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APRIL 12, 2005
05-98
RESOLUTION
(CARRIED 7 -0
LOST
LAID OVER
WITHDRAWN
PURPOSE:
CHANGE ORDER NO. 2/ PUBLIC WORKS CONTRACT NO. 04-07
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 CORP.
PO Box 1987
Manitowoc, WI 54221
Net decrease to contract:
($395,045.40)
PURPOSE: See attached Change Order
"
. TO: VINTON CONSTRUCTION CORP
P. O. BOX 19~7
. MANITOWOC, WI 54221
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 INCREASE TO SECTION 111- SANITARY SEWER:
NET DECREASE TO SECTION IV - WATER MAIN:
NET DECREASE TO CONTRACT:
Recommended:
J)c..J Co. P ~
Director of Public Works
CHANGE ORDER # 2
DATED: March 17,2005
04-07
, is hereby amended
($362,057.29)
($18,290.20)
$24,679.20
($39,377.11 )
($395,045.40)
CITY OF OSHKOSH
BY:
City Manager
City Clerk
Approved and accepted:
~ ¡j/~
) Contractor
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: 04-07 CHANGE ORDER # 2
SECTION I - CONCRETE PAVING
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
1. Approx. 5,060 square
yards of pavement
removal, complete as
soecified, oer SQuare yard 5,060.00 5,021.40 -38.60 $2.50 ($96.50)
2. Approx. 28,800 square feet
of sidewalk and driveway
removal, complete as
specified, per square foot
28,800.00 29,193.20 393.20 $0.25 $98.30
3. Approx. 13,240 cubic yards
of excavation, complete as ,
specified, per cubic yard
13,240.00 12,702.10 -537.90 $6.56 ($3,528.62)
4. Approx.17,475 tons of
excavation (special), on
streets"A", "B", and Dawes
Street, complete as
soecified, oer ton 17,475.00 5,149.79 -12,325.21 $9.35 '$115,240.71)
5. Approx. 21,075 square
yards of
7" non-reinforced concrete
pavement, including
integral curb and grading
(base in place), complete
as specified, per square
vard 21,075.00 21,148.20 73.20 $19.30 $1,412.76
6. Approx. 4,150 square
yards of 7" non-
reinforced concrete
pavement, including
integral curb and grading
(without base), complete
as specified, per square
yard 4,150.00 2,181.70 -1,968.30 $19.30 ($37,988.19)
7. Approx. 21,800 square
yards of 7" non-
reinforced concrete
pavement, including
integral curb, 5" base
material & grading,
complete as specified, per
SQuare vard 21,800.00 22,016.20 216.20 $20.88 $4,514.26
8. Approx. 1,290 square
yards of 8" non-
reinforced H.E.S. concrete
pavement, including
integral curb and grading
(without base), complete
as specified, per square
yard 1,290.00 489.00 -801.00 $28.73 ($23,012.73)
Page 1
CONTRACT: 04-07 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
9. Approx. 1,810 square
yards of 8" non-
reinforced H.E.S. concrete
pavement, including
integral curb, 6" base
material & grading,
complete as specified, per
SQuare yard 1,810.00 1 ,482.30 -327.70 $32.15 . ($10,535.56)
10. Approx. 2,355 linear feet of
12" wide radius curb head,
complete as specified, per
linear foot 2,355.00 2,161.40 -193.60 $1.00 ($193.60)
11. Approx. 320 linear feet of
18" curb & gutter, complete
as sþeë:ified, per linear foot
320.00 305.20 -14.80 $14.00 ($207.20)
12. Approx. 90 linear feet of
standard 24" curb & gutter,
complete as specified, per
linear foot 90.00 106.40 16.40 $15.62 $256.17
13. Approx. 600 linear feet of
standard 30" curb & gutter,
complete as specified, per
linear foot 600.00 612.80 12.80 $13.72 $175.62
14. Approx. 200 linear feet of
standard 36~' curb & gutter
(mountable), complete as
specified, oer linear foot 200.00 193.80 -6.20 $15.72 ($97.46)
15. Approx. 29,150 square feet '
of 4" concrete
sidewalk, complete as
specified, per sQuare foot 29,150.00 27,299.20 -1,850.80 $2.39 ($4,423.41)
16. Approx. 41,720 square feet
of 6" concrete
sidewalk & driveway,
complete as specified, per
SQuare foot 41,720.00 32,137.20 -9,582.80 $2.81 ($26,927.67)
17. Approx. 50 square yards of
3" thick asphaltic concrete
driveway, complete as
specified, per square yard
50.00 129.50 79.50 $41.59 $3,306.41
18. Approx. 30 square yards of
5" thick asphaltic concrete
driveway, complete as
specified, per square yard
30.00 0.00 -30.00 $38.99 ($1,169.70)
19. Approx. 1,280 square
yards of 3" asphaltic
concrete transition,
complete as specified, per
square yard 1,280.00 1,276.40 -3.60 $21.94 ($78.98)
Page 2
CONTRACT: 04-07 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
20. Approx. 890 square yards
of 5" asphaltic concrete
transition, complete as
specified, per square yard
890.00 869.30 -20.70 $25.60 ($529.92)
21. Approx. 915 square yards
of 5" asphaltic
concrete transition (base in
place), complete as
specified, per square yard 915.00 884.04 -30.96 $20.85 ($645.52)
