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APRIL 26, 2005
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RESOLUTION
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LAID OVER
WITHDRAWN
PURPOSE:
CHANGE ORDER NO. 1/ PUBLIC WORKS CONTRACT NO. 04-12
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 Increase to contract:
$143,073.94
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
Accl. No. 551-1910-1799-00000 Sewer Utility - Construction in Progress
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:
NET INCREASE TO SECTION I - SANITARY SEWER:
NET INCREASE TO SECTION 11- WATER MAIN:
NET DECREASE TO SECTION 111 - STORM SEWER:
NET INCREASE TO CONTRACT:
Recommended: I'.
lJ"';J c... ~ ~
Director of Public Works
CHANGE ORDER # 1
DATED: April 5, 2004
04-12
, is hereby amended
$80,054.48
$69,091.21
($6,071.75)
$143,073.94
CITY OF OSHKOSH
BY:
City Manager
City Clerk
Approved and accepted:
~¿V~
.. Contractor
I certify that provision has been made to pay the liability that will accrue to the City of
Oshkosh, Wisconsin, unç!er the within Change Order.
Approved as to form:
City Attorney
Comptroller
CONTRACT: 04-12 CHANGE ORDER # 1
SECTION I- SANITARY SEWER
". INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT INSTALLED NET NET COST PER CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
1. Furnish and install approx.
1,650 linear feet of 8"
Sanitary Sewer New/Relay,
complete as specified, per
linear foot 1,650.00 1,593.51 -56.49 $60.10 ($3,395.05)
2. Furnish and install approx.
. 820 linear feet of 10"
Sanitary Sewer Relay,
complete as specified, per
linear foot 820.00 816.52 -3.48 $65.00 ($226.20)
3. Furnish and install approx.
15 linear feet of 10"
Sanitary Sewer Insert,
complete as specified, per
linear foot' 15.00 15.00 $100.00
4. Furnish and install approx.
170 linear feet of 4"
Sanitary Lateral, complete
as specified, per linear foot
170.00 158.50 -11.50 $39.00 ($448.50)
5. Extend and/or reconnect
approx. thirteen (13)
Sanitary Laterals, complete
as specified, each
13.00 13.00 $360.00
6. Furnish and install approx.
121 vertical feet of std.
Sanitary Manhole (4' Inside
Diameter), complete as
specified, in 13 locations
without castings, per
vertical foot 121.00 134.86 13.86 $165.00 $2,286.90
7. Remove and relocate
existing sanitary manhole
on Louise Court, complete
as specified, lump sum 1.00 1.00 $3,000.00
8. Abandon approx. three (3)
Sanitary Manholes,
complete as specified,
each 3.00 3.00 $550.00
9. Approx. 2,800 linear feet of
sawing, complete as
specified, per linear foot 2,800.00 3,711.00 911.00 $3.52 $3,206.72
10. Remove and replace
approx. 1,270 square yards
of 8" non-reinforced
concrete pavement,
including curb, complete as
specified, per square yard
1,270.00 1,528.10 258.10 $34.01 $8,777.98
Page 1
CONTRACT: 04-12 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
11. Remove and replace ..
approx. 350 square feet of ("'
4" - 6" sidewalk or
driveway, complete as
specified, per square foot 350.00 2,077.80 1,727.80 $4.10 $7,083.98
12. Furnish and install approx.
945 pavement ties,
complete as specified,
each 945.00 634.00 -311.00 $6.72 ($2,089.92)
13. 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 -13) - SUB-TOTALS
$21,355.58
($6,159.67)
ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION I
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Repair broken water
seNice to city lift station,
Bowen St. & E. Murdock
Ave., lump sum, 9/2/04 1.00 1.00 $1,000.00 $1,000.00
2 Remove existing
abandoned 42" CMP storm
sewer and backfill trench
with gravel, lump sum,
9/8/04 - 9/10/04 1.00 1.00 $6,463.50 $6,463.50
3 Pump down water from
abandoned 42" storm
sewer prior to removal,
lump sum, 9/7/04 - 9/10/04
1.00 1.00 $700.00 $700.00
4 Redesign new sanitary MH
at E. Murdock Ave. and
Grove St. due to different
conditions, lump sum,
9/16/04 1.00 1.00 $2,495.00 $2,495.00
5 Extra time to abandon 2
existing sanitary mhs at E.
Murdock Ave. and Grove
St. that were encased in
concrete, lump sum,
9/16/04 1.00 1.00 $1,760.00 $1,760.00
6 Rock removal at E.
Murdock Ave. and Oak St.,
2 hr. crew time, lump sum,
9/22/04 1.00 1.00 $800.00 $800.00
Page 2
CONTRACT: 04-12 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
7 Install new sanitary lateral
to NW corner of E.
