HomeMy WebLinkAbout07-188
REVISED
JULY 10,2007
07 -188
RESOLUTION
(CARRIED 7 -0
LOST
LAID OVER
WITHDRAWN
PURPOSE:
CHANGE ORDER NO.2, PUBLIC WORKS CONTRACT NO. 06-05
($26,082.94)
.
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:
$26,082.94
PURPOSE: See attached Change Order.
. BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Accl. No. 541-1810-1799-00000 -- Water Utility-Construction in Progress
. Indicates Revision
REV I SED
TO: LaLonde Contractors Inc.
P. O. Box 070420
Milwaukee, WI 53207-0420
Your present contract with the City of Oshkosh, Contract No.
and changed as follows:
NET DECREASE TO: SECTION I - CONCRETE PAVING
NET DECREASE TO: SECTION II - STORM SEWER
NET DECREASE TO: SECTION 111- SANITARY SEWER
NET INCREASE TO: SECTION IV - WATER MAIN
NET DCCI1CACe- TO CONTRACT:
INc./EliSE..
-:J>cP '1-1-2'07
Recommended:
f'\.. 0
~~,d c. -r~<<:..
Director of Pub ic Works
CHANGE ORDER # 2
DATED: June 28, 2007
06-05 , is hereby amended
($20,378.33)
($10,381.83)
($507.20)
$57,350.30
$26,082.94
CITY OF OSHKOSH
BY:
City Manager
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: 06-05 CHANGE ORDER # 2
SECTION 1- CONCRETE PAVING
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PF?lCE .
1. Approx. 9,740 square
yards of pavement
removal, complete as
specified, per square yard 9,740.00 10,019.60 279.60 $2.21 $617.92
2. Approx. 44,450 square feet
of sidewalk and driveway
removal, complete as
specified, per square foot
44,450.00 45,985.90 1,535.90 $0.60 $921.54
3. Approx. 18,500 cubic yards
of excavation, complete as
specified, per cubic yard
18,500.00 17,602.52 -897.48 $5.40 ($4,846.39)
4. Approx. 1,000 tons of
excavation (special),
complete as specified, per
ton 1,000.00 72.10 -927.90 $28.00 ($25,981.20)
5. Approx. 5,965 square
yards of 7" non-reinforced
concrete pavement, plain,
5" base material and
grading, complete as
specified, oer sauare yard 5,965.00 6,128.80 163.80 $25.00 $4,095.00
6. Approx. 10,950 square
yards of 7" non-reinforced
concrete pavement,
including integral curb, 5"
base material and grading,
complete as specified, per ($n;,899.20)
square vard 10,950.00 8,030.80 -2,919.20 $26.00
7. Approx. 3,815 square
yards of 7" non-reinforced
concrete pavement,
including integral curb and
grading, (base in place),
complete as specified, per
square yard 3,815.00 6,301.90 2,486.90 $26.00 $64,659.40
8. Approx. 3,560 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
3,560.00 3,745.40 185.40 $38.73 $7,180.54
9. Approx. 4,675 square
yards of 8" non-reinforced
concrete pavement, plain,
including 6" base material
and grading, complete as
specified, per square yard 4,675.00 4,707.80 32.80 $27.00 $885.60
Page 1
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
10. Approx. 7,415 square
yards of 8" non-reinforced
concrete pavement,
including integral curb, 6"
base material and grading,
complete as specified, per
sauare yard 7,415.00 6,889.60 -525.40 $26.81 ($14,085.97)
11. Approx. 2,380 square
yards of 8" non-reinforced
concrete pavement,
including integral curb and
grading (base in place),
complete as specified, per
square yard 2,380.00 2,394.00 14.00 $24.57 $343.98
12. Approx. 2,040 linear feet of
12" wide radius curb head,
complete as specified, per ($13.92)
linear foot 2,040.00 2,033.70 -6.30 $2.21
13. Approx. 4,015 linear feet of
standard 30" curb & gutter,
7", (mainline), complete as
specified, per linear foot
4,015.00 4,157.10 142.10 $8.25 $1,172.33
14. Approx. 2,450 linear feet of
standard 30" curb & gutter,
8", (mainline), complete as
specified, per linear foot
2,450.00 2,332.30 -117.70 $8.20 ($965.14)
15. Approx. 1,015 Iinearfeet of
standard 30" curb & gutter,
7", (tie-in), complete as
specified, per linear foot
1,015.00 1,234.50 219.50 $15.85 $3,479.08