22. Furnish and install approx.
27,160 tons of crushed
stone base course,
complete as specified, per
ton 27,160.00 5,879.02 -21,280.98 $6.29 ($133,857.36)
23. Approx. 3,410 linear feet of
sawing, complete as
specified, per linear foot 3,410.00 3,043.60 -366.40 $2.00 ($732.80)
24. Furnish and install approx.
668 pavement ties (epoxy
coated), complete as
specified, each
668.00 817.00 149.00 $5.00 $745.00
25. Adjust approx. 258
manholes and inlets,
complete as specified,
each 258.00 243.00 -15.00 $210.00 ($3,150.00)
26. Furnish and install approx.
2,620 linear feet of No.4
reinforcing bars (epoxy
coated), complete as !
specified, per linear foot 2,620.00 1,680.00 -940.00 $0.72 ($676.80)
27. Furnish and install approx.
8 trees, complete as
specified, each 8.00 8.00 $225.00
28. Remove approx. 257. I.D.
of trees and stumps,
complete as specified, per
inch diameter 257.00 146.00 -111,00 $16.00 ($1,776.00)
29. Terrace work on Ashland
Street, complete as
specified, lump sum 1.00 1.00 $2,000.00
30. Terrace work on Church
Avenue, complete as
specified, lump sum 1.00 1.00 $1,500.00
31. Terrace work on Dawes
Street, complete as
specified lump sum 1.00 1.00 $900.00
32. Terrace work on Georgia
Street, complete as
specified, lump sum 1.00 1.00 $3,500.00
33. Terrace work on Huron
Avenue, complete as
specified, lump sum 1.00 1.00 $900.00
Page 3
CONTRACT: 04-07 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
34. Terrace work on Isaac
Lane, complete as
specified, lump sum 1.00 1.00 $7,000.00
35. Terrace work on Jacob
Avenue, complete as
specified, lump sum 1.00 1.00 $3,200.00
36. Terrace work on Minnesota
Street, complete as
specified, lump sum
1.00 1.00 $3,500.00
37. Terrace work on W.
Nevada Avenue, complete
as specified, lump sum 1.00 1.00 $6,000.00
38. Terrace work on Osborn
Avenue (includes Rugby
Street restoration),
complete as specified,
lump sum 1.00 1.00 $4,000.00
39. No Bid Item
40. Terrace work on Proposed
Road "A", complete as
specified, lump sum 1.00 0.00 -1.00 $5,600.00 ($5,600.00)
41. Terrace work on Proposed
Road "B", complete as
specified, lump sum 1.00 1.00 $2,500.00
42. Terrace work on Sandhill
Court, complete as
specified, lump sum 1.00 1.00 $2,000.00
43. Terrace work on Shore
Preserve Drive, complete
as specified, lump sum 1.00 1.00 $14,000.00
44. Terrace work on Shorebird
Court, complete as
specified, lump sum 1.00 1.00 $2,000.00
45. Terrace work on State
Street island, complete as
specified, lump sum 1.00 1.00 $500.00
46. Terrace work on Wood
Duck Court, complete as
specified, lump sum 1.00 1.00 $1,000.00
47. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum
1.00 1.00 $375.00
SECTION 1- (BID ITEMS 1 - 47) - SUB-TOTALS
$10,508.52 ($370,468.73)
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 PRICE
Page 4
CONTRACT: 04-07 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
1 Construct 217.3 sq. yds
concrete base course at
Minnesota St. & W. 17th
Avenue in lieu of 3" asphalt
transition, per sq. yd. 217.30 217.30 $27.00 $5,867.10
2 Extra work to sawcut &
construct wheel chair ramp
at Ashland St. and Huron
Ave., lump sum 1.00 1.00 $110.00 $110.00
3 Prune & backfill exposed
roots for trees at 1502
Central St. and 124 W.