Murdock Ave. and Evans
St., lumo sum, 9/23/04 1.00 1.00 $4,986.50 $4,986.50
8 Remove and replace
approx. 1186 linear feet of
curb section on E. Murdock
Ave., originally planned to
remain, per linear ft. $12.36 $14,658.96
1,186.00 1,186.00
9 Additional terrace
restoration on E. Murdock
Ave. due to total curb
removal, lumo sum 1.00 1.00 $3,786.00 $3,786.00
10 Remove and replace 8"
concrete approach and
sidewalk at Fire Station on
E. Murdock Ave., lump sum
1.00 1.00 $1,415.81 $1,415.81
11 Approx. 49.5 tons of extra
stone material needed"
under pavement
replacement on E. Murdock
Ave., oer ton 49.50, 49.50 $7.50 $371.25
12 Extra barricades for
additional patches required
by city, lump sum 1.00 1.00 $870.00 $870.00
13 Extra High Early Strength ~
8" concrete pavement
removal and replacement
on E. Murdock Ave., per
sq. yd. 655.00 655.00 $39.01 $25,551.55
ADDITIONAL WORK: C.O. # 1 . (ITEMS 1 -13). SUB-TOTAL
$64,858.57
$0.00
NET INCREASE TO SECTION I .
$80,054.48
SECTION II. WATER MAIN
ITEM CONTRACT INSTALLED NET NET COSTPER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
14. Furnish and install approx.
290 linear feet of 6" Ductile
Iron Water Main
w/polywrap, complete as
specified (fittings not
included), per linear foot 290.00 314.00 24.00 $68.80 $1,651.20
Page 3
CONTRACT: 04-12 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
15. Furnish and install approx.
560 linear feet of 8" Ductile
Iron Water Main with
natural backfill and
pofywrap, complet~ as
specified, (fittings not
included), per linear foot 560.00 536.00 -24.00 $48.00 ($1,152.00)
16. Furnish and install approx.
3,230 linear feet of 8"
Ductile Iron Water Main
with gravel backfill and
pofywrap, complete as
specified, (fittings not
included), per linear foot 3,230.00 3,241.50 11.50 $62.30 $716.45
17. Furnish and install approx.
1 ,220 linear feet of 1"
Water SeNice (Relay and
New), complete as
specified, not including
corporation and stop box,
per linear foot 1,220.00 1,235.00 15.00 $68.00 $1,020.00
18. Furnish and install approx.
40 linear feet of 2" Water
SeNice (Relay and New),
complete as specified, not
including corporation and
stop box, per linear foot
40.00 36.00 -4.00 $78.00 ($312.00)
19. Furnish and install approx.
34 1" corporation and stop
box with rod, complete as
specified, each
34.00 40.00 6.00 $275.00 $1,650.00
20. Furnish and install approx.
two (2) 2" corporation and
stop box with rod, complete
as specified, each
2.00 2.00 $650.00
21. Reconnect approx. two (2),
1" Water SeNices,
complete as specified,
each 2.00 2.00 $400.00
22. Reconnect existing 4"
Water SeNice to 1100
Witzel Avenue, complete
as specified, with all fittings
and valves, lump sum
1.00 1.00 $2,000.00
23. Furnish and install approx.
13, 8" x 6"Tees,
complete as specified,
each 13.00 13.00 $260.00
Page 4
CONTRACT: 04-12 CHANGE ORDER# 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
24, Furnish and install approx.
six (6), 8" x 8" Tees,
complete as specified, '
each 6.00 6.00 $240.00
25. Furnish and install approx.
three (3), 8" x 6"
Reducers, complete as
specified, each 3.00 10.00 7.00 $160.00 $1,120.00
26. Furnish and install approx.
19 6" - 45 degree
Bends, complete as
specified, each 19.00 10.00 -9.00 $220.00 ($1,980.00)
27. Furnish and install approx.
25 8" - 45 degree Bends,
complete as specified,
each 25.00 25.00 $260.00
28. Furnish and install approx.
five (5), 8" - 22 1/2 degree
Bends, complete as
specified, each
5.00 3.00 -2.00 $260.00 ($520.00)
29. Furnish and install approx.
14 6" Valves, complete
as specified, each 14.00 14.00 $650.00
30. Furnish and install approx.
17 8" Valves, complete as
specified, each 17.00 16.00 -1.00 $860.00 ($860.00)