16. Approx. 260 linear feet of
standard 24" curb & gutter,
7", (tie-in), c~mplete as
specified, per linear foot ($2,910.00)
260.00 66.00 -194.00 $15.00
17. Approx. 33,430 square feet
of 4" concrete sidewalk,
complete as specified, per
sauare foot 33,430.00 38,828.70 5,398.70 $2.55 $13,766.69
18. Approx. 49,140 square feet
of 6" concrete sidewalk &
driveway, complete as
specified, per square foot
49,140.00 40,367.20 -8,772.80 $2.82 ($24,739.30)
19. Approx. 240 square feet of
8" concrete island,
complete as specified, per
square foot 240.00 265.50 25.50 $7.00 $178.50
20. Approx. 55 square feet of
concrete steps, complete
as specified, per square
foot 55.00 61.60 6.60 $33.00 $217.80
Page 2
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PFlICE
21. Approx. 285 square yards
of 3 1/4" asphaltic concrete
driveway, complete as
specified, per square yard
285.00 371.90 86.90 $23.75 $2,063.88
22. Approx; 285 square yards
of 3 1/4" asphaltic concrete
pavement (with base),
complete as specified, per
square vard 285.00 281.50 -3.50 $23.50 ($82.25'
23. Approx. 1,105 square
yards of 31/4" asphaltic
concrete transition, with
base, complete as
soecified, oer square yard 1,105.00 1,235.90 130.90 $22.50 $2,945.25
24. Approx. 1 ,465 square
yards of 5" asphaltic
concrete transition, with
base, complete as
specified, per square yard 1,465.00 1,530.80 65.80 $24.00 $1,579.20
24A. Approx. 525 square yards
of 2" asphaltic concrete
pavement, with base,
complete as specified, per
square vard 525.00 521.20 -3.80 $34.84 ($132.39)
25. Furnish and install approx.
6,345 tons of crushed
stone base course,
complete as specified, per
ton 6,345.00 868.20 -5,476.80 $7.20 ($39,432.96)
26. Approx. 3,065 linear feet
of sawing, complete as
soecified, oer linear foot 3,065.00 3,799.60 734.60 $2.25 $1,652.85
27. Furnish and install approx.
470 pavement ties (epoxy
coated), complete as
specified, each 470.00 458.00 -12.00 $6.00 1$72.00)
28. Adjust approx. 260
manholes and inlets,
complete as specified,
each 260.00 260.00 $230.00
29. Furnish and install approx.
1,740 linear feet of No.4
reinforcing bars (epoxy
coated), complete as
specified, per linear foot 1,740.00 600.00 -1,140.00 $0.65 ($741.00)
30. Furnish and install nine (9)
trees, complete as
specified, each 9.00 4.00 -5.00 $265.00 ($1,325.00)
31. Remove approx. 830
square yards of trees,
bushes and stumps,
complete as specified, per
square vard 830.00 794.60 -35.40 $2.50 ($88.50)
Page 3
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PFUCE
32. Remove approx. 138 I.D.
of trees and stumps,
complete as specified, per
inch diameter 138.00 138.00 $10.00
33. Remove approx. 50 I.D. of
stumps, complete as
specified, per inch
diameter 50.00 96.00 46.00 $10.00 $460.00
34. Furnish and install approx.
1,220 linear feet of 3"
schedule 40 PVC electrical
conduit, complete as
specified, per linear foot
1 ,220.00 1,091.30 -128.70 $6.00 ($772.20)
35. Furnish and install one (1)
24" x 36" CMP pull box,
wlframe and lid, complete
as specified, lump sum 1.00 1.00 $450.00
36. Remove and replace
approx. 27 rural-type
mailboxes, complete as
soecified, each 27.00 22.00 -5.00 $35.00 ($175.00)
37. Furnish approx. 14 street
name stamps 4" in height,
complete as specified,
each 14.00 6.50 -7.50 $325.00 ($2,437.50)
38. Provide and install approx.
600 square feet of metal
detectable warning plates,
complete as specified, per
square foot 600.00 880.00 280.00 $29.00 $8,120.00
39. Terrace work on Algoma
Boulevard, complete as
soecified, lumo sum 1.00 1.00 $4,100.00
40. Terrace work on Bismarck
Avenue, complete as
specified, lump sum 1.00 1.00 $2,460.00
41. Terrace work on Foster
Street, complete as
specified, lumo sum 1.00 1.00 $6,160.00
42. Terrace work on Fulton
Avenue (N. Main Street to .