Nevada Ave., lump sum 1.00 1.00 $629.00 $629.00
4 Construct concrete base
course on W. 17th Avenue
from the east side of
Oregon St. to Minnesota
Street in lieu of asphaltic
binder, lump sum 1.00 1.00 $3,909.00 $3,909.00
5 Remove asphalt & gravel
in paved terrace at South
Park on Georgia Street,
lump sum 1.00 1.00 $367.50 $367.50
6 Extra terrace fill and
compaction in Shore
Preserve Subdivision, lump
sum 1.00 1.00 $2,109.12 $2,109.12
7 Deduct for non-compliance
with tie bar spacing,
various streets, per ($0.30\
contract documents 50,296.00 50,296.00 ($15,088.80)
ADDITIONAL WORK: C.O. # 2 - (ITEMS 1 - 7) - SUB-TOTAL
$12,991.72
($362,057.29)
($15,088.80)
NET DECREASE TO SECTION I -
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
48. Furnish and install approx.
5 linear feet of 6" Storm
Sewer, complete as
specified, per linear foot
5.00 27.00 22.00 $30.00 $660.00
49. Furnish and install approx.
6 linear feet of 8" Storm
Sewer, complete as
specified, per linear foot
6.00 121.50 115.50 $58.00 $6,699.00
Page 5
CONTRACT: 04-07 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
50. Furnish and install approx.
3,093 linear feet of 12"
Storm Sewer, complete as
specified, per linear foot
, 3,093.00 3,138.07 45.07 $33.73 $1,520.21
51. Furnish and install approx.
621 linear feet of 15"
Storm Sewer, complete as
specified, per linear foot '($5,035.84)
621.00 463.63 -157.37 $32.00
52. Furnish and install approx.
301 linear feet of 18" Storm
Sewer, complete as
specified, per linear foot ($9,857.75'
301.00 0.00 -301.00 $32.75
53. Furnish and install approx.
313 linear feet of 18"
Storm Sewer Relay,
complete as specified, per
linear foot 313.00 314.63 1.63 $47.50 $77.42
54. Furnish and install approx.
20 linear feet of 20" Storm
Sewer, complete as
specified, per linear foot
20.00 21.00 1.00 $80.25 $80.25
55. Furnish and install approx.
298 linear feet of 21 "Storm
Sewer, complete. as
specified, per Jinéàr foot
298.00 0.00 -298.00 $37.95 ($11,309.10)
56. Furnish and install approx.
451 linear feet of 19" x 30"
HERCP Class HE-III Storm
Sewer, complete as
specified, per linear foot
451.00 597.63 146.63 $63.30 $9,281.68
57. Furnish and install approx.
380 linear feet of 43" x 68"
HERCP Class HE-III Storm
Sewer, complete as
specified, per linear foot
,'.. 380.00 376.50 -3.50 $145.00 ($507.50)
58. Furnish and install approx.
one (1) 43" x 68" HERCP
Class HE-III 45
degree Bend, complete as
specified, each
1.00 1.00 $3,185.00
59. Furnish and install approx.
one (1) 43" x 68" HERCP
Class HE-III 60
degree Bend, complete as
specified, each
1.00 1.00 $3,185.00
Page 6
CONTRACT: 04-07 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
60. Furnish and install approx.
140 linear feet of 36" x 58
1/2" RCAP Class A-III
Storm Sewer, complete as
specified, per linear foot
140.00 130.00 -10.00 $131.15 ($1,311.50)
61. Furnish and install approx.
four (4) std. Inlets (Type 1
with 18" sump) with
castings, complete as
specified, each 4.00 3.00 -1.00 $950.00 ($950.00)
62. Furnish and install approx.
61 std. Inlets (Type 3 with
18" sump) with castings,
complete as specified,
each 61.00 57.00 -4.00 $1,300.00 ($5,200.00)
63. Furnish and install approx.
30.00 vertical feet of std.