31. Fumish and install approx.
two (2) 6" x 6" Tapping
Valves and Sleeves,
complete as specified,
each 2.00 2.00 $1,985.00
32. Fumish and install approx.
two (2) 6" Metering Water
Valve Manholes for
Patrician Village, complete
as specified, lump sum
1.00 1.00 . $29,600.00
33. Raise 16" Water Main at E.
Murdock Avenue and
Bowen Street, complete as
specified, with 16",45
deQree Bends, lump sum 1.00 1.00 $7,500.00
34. Fumish and install approx.
nine (9) Hydrants, complete
as specified, each
9.00 9.00 $1,950.00
35. Remove and relocate
Hydrant at end of Louise
Court, complete as
specified, lump sum 1.00 1.00 $800.00
36. Abandon 6" Water Main on
Witzel Avenue, complete
as specified, lump sum
1.00 1.00 $10,000.00
Page 5
CONTRACT: 04-12 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
37. Abandon existing 6" x 6"
cross atW. 7th Avenue
and Wyoming Street,
complete as specified,
lump sum 1.00 1.00 $1,100.00
38. Approx. 2,950 linear feet of
sawing, complete as
specified, oer linear foot 2,950.00 2,943.00 -7.00 $3.42 ($23.94)
39. Remove and replace
approx. 70 square yards of
7" non-reinforced concrete
pavement, including curb,
complete as specified, per
square yard 70.00 69.15 -0.85 $54.80 ($46.58)
40. Remove and replace
approx. 3,500 square yards
of 8" non-reinforced
concrete pavement,
including curb, completê as
specified, per square yard
3,500.00 3,234.90 -265.10 $34.01 ($9,016.05)
41. Remove and replace
approx. 1,270 square feet
of 4" - 6" sidewalk or
driveway, complete as
specified, per square foot 1,270.00 3,461.30 2,191.30 $3.82 $8,370.77 ".
42. Furnish and install approx.
970 pavement ties,
complete as specified,
each 970.00 1,076.00 106.00 $6.72 $712.32
43. Remove and replace ..
approx. 380 square yards
of 3 1/4" hot-mixed
asphaltic pavement,
complete as specified, per
sqûáre')íåi'd 380.00 141.10 -238.90 $41.00 ($9,794.90)
44.
Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum 1.00 1.00 $375.00
SECTION II. (BID ITEMS 14 - 44) - SUB-TOTALS
$15,240.74 ($23,705.47)
ADDITIONAL WORK REQUIRED: C.O. # 1 - SECTION II
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
Page 6
CONTRACT: 04-12 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
1 Increased costs for
metering mhs due to a
change from6' dia. mhs to
12' x 10' structures, lump
sum 1.00 1.00 $6,730.00 $6,730.00
2 Approx. 44 tons extra stone
base needed under
pavement replacement on
Witzel Ave., oer ton 44.00 44.00 $7.50 $330.00
3 Increased landscaping
costs on Witzel Ave. due to
increased amount of
sidewalk and driveway
removal, lump sum 1.00 1.00 $1,889.00 $1,889.00
4 Approx. 1,255 feet of extra
concrete sawing on Witzel
Avenue, per foot 1,255.00 1,255.00 $2.50 $3,137.50
5 Approx. 508.3 sq. yds. of
extra high early strength 8"
concrete pavement
removed and replaced on
Witzel Avenue, per sq. yd. 508.30 508.30 $39.01 $19,828.78
6 Remove and replace
approx. 2,857.9 sq. yds. of
31/4" hot-mixed asphaltic
pavement and at adjusted
price, per SQ, vd. 2,857.90 2,857.90 $15.97 $45,640.66 -
ADDITIONAL WORK: C.O. # 1 . (ITEMS 1 .3) . SUB-TOTAL
$77,555.94
$0.00
$69,091.21
NET INCREASE TO SECTION 11-
SECTION III - STORM SEWER
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
45.
Provide and install 6"
Storm Lateral for 1361
Waugoo Avenue, complete
as specified, lump sum 1.00 1.00 $3,600.00
46. Provide and install 6"
Storm Lateral for 1213
FaiNiew Street, complete
as specified, lump sum 1.00 1.00 $6,800.00
47. Provide and install 8"
Storm Sewer at Jefferson
Street and E. Lincoln
Avenue, complete as
specified, lump sum 1.00 0.00 -1.00 $10,100.00 ($10,100.00)
Page 7
CONTRACT: 04-12 CHANGE ORDER # 1
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
48.
Provide $375.00 to the City
of Oshkosh for project
management
communications, complete
as specified, lump sum 1.00 1.00 $375.00
SECTION III - (BID ITEMS 1 - 3 ) - SUB.TOTALS
$0.00 ($10,100.00)
ADDITIONAL WORK REQUIRED: C.O. # 1 . SECTION III
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
1 Remove and rebuild catch
basin on E. Murdock Ave at
Fire Station, 9/15/04 lump
sum 1.00 1.00 . $1,885.20 $1,885.20
2 Replace catch basin at SW
corner of E. Murdock Ave.
& Hazel St., lump sum,
9/24/04 1.00 1.00 $1,461.30 $1,461.30
3 Replace inlet lead to
existing inlet on Witzel Ave.
at Lark St. (N), lump sum,
9/27/04 1.00 1.00 $681.75 $681.75
ADDITIONAL WORK: C. O. # 1 . (ITEMS 1 -3) . SUB-TOTAL
$4,028.25
$0.00
NET DECREASE TO SECTION III
($6,071.75)
$183,039.08
($39,965.14)
NET INCREASE TO SECTIONS I, II, III
NET DECREASE TO SECTIONS I, II, III
NET INCREASE TO CONTRACT:
$143,073.94
Page 8