Grand Street, includes any
necessary restoration on
Jefferson Street), complete
as specified, lump sum
1.00 1.00 $6,600.00
43. Terrace work on Fulton
Avenue (Grand Street to
railroad tracks), complete
as soecified, lumo sum 1.00 1.00 $1,000.00
44. Terrace work on Grand
Street, complete as
specified, lump sum 1.00 1.00 $2,285.00
Page 4
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
45. Terrace work on Isaac
Lane, complete as
specified, lump sum c. 1.00 1.00 $5,450.00
46. Terrace work on Marston
Place, complete as
specified, lump sum 1.00 1.00 c $650.00
47. Terrace work on Minnesota
Street, complete as
specified, lump sum
1.00 1.00 $8,560.00
48. Terrace work on E.
Murdock Avenue, complete
as specified, lump sum
1.00 1.00 $2,100.00
49. Terrace work on E. Nevada
Avenue (N. Main St. to
Harrison St.), complete as
specified, lump sum
1.00 1.00 $4,000.00
50. Terrace work on E. Nevada
Avenue (Harrison St. to
Bowen St.), complete as
specified, lump sum
1.00 1.00 $11,625.00
51. Terrace work on Mt.
Vernon Street (south of
Harrison St.), complete as
specified, lump sum 1.00 1.00 $1,650.00
52. Terrace work on W. Packer
Avenue, complete as
specified, lump sum 1.00 1.00 $6,325.00
53. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
SECTION I. (BID ITEMS 1 - 53). SUB.TOTALS
$114,339.56 ($194,699.92)
ADDITIONAL WORK REQUIRED: C.O. # 2 . SECTION I
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PI'?/CE
1 Additional landscaping,
provide topsoil fertilizer,
seed, and erosion mat.
Harrison St., Bismarck
Ave. Packer Ave., and E.
Nevada Ave., per SQ. yd. 683.00 683.00 $8.97 $6,126.51
2 Integral curb for wheelchair
ramp @ Wisconsin St. and
Alaoma Blvd., per linear ft. 10.00 10.00 $33.00 $330.00
Page 5
CONTRACT: 06-05 . CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE P/~/CE
3 Standing curb on E.
Nevada Ave. and Marston
PI. @ back of walk, per
linear ft. 110.10 110.10 $23.10 $2,543.31
4 Additional forming and
grading of sidewalk on E.
Nevada Ave. due to
change in grade, lump sum
1.00 1.00 $385.00 $385.00
5 9,559 square feet of 6"
concrete driveway aprons
in subdivision areas,
complete as specified, per
sq. ft. 9,559.50 9,559.50 $3.41 $32,597.90
6 Preparation work on E.
Irving Ave for asphalt
Ipatching, lump sum 1.00 1.00 $1,549.27 $1,549.27
7 Remove fence and posts
on E. Nevada Ave, per
linear ft. 420.00 420.00 $4.24 $1,780.80
8 1 ,416.1 square feet 8"
concrete sidewalk &
driveway on E. Nevada
Ave., per square ft. 1,416.10 1,416.10 $3.50 . $4,956.35
9 Cold weather covering of ,
concrete pavement on
Fulton Ave. complete as
specified, per Sq. vd. 3,267.00 3,267.00 $2.67 $8,722.89
10 Preparation work on E.
Lincoln Ave. and Grand St.
intersection, for Asphalt
Paving, lump sum 1.00 1.00 $990.00 $990.00
ADDITIONAL WORK: C.O. # 2 - (ITEMS 1 - 8). SUB-TOTAL
$59,982.03
$0.00
NET DECREASE TO SECTION 1 .
($20,378.33)
SECTION II - STORM SEWER
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
54. Furnish and install approx.
20 linear feet of 6" Storm
Sewer, complete as
specified, per linear foot 20.00 0.00 -20.00 $35.35 ($707.00)
55. Furnish and install approx.
1,910 linear feet of 12"
Storm Sewer, complete as
specified, per linear foot 1,910.00 2,283.90 373.90 $30.82 $11,523.60
Page 6
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
56. Furnish and install approx.
550 linear feet of 12" RCP
Class III Storm Sewer,
complete as specified, per
linear foot 550.00 356.90 -193.10 $41.35 ($7,984.69)