Storm Manhole (4' Inside
Diameter) in eight (8)
locations without castings,
complete as specified, per
vertical foot 30.00 39.29 9.29 $275.00 $2,554.75
64. Furnish and install approx.
37.00 vertical feet of std.
Storm Manhole (5' Inside
Diameter) in nine (9)
locations without castings,
complete as specified, per
vertical foot 37.00 14.41 -22.59 $460.00 ($10,391.40)
65. Furnish and install approx.
33.00 vertical feet of std.
Storm Manhole (6' Inside
Diameter) in seven (7)
locations without castings,
complete as specified, per
vertical foot 33.00 31.09 -1.91 $500.00 ($955.00)
66. Furnish and install approx.
11.6 vertical feet of std.
Storm Inlet Manhole (4'
Inside Diameter) in three
(3) locations with casting,
complete as specified, per
vertical foot
, 11.60 10.63 -0.97 $410.00 ($397.70)
67. Furnish and install approx.
40.00 vertical feet of std.
Storm Inlet Manhole (6'
Inside Diameter) in six (6)
locations with casting,
complete as specified, per
vertical foot
40.00 35.50 -4.50 $525.00 ($2,362.50)
Page 7
CONTRACT: 04-07 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
68. Furnish and install approx.
14.6 vertical feet of std.
Box Storm Inlet Manhole
in two (2) locations,
complete as specified, per
vertical foot 14.60 12.26 -2.34 $600.00 ($1,404.00)
69. Reconstruct approx. four
(4) Storm Manhole,
complete as specified,
each 4.00 4.00 $900.00
70. Reconstruct approx. three
(3) Storm Inlet Manhole,
complete as specified,
each 3.00 2.00 -1.00 $950.00 ($950.00)
71. Reconstruct approx. six (6)
Storm Box Manhole,
complete as specified,
each 6.00 5.00 -1.00 $2,000.00 ($2,000.00)
72. Rebuild approx. three (3)
std. Inlet (Type 3 with 18"
sump) with base and
casting, complete as
specified, each 3.00 3.00 $1,300.00
73. Rebuild approx. 3.72
vertical feet of Storm Inlet
Manhole (5' Inside
Diameter) in one (1)
location'with base,
complete as specified, per
vertical foot 3.72 2.63 -1.09 $500.00 ($545.00)
74. Rebuild approx. 8.1 vertical
feet of Storm Manhole (6'
Inside Diameter) in one (1)
location with base,
complete as specified, per
vertical foot
8.10 10.19 2.09 $550.00 $1,149.50
75. Rebuild approx. 12.75
vertical feet of Storm Box
Inlet Manhole in two (2)
locations, with base,
complete as specified, per
vertical foot 12.75 11.75 -1.00 $685.00 ($685.00)
76. Furnish and install approx.
106 6" Storm Laterals,
complete as specified,
each 106.00 103.00 -3.00 $800.00 ($2,400.00)
