.00 $3,850.00
122. No Bid Item 0.00
123. Furnish and install approx.
nine (9), 6" x 6" Tapping
Valves and Sleeves,
complete as specified,
each . 9.00 9.00 $1,500.00
124. Furnish and install approx.
one (1), 8" x 8" Tapping
Valves and Sleeves,
complete as specified,
each 1.00 0.00 -1.00 $1,700.00 ($1,700.00)
125. Furnish and install approx.
three (3), 12" x 6" Tapping
Valves and Sleeves,
complete as specified,
each . 3.00 3.00 $1,600.00
CONTRACT: 05-05. .cRANGE. ORb ER#3
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DEGREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
126. Reconstruct approx. one
. (1) Std. Water Valve
Manhole, complete as
specified,each 1.00 2.00 1.00 $1,500.00 $1,500.00
127. Furnish and install approx.
23 Hydrants, complete as .
specified, each 23.00 24.00 1.00 $1,850.00 $1,850.00
128. Abandon 6" Water Main on
Baldwin Avenue, complete
as specified, lump sum
1.00 1.00 $2,000.00
129. Abandon 6" Water Main on
Florida Avenue, complete
as specified, lump sum
1.00 1.00 . $2,000.00
130. Abandon 6" Water Main on
Franklin Street, complete
as specified, lump sum
1.00 . 1.00 $1,200.00
131. Abandon 6" Water Main on
Frederick Street, complete
as specified, lump sum
1.00 1.00 $2,000.00
132. Abandon 6" Water Main on . .
~ . . . .
Georgia Street, complete
as spe9ified, lump sum
. 1.00 1.00 $3,000.00
133. Abandon 6" Water Main on
Iowa Street, complete as
specified, lump sum 1.00 1.00 $2,800.00
134. Abandon 8" Water Main on <
W. Irving Avenue, ...........
complete as specified,
lump sum 1.00 1.00 $1,020.00
135. Abandon 6" Water Main on .
W. Lincoln Avenue,
complete as specified,
. lump sum 1.00 1.00 $1,020.00
136. Abandon 6" Water Main on
W. Melvin Avenue,
complete as specified,
lump sum 1.00 1.00 $1,000.00
137. Abandon 6" Water Main on
Otter Avenue, complete as
specified, lump sum 1.00 1.00 $1,500.00
138. No Bid Item. . 0.00 $0.00
139. Abandon 6" Water Main on
Powers Street, complete
as specified, lump sum
1.00 1.00 $1,340.00
140. Abandon 6" Water Main on
W. 19th Avenue, complete
as specified, lump sum
. .. 1.00 1.00 $1,500.00
CONTRACT: 05-05 CHANGE ORDER # 3
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DEGREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER .. QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
141. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
.
SECTION IV - (BiD ITEMS 87 -141) -SUB-TOTALS
$61,283.10 ($14,094.00)
ADDITIONAL WORK REQUIRED: C.O. #3 - SECTION IV
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DEGREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
Furnish and install two (2)
6" x 6"trees 2.00 2.00 $200.00 $400.00
2 Furnish and install one (1)
6" x 24" off set on Otter
Street 1.00 1.00 $624.75 $624.75
3 Furnish and install two (2)
6" x 12" offset onOtter
Street 2.00 2.00 $478.00 $956.00
4 Lower existing sanitary
sewer at Irving Ave. and
Franklin St. to
accommodate new 12"
water main, lump sum
7/13/05 1.00 1.00 $598.00 $598.00
Lower existing sanitary
sewer at Irving Ave. and
Frederick 81. to
accom modate new 12".
water main, lump sum
7/18/05 $429.00
ADDITIONALWORK: C.O. # 3 (ITEMS 1 - 5) - SUB-TOTAL $3,007.75
NET INCREASE TO PART I- SECTION IV - $50,196.85
NETINCREASETO PART I - SECTIONS I, II, III, IV
NET DECREASE TO PART I - SECTIONS I, II, 111, IV
$125,490.13
($243,964.47)
NET DECREASE TO CONTRACT 05-05 PART I:
PART II - SECTION I - STREET WORK
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE I> PRICE
... --c-
1. Excavate approx. 750
cubic yards for roadway,
complete as specified, per
cubic ard
2. Furnish and install approx.
2,500 tons of crushed
stone base course,
complete as specified, per
ton
3. Terrace work on the Global
Parkway, complete as
s ecified, lum sum
4. Allowance for project
management
communication, lump sum
750.00 1,626.99
876.99
$3.50
$3,069.47
2,500.00 2,334.40
-165.60
$7.15
($1,184.04)
1.00 1.00
$5,300.00
PARTIr. SECTION I-(BIDITEMS 1- 4). SUB-TOTALS
($1,184.04)