57. Furnish and install approx.
140 linear feet of 12" RCP
Class IV Storm Sewer,
complete as specified, per
linear foot 140.00 159.70 19.70 $41.13 $810.26
58. Furnish and install approx.
1,380 linear feet of 15"
Storm Sewer, complete as
specified, per linear foot 1,380.00 1 ,322.10 -57.90 $40.17 ($2,325.84)
59. Furnish and install approx.
565 linear feet of 15" RCP
Class III Storm Sewer,
complete as specified, per
linear foot 565.00 583.10 18.10 $35.98 $651.24
60. Furnish and install approx.
125 linear feet of 15" RCP
Class IV Storm Sewer,
complete as specified, per
linear foot 125.00 0.00 -125.00 $38.49 ($4,811.25)
61. Furnish and install approx.
65 linear feet of 18" RCP
Class III Storm Sewer,
complete as specified, per
linear foot 65.00 60.40 -4.60 $33.96 (~i 156.22)
62. Furnish and install approx.
65 linear feet of 18" RCP
Class IV Storm Sewer,
complete as specified, per
linear foot 65.00 23.00 -42.00 $42.09 ($1,767.78)
63. 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 $222.20 ($3,333.00)
64. Furnish and install approx.
170 linear feet of 36" RCP
Class V Storm Sewer
Gacked), complete as
specified, per linear foot 170.00 170.00 $760.00
65. Furnish and install approx.
290 linear feet of 19" x 30"
HERCP Class HE-III
Storm Sewer, complete as
specified, per linear foot 290.00 283.20 -6.80 $71.43 ($485.72)
66. Furnish and install approx.
635 linear feet of 19" x 30"
HERCP Class HE-IV
Storm Sewer, complete as
specified, per linear foot 635.00 617.20 -17.80 $76.46 ($1,360.99)
Page 7
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE Pf?/CE
67. Furnish and install approx.
540 linear feet of 24" x 38"
HERCP Class HE-IV
Storm Sewer, complete as
specified, per linear foot 540.00 492.50 -47.50 $90.84 ($4,314.90)
68. Furnish and install approx.
915 linear feet of 43" x 68"
HERCP Class HE-III Storm
Sewer, complete as
specified, per linear foot 915.00 887.70 -27.30 $174.82 ($4,772.59)
69. Furnish and install approx.
three (3) Std. Type I Inlets
(30" inside diameter with
18" sump) without
castings, complete as
specified, each 3.00 6.00 3.00 $1,354.81 $4,064.43
70. Furnish and install approx.
78 Std. Inlets (Type 3 with
18" sump) with castings,
complete as specified,
each 78.00 81.00 3.00 $1,567.29 $4,701.87
71. Furnish and install approx.
one (1) modified Type 3
Inlets (w/o sump) with
castings, complete as
specified, each 1.00 3.00 2.00 $1,700.00 $3,400.00
72. Furnish and install approx.
74.00 vertical feet of std.
Storm Manhole (4' Inside
Diameter) in 23 locations
without castings, complete
as specified, per vertical
foot 74.00 74.20 0.20 $452.18 $90.44
73. Furnish and install approx.
23.00 vertical feet of std.
Storm Manhole (5' Inside
Diameter) in six (6)
locations without castings,
complete as specified, per
vertical foot 23.00 17.50 -5.50 $551.53 ($3,033.42)
74. Furnish and install approx.
47.00 vertical feet of std.
Storm Box Manhole in ten
(10) locations without
castings, complete as
specified, per vertical foot 47.00 45.40 -1.60 $830.64 ($1,329.02)
75. Furnish and install approx.
24.00 vertical feet of std.
. Storm Inlet Manhole (4'
Inside Diameter) in five (5)
locations with casting,
complete as specified, per
vertical foot 24.00 16.90 -7.10 $536.20 ($3,807.02)
Page 8
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PH/CE
76. Furnish and install approx.
7.00 vertical feet of std.
Storm Inlet Manhole (5'
Inside Diameter) in two (2)
locations with casting,
complete as specified, per
vertical foot 7.00 4.40 -2.60 $400.00 ($1,040.00)
77. Furnish and install approx.
29.00 vertical feet of std.