77. Furnish and install approx.
two (2) Neenah R-3067-C
Inlet casting w/diagonal
grate, complete as
specified, each
2.00 2.00 $425.00
Page 8
CONTRACT: 04-07 CHANGE ORDER # 2
CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
78. Abandon approx. 42 Inlets
or Manholes, complete as
specified, each 42.00 42.00 $200.00
79. Abandon existing 40" x 60"
concrete Box Culvert
Storm Sewer on Georgia
Street, complete as
specified, lump sum 1.00 1.00 $9,500.00
80. 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 48 - 80) - SUB-TOTALS
$22,022.81
($56,262.29)
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 PRICE
1 Additional stone backfill
under new storm on Rugby
St., lump sum, 6/8/04 1.00 1.00 $413.25 $413.25
2 Provide ductile iron storm
lead in lieu of PVC storm at
Georgia St. and W. 11th
Ave., lump sum, 6/11/04 1.00 1.00 $640.15 $640.15
3 Provide three (3) steel
plates for top of shallow
storm manholes on Osborn '
Ave., 7/1/04 3.00 3.00 $690.00 $2,070.00
4 Provide two (2) steel plates
for top of shallow box
storm manholes in South
Park, 7/1/04 2.00 2.00 $1,480.00 $2,960.00
5 Additional cost for different
size storm manhole
adjustment than
anticipated on Shore
Preserve Dr. and Wood
Duck Ct., lump sum, 7/8/05 1.00 1.00 $787.50 $787.50
6 Repairdamaged 12" storm
sewer on Shore Preserve
Drive, Lot 22, lump sum,
7/13/04 1.00 1.00 $560.88 $560.88
7 Abandon bad piece of
storm sewer from inlet at
2325 Shore Preserve Dr.,
lump sum, 7/13/04 1.00 1.00 $125.00 $125.00
Page 9
CONTRACT: 04-07 CHANGE ORDER # 2
CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
8 Cost to abandon proposed
storm sewer trench on
Street "B", grade conflict
necessitated change in
design, lump sum, 9/10/04 1.00 1.00 $1,406.00 $1,406.00
9 Construct box storm
manhole over 36" x 58"
storm sewer at W. 17th
Ave. and Minnesota St.,
MH #M13, lump sum,
9/17/04 1.00 1.00 $2,520.00 $2,520.00
10 Move inlet at SW corner of
Osborn Ave. and Georgia
St., lump sum, 7/21/04 1.00 1.00 $1,474.00 $1,474.00
11 Relay 15 ft. of 30" storm
sewer, modify MH #N15
and install concrete collar
on 30" storm sewer to
allow proposed 8" sanitary
sewer relay at Central St.
(S.) and W. Nevada Ave.,
lump sum,7/8/04 1.00 1.00 $1,912.50 $1,912.50
12 Bulkhead existing 12"
storm sewer into MN #N4
on W. Nevada Ave., lump
sum, 7/14/04 1.00 1.00 $400.00 $400.00
13 Provide steel plate for
adjusting MH #A 13 on
Ashland St. and E.
Murdock Ave., lump sum,
10/11/04 1.00 1.00 $680.00 $680.00
ADDITIONAL WORK: C.O. # 2 - (ITEMS 1 - 13) - SUB-TOTAL
$15,949.28
$0.00
NET INCREASE TO SECTION II -
($18,290.20)
SECTION III - SANITARY SEWER
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES' QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
81.
Furnish and install approx.
3,425 linear feet of 8"
Sanitary Sewer
(Relay/New), complete as
specified, per linear foot 3,425.00 3,028.39 -396.61 $50.73 ($20,120.03)
82. Furnish and install approx.
2,375 linear feet of 10"
Sanitary Sewer Relay,
complete as specified, per
linear foot 2,375.00 2,371.85 -3.15 $51.00 ($160.65)
Page 1 0
CONTRACT: 04-07 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
83. Furnish and install aþprox.
1,300 linear feet of 18"
Sanitary Sewer Relay (W.
17th Avenue), complete as
specified, per linear foot
1,300.00 1,289.48 -10.52 $96.45 ($1,014.65)
84. Furnish and install approx.
4.0 vertical feet of 8" ,
Sanitary Sewer Drop,
complete as specified, per
vertical foot 4.00 3.71 -0.29 $250.00 ($72.50)
85.
Fumish and install approx.
3.0 vertical feet of 12"
Sanitary Sewer Drop,
complete as specified, per
vertical foot 3.00 2.58 -0.42 $500.00 ($210.00)
86. Furnish and install apPfOX.
283.0 vertical feet of std.
Sanitary Manhole (4' Inside
Diameter) in 35 locations,
complete as specified,
without casting, per vertical
foot 283.00 252.92 -30.08 $160.00 ($4,812.80)
87. Reconstruct approx. four
(4) Sanitary Manholes, " -
complete as specified,
each 4.00 4.00 $800.00
88.