NET INCREASE TO PART II . SECTION I -
$1,885.43
PART II - SECTION II - STORM SEWER
. .... INCREASE IN DEGREASE IN
ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
5. Furnish and install approx.
90 linear feet of 12" RCP
Class III or PVC Storm'
Sewer with natural backfill,
complete as specified, per
linear foot
6. Furnish and install approx.
230 linear feet of 15" RCP
Class III or PVC Storm
Sewer with natural backfill,
complete as specified, per
linear foot
90.00 76.94
-13.06
$32.55
($425.10)
ITEM DESCRIPTION
NUMBER
7. Furnish and install approx.
15 linear feet of 18" RCP
Class III or PVC Storm
Sewer with natural.backfill,
complete as specified, per
linear foot 15.00 12.52 -2.48 $41.00 ($101.68)
8. Furnish and install approx.
250 linear feet of 30" RCP
Class III Storm Sewer with
naturalbackfill, complete
as specified, per linear foot
250.00 235.17 -14.83 $48.55 ($720.00)
9. Furnish and install approx.
270 linear feet of 36" RCP
Class III Storm Sewer with
natural backfill, complete
as specified, per linear foot
270.00 262.80 -7.20 $68.60 ($493.92)
10. Furnish and install approx.
40 linear feet of 42" RCP
Class IV Storm Sewer with
natural backfill,. complete
as specified, per linear foot
j 40.00 37.79 -2.21 $90.00, ($198.90)
11. Furnish and install approx.
200 linear feet of 48" RCP
Class IV Storm Sewer with
natural backfill, complete
as specified, per linear foot
200.00 194.50 -5.50 $98.45 ($541.48)
Furnish and install approx.
90 linear feet of 76" x 48"
RCP HE Class IV Storm
Sewerwith natural backfill,
complete as specified, per
linear foot
90.00 88.00 -2.00 $196.45 ($392.90)
13. Furnish and install approx.
six (6) Type 3 Standard
Inlet with 18" sump with
casting, complete as
specified, each
6.00 $1,100.00
14. Furnish and install approx
17 vertical feet of 6'
Diameter Storm Manhole
with casting, complete as
specified, per vertical foot 17.00 15.50 -1.50 $500.00 ($750.00)
15. Furnishand install approx
six (6) vertical feet of 8'
Diameter Storm Manhole
with casting, complete as
specified, per vertical foot
CONTRACT: 05~()5 CHANGE ORDER # 3
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
. PRICE PRICE
16. Furnish and install approx.
one (1) 30" RCP Endwall,
complete as specified,
each 1.00 1.00 $1,560.00
17. Furnish and install approx.
one (1) 42"RCP Endwall,
complete as specified,
each. 1.00 1.00 $2,165.00
18. Furnish and install approx.
one (1) 48" RCP Endwall,
complete as specified,
each 1.00 1.00 $2,425.00
19. Furnish and install approx. ..
two (2) 76" x 48" RCP
Endwalls, complete as
specified, each 2.00 2.00 $5,165.00
20. Allowance for project
management
communication, lump sum
1.00 1.00 $375.00
PARTJI- SECTION II- (BID ITEMS 5- 20) - SUB-TOTALS
$74.45
($3,641.75)
',,-.-', ......-.
. NET DECREASE TO PART II - SECTION 11-
PART II- SECTION 11I- WATER MAIN
($3,567.30)
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
--- ..
21. Furnish and install approx.
50 linear feet of 6" Ductile
Iron Water Main with
natural backfill and polv
wrap, complete as
s ecified, er linear foot. 50.00 41.00 -9.00 $34.95 ($314.55)
22. Furnish and install approx.
820 linear feet of 10"
Ductile Iron Water Main
with natural backfill and
polv wrap, complete as
specified, per linear foot
820.00 817.00 -3.00 $40.00 ($120.00)
23. Furnish and install approx.
one (1) 5' Diameter Valve
and Air Release Manhole
on a 10" diameter water
main,.complete as
specified, each
.
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DEGREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
. PRICE PRICE
24. Furnish and install apprax.
two. (2)10"x 6" Tee,
complete as specified,
each 2.00 2.00 $310.00
25. Furnish and install apprax.
ene (1) 10" x 6" Reducer,
complete as specified,
each 1.00 1.00 $200.00
26: Furnish and install apprax.
ane (1) 10". 11 1/4 degree
Bend, complete as .
specified, each 1.00 1.00 $330.00
27. Furnish and install apprax.
one (1) 10" - 22112 degree
Bend, complete as
.. specified, each
.. 1.00 1.00 $330.00
28. Furnish and install approx.
two. (2) 6" Gate Valve and
Box, complete as specified,
each 2.00 2.00 $660.00
29. Furnish andinstallapprox.
two. (2) 10" Gate Valves
: and Boxes, camplete as 1
specified, each 2.00 2.00 $1,170.00
30. Furnish and install apprax.
three (3) Fire Hydrants,
cemplete as specified,
each 3.00 3.00 $1,860.00
31. Furnish and install apprax.
ene (1) cennectian to.