Storm Box Inlet Manhole in
five (5) locations with
casting, complete as
specified, per vertical foot 29.00 12.50 -16.50 $499.78 ($8,246.37)
78. Reconstruct approx. two
(2) Storm Manhole,
complete as specified,
each 2.00 3.00 1.00 $1,000.00 $1,000.00
79. Reconstruct approx. one
(1) Storm Box Manhole,
complete as specified,
each 1.00 2.00 1.00 $1,500.00 $1,500.00
80. Rebuild approx. 12.00 .
vertical feet of Storm
Manhole (4' Inside
Diameter) in four (4)
locations, with base,
complete as specified, per
vertical foot 12.00 11.70 -0.30 $360.00 ($108.00)
81. Rebuild approx. 24.00
vertical feet of Storm
Manhole (5' Inside
Diameter) in six (6)
locations, with base,
complete as specified, per
vertical foot 24.00 21.72 -2.28 $544.81 ($1,242.17
82. Rebuild approx. 4.50
vertical feet of Storm
Manhole (6' Inside
Diameter) in one (1)
location, with base,
complete as specified, per
vertical foot 4.50 4.22 -0.28 $670.00 (~i187 .60)
83. Rebuild approx. 32.00
vertical feet of Storm Box
Manhole in five (5)
locations, with base,
complete as specified, per
vertical foot 32.00 25.20 -6.80 $722.58 ($4,913.54)
84. Furnish and install approx.
141 6" Storm Laterals,
complete as specified,
each 141.00 140.00 -1.00 $797.73 ($797.73)
Page 9
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PFi:/CE
85. Abandon approx. 80 Inlets
or Manholes,. complete as
specified, each
80.00 78.00 -2.00 $275.75 ($551.50)
86. Furnish, install and
maintain Type "C" Inlet
Protection in 130 locations,
complete as specified,
each 130.00 239.00 109.00 $32.00 $3,488.00
87. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
SECTION 11- (BID ITEMS 54.87). SUB-TOTALS
$31,229.84 ($57,276.35)
ADDITIONAL WORK REQUIRED: C.O. # 2 . SECTION II
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
. PRICE PHICE
1 Contractor: Don Parker:
Algoma St. - Move Storm
Cleanout to Behind Curb,
per Lump Sum 0.00 1.00 1.00 $1,749.00 $1,749.00
2 Contractor: Don Parker:
Nevada St. - Install Yard
Drains on NIS and 8/S of
Railroad Tracks, per Lump
Sum 0.00 1.00 1.00 $8,556.24 $8,556.24
3 Contractor: Mid Valley
Utilities: Foster 8t. - Turn
Curb Inlet, per Lump Sum 0.00 1.00 1.00 $1,358.50 $1,358.50
4 Contractor: R.J. Immel
Excavating: Fulton 8t. -
Added 6" Yard Drain, per
Lump Sum 0.00 1.00 1.00 $1,270.94 $1,270.94
5 Contractor: De Groot.
Nevada St. - Reused
existing 36" RCP. Paid for
labor onlv, per Lump Sum 1.00 1.00 $2,730.00 $2,730.00
NET DECREASE TO SECTION 1.1 .
$15,664.68
($10,381.83)
$0.00
ADDITIONAL WORK: C.O. # 2 - (ITEMS 1 .4). SUB.TOTAL
SECTION III . SANITARY SEWER
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECFitEASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
Page 10
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PFlICE
88. Furnish and install approx.
3,304 linear feet of 8"
Sanitary Sewer
(Relay/New), complete as
specified, per linear foot
3,304.00 3,416.70 112.70 $62.29 $7,020.08
89. Furnish and install approx.
35.0 vertical feet of 8"
Sanitary Sewer Drop,
complete as specified,
per vertical foot 35.00 41.54 6.54 $280.00 $1,831.20
90. Furnish and install approx.
1,640 linear feet of 10"
Sanitary Sewer Relay,
complete as specified, per
linear foot 1,640.00 1,643.13 3.13 $128.27 $401.49
91. Furnish and install approx.
155 linear feet of 12"
Sanitary Sewer Relay,
complete as specified, per
linear foot 155.00 155.00 $67.00
92. Furnish and install approx.
72 linear feet of 15"
Sanitary Sewer Relay,
complete as specified, per
linear foot 72.00 73.92 1.92 $65.30 $125.38
93. Furnish and install approx.
45 linear feet of 24"
Sanitary Sewer Relay,
complete as specified, per
linear foot 45.00 42.00 -3.00 $225.00 ($675.00)
94. Furnish and boreljack
approx. 76 linear feet of
18" Steel Casing Pipe (non
coated, 0.312 in
thickness), complete as
soecified, oer linear foot 76.00 76.00 $500.00
95. Excavate approx. 350
cubic yards of rock,
complete as specified, per
cubic vard 350.00 0.00 -350.00 $100.00 ($35,000.00)
96. Furnish and install approx.
260 vertical feet of std.