Reconnect approx. 28
Sanitary Laterals, complete
as specified, each 28.00 30.00 2.00 $300.00 $600.00
89. Furnish and install approx.
2,575 linear feet of 6"
Sanitary Lateral Relay,
complete as specified, per
linear foot 2,575.00 2,229.07 -345.93 $41.00 ($14,183.13)
90. Abandon approx. eight (8)
Sanitary Manholes,
complete as specified,
each 8.00 8.00 $350.00
91. Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
. as specified, lump sum
",- 1.00 1.00 $375.00
SECTION 111- (BID ITEMS 81 - 91) - SUB-TOTALS
$600.00
($40,573.76)
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION III
Page 11
CONTRACT: 04-07 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
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANT/TIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Manhole modifications on
MH # 6 at Georgia St. and
W. 11th Ave., lump sum,
5/18/04 1.00 1.00 $1,989.69 $1,989.69
2 Core sanitary manhole at
Georgia St. and W. 12th
Ave. to raise connection to
west due to water main
conflict, lump sum, 5/27/04 1.00 1.00 $850.00 $850.00
3 Extra costs to construct
MH # 2 at Huron Ave. and
Mt. Vernon St. due to
unknown water stub and
angle of incoming sewers,
lump sum. 8/12/04 1.00 1.00 $1,353.50 $1,353.50
4 Provide temporary 8" and
12" sanitary piping while
installing new sanitary on
W. Nevada Ave. at Central
St. (S), lump sum,
7/2/04 1.00 1.00 $846.15 $846.15
5 Abandon service
connections to 13 and 23
W. Nevada Ave. due to
change in design and keep
existing 8" sanitary in south
terrace active, lump sum,
7/7/04 1.00 1.00 $1,300.00 $1,300.00
6 Abandon newly installed
lateral to 27 W. Nevada
Ave. and reconnect to
existing 8" sanitary in south
terrace after change in
design, lump sum, 7/8/04 1.00 1.00 $930.50 $930.50
7 Core new connection into
new MHs # 24 & 25 on W.
Nevada Ave. at Central St.
(N), lump sum, 7/16/04 1.00 1.00 $660.00 $660.00
8 Rock removal on W. 17th
Ave. from Oregon St. to
Minnesota St. (642.30
c.y.), lump sum, 8/18/04 -
8/31/04 1.00 1.00 $54,446.02 $54,446.02
9 Dig three (3) test holes on
W. 17th Ave. to determine
rock depths, lump sum,
8/19/04 1.00 1.00 $234.80 $234.80
Page 12
CONTRACT: 04-07 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 Modifications to sanitary '".
MH # 18 at W. 17th Ave.
and Minnesota St. due to,
different invert elevations,
lump sum, 8/31/04 1.00 1.00 $523.80 $523.80
11 Extra costs to move
sanitary MH # 22 at
Minnesota St. and W. 18th
Ave. to west after existing
sanitary lateral was
identified, lump sum,
9/10/04 1.00 1.00 $1,518.50 $1,518.50
ADDITIONAL WORK: C. O. # 2 - (ITEMS 1 -11) - SUB-TOTAL
$64,652.96
$0.00
NET INCREASE TO SECTION III -
$24,679.20
SECTION IV - WATER MAIN
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
92. Furnish and install approx.
70 linear feet of 4" Ductile
Iron Water Main w/poly
wrap, complete as
specified (fittings not
included), per linear foot 70.00 25.50 -44.50 $90.00 ($4,005.00)
93. Furnish and install approx.
590 linear feet of 6" Ductile
Iron Water Main w/poly
wrap, complete as
specified (fittings not
included), per linear foot
590.00 433.00 -157.00 $70.00 ($10,990.00)
94.
Furnish and install approx.
5,075 linear feet of 8"
Ductile Iron Water Main
w/poly wrap, complete as
specified, (fittings not
included), per linear foot 5,075.00 4,300.00 -775.00 $53.98 ($41,834.50)
95. No Bid Item
96. No Bid Item
97. Reconnect approx. three
(3), 1" Water
Services, complete as
specified, each 3.00 0.00 -3.00 $400.00 ($1,200.00)
Page 13
CONTRACT: 04-07 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
98. Furnish and install approx. .'
1,725 linear feet of 1"