existing 10" Diameter
Water Main, camplete as
specified, each 1.00 1.00 $100.00
32. Allowance far project
management
communication, lump sum 1.00 1.00 $375.00
PART II. SECTION III-(BID ITEMS 21 - 32)- SlJB-TOTALS
$0.00
($434.55)
ADDITIONAL WORK REQUIRED: C.O. # 3 - PART II - SECTION III
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
Furnish and install one (1)
6" x 12" affset
Furnish and install ane (1)
6" x 18" affset
1.00
1.00
$390.60
$390.60
CHANGE ORDER #3
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DEGREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
NET INCREASE TO PART II-.SECTION 11I-
$405.45
PART II - SECTION IV - STORMWATER MANAGEMENT
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
. PRICE PRICE
33. Excavate and grade
approx. 30,500 cubic yards
of stormwater
management ponds,
complete as specified, per
cubic yard ... 30,500.00 30,500.00 $2.50
34. Furnish and install approx.
100 square yards of
medium Riprap, complete
as specified, per square
yard 100.00 56.00 -44.00 $21.00 ($924.00)
35. Furnish and install approx.
250 square yards of heavy
Riprap,.complete as
specified, ~er squar~ yard 250.00 192.00 -58.00 I $23.00 ($1,334.00)
t
36. Furnish and install approx.
one (1) stone Weeper,
complete as specified,
each 1.00 1.00 $2,000.00
37. Furnish and install approx.
350 square yards of
Geotextile Fabric Type HR,
complete as specified, per
sauare yard 350.00 243.00 -107.00 $2.00 ($214.00)
38. Furnish and install approx..
200 square yards of
Erosion Mat, Class II, Type
B (relocated swale),
complete as specified, per
sauare yard 200.00 81.40 -118.60 $2.30 ($272.78)
39. Furnish and install approx.
300 square yards of
Erosion Mat, Class III,
Type B, complete as
soecified, oer sauare yard 300.00 143.00 -157.00 $12.00 ($1,884.00)
40. Furnish, install and
maintain approx. 2,000
linear feet of Silt Fence
Erosion Control, complete
as specified, per linear foot
2,000.00 1,872.60 -127.40 $1.50 ($191.10)
.. . . . .
...".'.' ..,..,:--.,-:..:t """.,:..",.'":.',,,.,
'." ,.......,. .: . .....,,: :.' .. ._,.......... . .-.....--....
CONTRACT: 05-05 CHANGE ORDER # 3
.. INCREASE IN DEGREASE IN
ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
41. Furnish, install and
maintain approx. 50
Erosion Control Bales,
complete as specified,
each 50.00 0.00 -50.00 $10.00 ($500.00)
42. Furnish, install and
maintain approx. 6 Inlet .....
Erosion Control, Type A,
complete as specified,
each 6.00 7.00 1.00 $100.00 $100.00
43. Furnish, install and
maintain approx. one (1)
Erosion Control Tracking
Pad, complete as ..
specified, each 1.00 1.00 $750.00
44. Terrace work on the
storm water management
facilities, complete as .
specified, lump sum 1.00 1.00 $53,525.00
45, Terrace work on the areas
of excess excavated
material, complete as
specified, lumo sum 1.00 1.00 $14,600.00
46. Furnish and install approx. . .
45 linear f~etof 18"
diameter RCPClass1l1
Storm Sewer with natural
<<< backfill, complete as.
... ... specified, per linear foot 45.00 45.00 $38.00
... 47. Furnish and install approx.
two (2) 18" RCP Endwalls,
complete as specified,
each 2.00 . 2.00 $600.00
48. Furnish approx. 150 linear
feet of relocated drainage
swale (3' bottom, 4:1 side ...
slopes), complete as
soecified, oerlinear foot 150.00 ..136.00 -14.00 $19.00 ($266.00)
49. Allowance for project
management
} communication, lump sum
.. 1.00 1.00 $375.00
PART 11- SECTION IV - (BID ITEMS 33 - 49) . SUB-TOTALS
$100.00
($5,585.88)
NET DECREASE TO PART II . SECTION IV -
($5,485.88)
. - , . :. '. ........- ":, ";,,, ".-," _, ,:::,:,-,_,::'\,.:::_.:-c,:,', .'
NET INCREASE TO PART II . SECTIONS I, II, III, IV
NET DECREASE TO PART II . SECTIONS I, II, III, IV
NET DECREASE TO CONTRACT05-05 PART II:
$4,083.92
($10,846.22)
($6,762.30)