Sanitary Manhole (4' Inside
Diameter) in 26 locations,
complete as specified,
without casting, per vertical
foot 260.00 278.33 18.33 $195.37 $3,581.13
97. Reconstruct approx. three
(3) Sanitary Manhole,
complete as specified,
each 3.00 5.00 2.00 $757.50 $1,515.00
Page 11
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECFi~EASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
98. Reconnect approx. 16
Sanitary Laterals with
risers (E. Irving Ave.),
complete as specified,
each 16.00 17.00 1.00 $400.00 $400.00
99. Furnish and install approx.
2,415 linear feet of 6"
Sanitary Lateral
NewlRelay, complete as
specified, per linear foot 2,415.00 1,994.40 -420.60 $44.68 ($18,792.41 )
100. Remove (existing asphalt
over concrete) and replace
(with five (5") inches of
asphalt) approx. 750
square yards of asphalt
pavement on E. Irving
Avenue, complete as
specified with sawing, per
square yard 750.00 1,065.00 315.00 $25.08 $7,900.20
101. Abandon approx. 13
Sanitary Manholes,
complete as specified,
each 13.00 16.00 3.00 $305.56 $916.68
102. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
SECTION 11I- (BID ITEMS 88 -102) - SUB.TOTALS
$23,691.16 ($54,467.41)
ADDITIONAL WORK REQUIRED: C.O. # 2 . SECTION III
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECFi~EASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Contractor: Don Parker:
Algoma St. - Connecting
Sanitary Laterals of Extra
Depth at 5 Locations (429-
443), per Lump Sum 0.00 1.00 1.00 $13,942.50 $13,942.50
2 Contractor: Mid Valley
Utilities: Re-construct New
Sanitary Manhole at
Murdock Ave. & Harrison
St., per Lump Sum 0.00 1.00 1.00 $4,719.50 $4,719.50
3 Contractor: Mid Valley
Utilities: Re-connect
Sanitary Manhole at
Murdock Ave. & Harrison
St., per Lump Sum 0.00 1.00 1.00 $1,075.25 $1,075.25
Page 12
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
4 Contractor: Mid Valley
Utilities: Re-construct New
sanitary Manhole at
Minnesota St. & W. 14th
Ave., per Lump Sum 0.00 1.00 1.00 $4,682.00 $4,682.00
5 Contractor: Mid Valley
Utilities: Cap Existing Wye,
Not In Use at 411 Murdock
Ave., per Lump Sum
0.00 1.00 1.00 $690.80 $690.80
6 Contractor: Mid Valley
Utilities: Installation Delay
at Murdock Ave. &
Harrison St. Due to
Ameritech Duct Bank, per
Lumo Sum 0.00 1.00 1.00 $968.00 $968.00
7 Contractor: Mid Valley
Utilities: Plug Additional
Taps of 24" Sanitary on
Murdock Ave., per Lump
Sum 0.00 1.00 1.00 $4,191.00 $4,191.00
ADDITIONAL WORK: C. O. # 2. (ITEMS 1 .7). SUB-TOTAL
$30,269.05
$0.00
($507.20)
NET DECREASE TO SECTION 11I-
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 PH/CE
103. Furnish and install approx. I
. 82 linear feet of 4" Ductile
Iron Water Main wlpoly
wrap, complete as
specified (fittings not
included), per linear foot 82.00 25.00 -57.00 $88.10 ($5,021.70)
104. Furnish and install approx.
335 linear feet of 6" Ductile
Iron Water Main w/poly
wrap, complete as
specified (fittings not
included), per linear foot 335.00 368.70 33.70 $89.81 $3,026.60
105. Furnish and install approx.
2,885 linear feet of 8"
Ductile Iron Water Main
w/poly wrap, complete as
specified, (fittings not
included), per linear foot 2,885.00 3,109.30 224.30 $64.26 $14,413.52
Page 13
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
106. Furnish and install approx.
115 linear feet of 10"