Water Service
(Relay/New), complete as
specified, not including
corporation and stop box,
per linear foot 1,725.00 1,773.00 48.00 $30.00 $1,440.00
99. Furnish and install approx.
52 linear feet of 2" New
Water Service, complete
as specified, not including
corporation and stop box,
per linear foot
52.00 60.00 8.00 $40.00 $320.00
100. Furnish and install approx.
56, 1" corporation and
stop box with rod, complete
as specified, each
56.00 84.00 28.00 $250.00 $7,000.00
101. Furnish and install approx.
two (2), 2" corporation
and stop box with rod,
complete as specified,
each 2.00 2.00 $500.00
102. Furnish and install approx.
five (5), 6" plug, complete
as specified, each
5.00 3.00 -2.00 $65.00 ($130.00)
103. Furnish and install approx.
four (4), 8" plug, complete
as specified, each
4.00 1.00 -3.00 $76.00 ($228.00)
104. No Bid Item
105. No Bid Item
106. Furnish and install approx.
three (3), 6" x 6" Tees,
complete as specified,
each 3.00 3.00 $225.00
107. Furnish and install approx.
one (1), 8"x4"Tee,
complete as specified,
each 1.00 1.00 $240.00
108. Furnish and install approx.
23, 8" x 6" Tees, complete
as specified, each 23.00 17.00 -6.00 $225.00 ($1,350.00)
109. Furnish and install approx.
four (4), 8" x 8" Tees,
complete as specified,
each 4.00 2.00 -2.00 $240.00 ($480.00)
110. No Bid Item
111. Furnish and install approx.
one (1), 6" x 4" Reducer,
complete as specified,
each 1.00 1.00 $145.00
Page 14
CONTRACT: 04-07 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
112. Furnish and install approx.
eight (8), 8" x 6" Reducers,
complete as specified,
each 8.00 11.00 3.00 $125.00 $375.00
113. Furnish and install approx.
one (1),16" x 8" Reducer,
complete as specified,
each 1.00 0.00 -1.00 $445.00 ($445.00)
114. No Bid Item
115. Furnish and install approx.
ten (10), 4" - 45 degree
Bends, complete as
specified, each 10.00 6.00 -4.00 $140.00 ($560.00)
116. Furnish and install approx.
14, 6" - 45 degree Bends,
complete as specified,
each 14.00 17.00 3.00 $160.00 $480.00
117. Furnish and install approx.
12, 8" - 45 degree Bends,
complete as specified,
each 12.00 8.00 -4.00 $190.00 ($760.00)
118. No Bid Item
119. No Bid Item
120. Furnish and install approx.
one (1), 4" - 90 degree
Bend, complete as
specified, each 1.00 1.00 $130.00
121. No Bid Item
122. Furnish and install approx.
one (1). 8" - 90 degree
Bend, complete as
specified, each 1.00 1.00 $220.00
123. Furnish and install approx.
one (1), 4" Valve,
complete as specified,
each 1.00 2.00 1.00 $530.00 $530.00
124. Furnish and install approx.
27, 6" Valves,
complete as specified,
each 27.00 21.00 -6.00 $575.00 ($3,450.00)
125. Furnish and install approx.
16, 8" Valves,
complete as specified,
each 16.00 16.00 $755.00
126. No Bid Item
127. No Bid Item
128. Furnish and install approx.
one (1), 8" x 4" Tapping
Valve and Sleeve,
complete as specified,
each 1.00 0.00 -1.00 $1,560.00 ($1,560.00)
Page 15
CONTRACT: 04-07 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
129. Furnish and install approx.
one (1), 8" x 8" Tapping
Valves and Sleeves,
complete as specified,
each 1.00 1.00 $1,615.00
130. Furnish and install approx.
four (4), 12" x 8" Tapping
Valves and Sleeves,
complete as specified,
each 4.00 3.00 -1.00 $1,975.00 ($1,975.00)
131. Furnish and install approx.
one (1),12" x 4" Tapping
Valve and Sleeve,
complete as specified,
each 1.00 1.00 $1,725.00
132. Furnish and install approx.
three (3), 12" x 6" Tapping
Valves and Sleeves,
complete as specified,
each 3.00 4.00 1.00 $1,755.00 $1,755.00
133. Furnish and install approx.
19 Hydrants, complete as
specified, each
19.00 17.00 -2.00 $1,650.00 ($3,300.00)
134. Lower 12" Water Main at
W. 12th Avenue and
GeorQia Street, lump sum 1.QO 1.00 $5,000.00
135. Abandon 6" Water Main on
Ashland Street, complete
as specified, lump sum
1.00 1.00 $2,100.00
136.
