HomeMy WebLinkAboutPW CNT 04-12/Cng Ord #1
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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 1- SANITARY SEWER:
NET INCREASE TO SECTION II - WATER MAIN:
NET DECREASE TO SECTION III - STORM SEWER:
NET INCREASE TO CONTRACT:
CHANGE ORDER # 1
DATED: April 5,2004
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04-12
, is hereby amended
$80,054.48
$69,091.21
($6,071.75)
$143,073.94
Recommended: f)
b,..;J ~. ~*
Director of Public Works
Approved and accepted:
~þ/~
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.
~Ai) r;¿ fltEilJ
Comptroller
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CONTRACT:04-12 CHANGE ORDER # 1
SECTION I - SANITARY SEWER
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
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
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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 .f"'
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
service 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
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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., lump 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.
1,186.00 1,186.00 $12.36 $14,658.96
9 Additional terrace
restoration on E. Murdock
Ave. due to total curb
removal, lump 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., per 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 11- WATER MAIN
ITEM CONTRACT INSTALLED NET NET COST PER 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
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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
polywrap, complete 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
polywrap, 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 Service (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
Service (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 Services,
complete as specified,
each 2.00 2.00 $400.00
22. Reconnect existing 4"
Water Service 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
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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. Furnish and install approx.
two (2) 6" x 6" Tapping
Valves and Sleeves,
complete as specified,
each 2.00 2.00 $1,985.00
32. Furnish 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
deoree Bends, lump sum 1.00 1.00 $7,500.00
34. Furnish 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
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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
37. Abandon existing 6" x 6"
cross at W. 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 ($23.94)
specified, per linear foot 2,950.00 2,943.00 -7.00 $3.42
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, complete 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 31/4" hot-mixed
asphaltic pavement,
complete as specified, per
square yard 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
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CONTRACT: 04-12 CHANGE ORDER # 1
CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
ITEM DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT PRICE PRICE
1 Increased costs for
metering mhs due to a
change from 6' 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., per 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
3 1/4"hot-mixed asphaltic
pavement and at adjusted
I price"per sq. yd. 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 II -
SECTION III - STORM SEWER
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
DESCRIPTION CONTRACT CONTRACT
NUMBER QUANTITIES QUANTITIES INCREASE DECREASE UNIT 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
Fairview 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)
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