Ductile Iron Water Main
wlpoly wrap, complete as
specified (fittings not
included), per linear foot 115.00 122.10 7.10 $87.70 $622.67
107. Reconnect approx. two
(2),1" - 1 1/2" Water
Services, complete as
soecified, each 2.00 2.00 $1,600.00
108. Reconnect approx. three
(3), 4" Water Services on
Algoma Blvd., complete as
specified, each 3.00 3.00 $1,650.00
109. Furnish and install approx.
1,910 linear feet of 1"
Water Service
(Relay/New), complete as
specified, not including
corporation and stop box,
I per linear foot 1,910.00 1,992.00 82.00 $41.53 $3,405.46
110. Furnish and install approx.
82, 1" corporation and
stop box with rod, complete
as specified, each
82.00 82.00 $278.81
111. Furnish and install approx.
one (1), 10" Plug,
complete as specified,
each 1.00 1.00 $136.00
112. Furnish and install approx.
one (1) Cut-in 6" x 6" Tee,
. complete as specified,
each 1.00 1.00 $1,475.00
113. Furnish and install approx.
sixteen (16) 8" x 6" Tees,
complete as specified,
each 16.00 20.00 4.00 $324.41 $1,297.64
114. Furnish and install approx.
four (4), 8" x 8" Tees,
complete as specified,
each 4.00 3.00 -1.00 $344.58 (:$344.58)
115. Furnish and install approx.
two (2), 10" x 8" Tees,
complete as specified,
each 2.00 2.00 $325.00
116. Furnish and install approx.
five (5), 8" x 4" Reducers,
complete as specified,
each 5.00 4.00 -1.00 $221.75 ($221.75)
117. Furnish and install approx.
15, 8" x 6" Reducers,
complete as specified,
each 15.00 16.00 1.00 $207.84 $207.84
Page 14
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE pmCE
118. Furnish and install approx.
ten (10), 4" - 45 degree
Bends, complete as
specified, each 10.00 8.00 -2.00 $150.00 ($300.00)
119. Furnish and install approx.
28, 6" - 45 degree Bends,
complete as specified,
each 28.00 30.00 2.00 $359.18 $718.36
120. Furnish and install approx.
12, 8" - 45 degree Bends,
complete as specified,
each 12.00 25.00 13.00 $380.36 $4,944.68
121. Furnish and install approx.
two (2) 10" - 45 degree
Bends, complete as
specified, each 2.00 2.00 $325.00
122. Furnish and install approx.
one (1), 8" - 90 degree
Bend, complete as
specified, each 1.00 1.00 $275.00
123. Furnish and install approx.
20, 6" Valves, complete
as specified, each 20.00 23.00 3.00 $754.65 $2,263.95
124. Furnish and install approx.
three (3) 6" Replacement
Valves (Minnesota Street),
complete as specified,
each 3.00 3.00 $1 ,266.85
125. Furnish and install approx.
17, 8" Valves, complete as
specified,each 17.00 17.00 $922.50
126. Furnish and install approx.
one (1) 10" Valve,
complete as specified,
each 1.00 3.00 2.00 $1,400.00 $2,800.00
127. Furnish and install approx.
one (1), 10" Water Valve
Replacement (E. Nevada
Ave.), complete as
specified, each 1.00 1.00 $3,131.00
128. Furnish and install approx.
five (5), 12" Water Valve in
Std. Water Valve Manhole
(all replacement valves),
complete as specified,
each 5.00 6.00 1.00 $4,398.55 $4,398.55
129. Furnish and install approx.
four (4), 6" x 6" Tapping
Valves and Sleeves,
complete as specified,
each 4.00 3.00 -1.00 $2,402.17 ($2.402.17)
Page 15
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
130. Furnish and install approx.
three (3), 12" x 6" Tapping
Valves and Sleeves,
complete as specified,
each 3.00 2.00 -1.00 $2,705.07 ($2,705.07)
131. Furnish and install approx.
four (4), 12" x 8" Tapping
Valves and Sleeves,
complete as specified,
each 4.00 1.00 -3.00 $3,002.30 ($9,006.90)