Abandon 6" Water Main on
Church Avenue, complete
as specified, lump sum 1.00 1.00 $1,300.00
137. Abandon 6" Water Main on
Georgia Street, complete
as specified, lump sum
1.00 1.00 $2,000.00
138. Abandon 6" Water Main on
Minnesota Street, complete
as specified, lump sum
1.00 1.00 $3,000.00
139. Abandon 6" Water Main on
W. Nevada Avenue,
complete as specified,
lump sum 1.00 1.00 $7,000.00
140. Abandon 6" Water Main on
Osborn Avenue, complete
as specified, lump sum
1.00 1.00 $2,000.00
141. No Bid Item
Page 16
CONTRACT: 04-07 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
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 92 - 142) - SUB-TOTALS
$11,900.00
($72,267.50)
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION IV
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
1 Assist City Water Dept. in
shutting down existing 12"
main on Georgia St. and
W. 11th Ave., lump sum,
5/19/04 1.00 1.00 $2,250.00 $2,250.00
2 Remove approx. 23.57 c.y.
of rock on Osborn Ave. for
water main, per c.y.,
5/24/04 23.57 23.57 $127.00 $2,993.39
3 Tie in existing 16" main to
new 8" water at Georgia St.
and Osborn Ave., lump
sum, 5/26/04 1.00 1.00 $2,786.00 $2,786.00
4 Provide extra gravel for
water main along Georgia
St. due to extra depth of
water main, lump sum,
6/1/04 1.00 1.00 $336.00 $336.00
5 Repair abandoned 4" water
stub at Osborn Ave. and
Rugby St., lump sum,
6/4/04 1.00 1.00 $525.00 $525.00
6 Repair existing 6" water
main on Osborn Ave.
which veered into sanitary
seINer relay trench, lump
sum, 6/8/04 1.00 1.00 $974.75 $974.75
7 Assisted City Water Dept.
in shutting down existing 6"
water on E. Nevada Ave.,
lump sum, 7/15/04
1.00 1.00 $1,800.00 $1,800.00
8 Reconnect existing 6"
water north ofW. Murdock
Ave. at Ashland St. per Jim
Wolf, City Water Dept.,
lump sum, 8/11/04 1.00 1.00 $474.50 $474.50
Page 17
CONTRACT: 04-07 CHANGE ORDER # 2
CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
9 Raise existing 6" water
main on W. Nevada Ave.
and Central St. (N.) to
accommodate new 8"
sanitary sewer, lump sum,
6/23/04 1.00 1.00 / $2,610.00 $2,610.00
10 Relay existing 2" water
service to school field on
W. Nevada Ave. west of
Kentucky St. (S.), lump
sum, 7/9/04 1.00 1.00 $1,380.00 $1,380.00
11 Install salvaged hydrant at
W. Nevada Ave. and
Kentucky St. (N.), lump
sum, 7/12/04 1.00 1.00 $400.00 $400.00
12 Extra time to locate
unknown valves and shut
down existing water main
on W. Nevada Ave., lump
sum, 7/15/04 1.00 1.00 $2,000.00 $2,000.00
13 Repair broken water valve
box on Isaac Lane at Sta,
2+40, lump sum, 7/20/04 1.00 1.00 $240.00 $240.00
14 Repair broken water valve
box on Shore Preserve Dr.,
lump sum, 7/22/04 1.00 1.00 $372.75 $372.75
15 Repair broken water valve
box on Isaac Lane and
Jacob Ave., lump sum,
7/23/04 1.00 1.00 $213.00 $213.00
16 Repair 5 broken water
valve boxes on Shore
Preserve Dr., lump sum,
7/30/04 1.00 1.00 $1,125.00 $1,125.00
17 Repair broken water valve
box on Shore Preserve Dr.,
lump sum, 10/18/04 1.00 1.00 $510.00 $510.00
NET DECREASE TO SECTION IV .
$20,990.39
($39,377.11 )
$0.00
ADDITIONAL WORK: C.O. # 2 (ITEMS 1 .17) - SUB-TOTAL
NET INCREASE TO SECTIONS I, II, III, IV
NET DECREASE TO SECTIONS I, II, III, IV
$144,526.88
($539,572.28)
NET DECREASE TO CONTRACT:
($395,045.40)
Page 18