132. Furnish and install approx.
15 Hydrants, complete as
specified, each 15.00 20.00 5.00 $1,892.39 $9,461.95
133. Furnish and install approx.
13 Gradeloks for hydrant
branches, complete as
specified, each 13.00 6.00 -7.00 $410.74 ($2,875.18)
134. Remove and replace
approx. 25 square yards 0
existing 3" asphalt
pavement on Dawes
Street, complete as
specified, oer sauare vard 25.00 25.00 $22.50
135. Abandon 8" Water Main on
Algoma Blvd.lDawes
Street, complete as
specified, lump sum 1.00 1.00 $1,333.33
136. Abandon 6" Water Main on
Foster Street, complete as
specified, lump sum
1.00 1.00 $1,500.00
137. Abandon 6" Water Main on
Fulton Avenue (crossing
streets), complete as
specified, lump sum
1.00 1.00 $1,862.50
138. Abandon 6" Water Main on
Grand Street, complete as
specified, lump sum 1.00 1.00 $1,500.00
139. Abandon 4" - 6" Water
Main on Minnesota Street
(crossing streets),
complete as specified,
lump sum 1.00 1.00 $1,110.00
140. Abandon 6" - 10" Water
Main on E. Murdock
AvenuelHarrison Street,
complete as specified,
lumo sum 1.00 1.00 $1,475.00
141. Abandon 6" Water Main on
E. Nevada Avenue
(crossing streets),
complete as specified,
lump sum 1.00 1.00 $1,500.00
Page 16
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECFi~EASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE P,qlCE
142. 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 103 -142). SUB.TOTALS
$47,561.22 ($22,877.35)
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION IV
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECf?EASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Contractor: De Groot, Inc:
Additional 12" Watermain
on Nevada Ave., per
Lump Sum 0.00 1.00 1.00 $5,208.50 $5,208.50
2 Contractor: Don Parker:
Additional Watermain
Fittings on Fulton Ave., per
Lump Sum 0.00 1.00 1.00 $4,893.35 $4,893.35
3 Contractor: Don Parker:
Additional Watermain
Fittings on Algoma Ave.,
oer Lump Sum 0.00 1.00 1.00 $1,094.50 $1,094.50
4 Contractor: Don Parker:
Upsizing Water Services at
7 Locations on Algoma
Ave. and Fulton Ave., per
Lump Sum 0.00 1.00 1.00 $1,573.00 $1,573.00
5 Contractor: Don Parker:
Additional 12" Watermain
on Nevada Ave., per
Lump Sum 0.00 1.00 1.00 $1,698.13 $1,698.13
6 Contractor: Mid Valley
Utilities: Remove and
Replace Hydrant Valve,
per Lump Sum 0.00 1.00 1.00 $2,913.90 $2,913.90
7 Contractor: Mid Valley
Utilities: Move Existing
Hydrant at Minnesota St.
and W. 14th Ave., per
Lump Sum 0.00 1.00 1.00 $1,408.00 $1,408.00
8 Contractor: Mid Valley
Utilities: Additional
Watermain Work and
Delays on Minnesota St.,
per Lump Sum 0.00 1.00 1.00 $2,178.00 $2,178.00
Page 17
CONTRACT: 06-05 CHANGE ORDER # 2
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PFUCE
9 Contractor: Mid Valley
Utilities: Re-route
Watermain under Existing
Sanitary Main, per
Lump Sum 0.00 1.00 1.00 $1,694.00 $1,694.00
10 Contractor: Mid Valley
Utilities: Move Existing
Hydrant at Minnesota St. &
W. South Park Ave., per
Lump Sum 0.00 1.00 1.00 $1,067.00 $1,067.00
11 Contractor: Mid Valley
Utilities: Delay in
Installation, Waiting for
Inspector, per Lump Sum 0.00 1.00 1.00 $968.00 $968.00
12 Contractor: Mid Valley
Utilities: Re-tapping Water
Service on Minnesota St.,
per Lump Sum
0.00 1.00 1.00 $968.00 $968.00
13 Contractor: Mid Valley
Utilities: Additional
Watermain Fittings on
Foster St., per Lump Sum 0.00 1.00 1.00 $1,699.50 $1,699.50
14 Contractor: Mid Valley
Utilities: Additional
Watermain Fittings on
Murdock Ave., per
Lump Sum 0.00 1.00 1.00 $902.55 $902.55
15 Contractor: Mid Valley
Utilities: Additional
Watermain Fittings on
Minnesota St., per
Lump Sum 0.00 1.00 1.00 $4,125.00 $4,125.00
16 Contractor: R.G. Schmidt:
Additional Watermain
Fittings on Fulton Ave., per
Lump Sum 0.00 1.00 1.00 $275.00 $275.00
ADDITIONAL WORK: C.O. # 2 (ITEMS 1 .16) - SUB-TOTAL
$32,666.43
$57,350.30
NET INCREASE TO SECTION IV.
$0.00
NET INCREASE TO SECTIONS I, II, III, IV
NET DECREASE TO SECTIONS I, II, III, IV
$355,403.97
($329,321.03)
NET INCREASE TO CONTRACT:
$26,082.94
Page 18