HomeMy WebLinkAbout10-38FEBRUARY 9, 2010 10 -38 RESOLUTION
(CARRIED 6 -0 LOST LAID OVER WITHDRAWN )
PURPOSE: APPROVAL OF CHANGE ORDER NO. 2 FOR PUBLIC WORKS
CONTRACT NO. 08 -01 WITH S.J. LOUIS CONSTRUCTION, INC.,
FOR HAZEL STREET AND NEW YORK AVENUE UTILITY
RECONSTRUCTION ($136,709.17)
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:
S. J. LOUIS CONSTRUCTION, INC.
1351 W. BROADWAY ST.
PO BOX 459
ROCKVILLE, MN 56369
Net Increase to contract: $136,709.17
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No
Acct. No
Acct. No
Acct. No
Acct. No
Acct. No
317- 0410- 7480 -03302
317- 0410- 7480 -03303
317- 0410- 7480 -03305
541 - 1841- 1799 -00000
551 - 1910- 1799 -00000
561- 2010- 1799 -00000
- Special Assessments Fund - Sewer
- Special Assessments Fund - Water
- Special Assessments Fund - Storm Water
- Water Utility Construction Work in Progress
- Sewer Utility Construction Work in Progress
- Storm Water Utility Construction Work in
Progress
( 0
Of HKO H
ON THE WATER
MEMORANDUM
TO:
FROM
DATE:
RE:
Honorable Mayor and Members of the Common Council
Steven M. Gohde, Assistant Director of Public Works
February 4, 2010
Change Order #2 for Public Works Contract No. 08 -01 / S. J. Louis Construction, Inc./
Hazel Street and New York Avenue Utility Reconstruction ( +$136,709.17)
BACKGROUND
Change Order #2 for Contract 08 -01 is scheduled for consideration by the Common Council at the
February 9, 2010 meeting. The contract was originally awarded to S.J. Louis Construction, Inc., of
Rockville, MN in December of 2008.
ANALYSIS
Additional costs were incurred in the Paving, Sanitary Sewer, Storm Sewer and Water Main sections to
adjust for existing field conditions and utilities. The paving section increased due to replacing the traffic
signal bases and conduits at the intersection of Bowen St. and New York Ave. while the concrete
pavement was removed. The storm sewer section increased to modify structures and pipes to resolve
conflicts with other utilities. The sanitary sewer section increased to modify structures to resolve conflicts
and to include sanitary sewer drops needed to construct the project. The water main section increased
due to deepening the water main for several blocks to eliminate several bends and lateral conflicts.
Additional parts and time were also needed to repair water mains that failed outside of the work area.
FISCAL IMPACT
Funding for the project is in the 2008 and 2009 Capital Improvement Program Budgets including funds
from prior years. The original contract was $4,656,326.00. The change order amounts are $11,550.00
for Paving, $8,173.28 for Storm Sewer, $53,463.66 for Sanitary Sewer and $63,522.23 for Water Main.
RECOMMENDATIONS
I recommend approval of the Change Order # 2 to Contact No. 08 -01 in the amount of $136,709.17 to
S.J. Louis Construction, Inc.
Respectfully Submitted,
Steven M. Gohde
Asst. Director of Public Works
Approved:
City Manager
I: \Engineering \08 -01 Hazel & New York Interceptor, New York Storm \Project_Information \Correspondence \Memo \CO #2 exp.doc
CHANGE ORDER # 2
DATED: January 15, 2010
TO: S. J. LOUIS CONSTRUCTION, INC.
1351 W. BROADWAY STREET
P.O. BOX 459
ROCKVILLE, MN 56369
Your present contract with the City of Oshkosh, Contract No. 08 -01 , is hereby amended
and changed as follows:
NET INCREASE TO:
WORK UNIT A- SECTION I -CONCRETE PAVING
$11,550.00
$8,173.28
NET INCREASE TO:
WORK UNIT A - SECTION [I - STORM SEWER
III -SANITARY SEWER
$53,463.66
NET INCREASE TO:
NET INCREASE TO:
WORK UNIT A -SECTION
WORK UNIT A - SECTION IV - WATER MAIN
$63,522.23
NET INCREASE TO CONTRACT:
$136,709.17
CITY OF OSHKOSH
Recommended:
Director of Public Works
BY:
City Manager
City Clerk
Approved and accepted:
q d
Contr6dor
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:
Comptroller
City Attorney
CONTRACT: 08 -01 CHANGE ORDER # 2
WORK UNIT A - SECTION I - CONCRETE PAVING
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION I
135
Additional labor, equipment,
INCREASE
DECREASE IN
ITEM
and materials to install
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
T
CONTRACT
NUMBER
DESCRIPTION
UNIT
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
135
Additional labor, equipment,
INCREASE IN
DECREASE IN
ITEM
and materials to install
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
I
NUMBER
underground conduit, pull
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
boxes, and concrete bases
for traffic signals in the
Lump
intersection of Bowen St. and
Lump
1.00
1.00
$2,896.52
$2,896.52
221
New York Ave., per SPR #15
Sum
1.00
1.00
$11,550.00
$11,550.00
ADDITIONAL WORK: C.O. # 2 - (ITEM 135) - SUB -TOTAL $11,550.00 $0.00
NET INCREASE TO: SECTION 1 $11,550.00
WORK UNIT A - SECTION II - STORM SEWER
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION II
220
Additional labor, equipment,
INCREASE IN
DECREASE IN
ITEM
and materials to cut down
UNIT
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
I
NUMBER
DESCRIPTION
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
220
Additional labor, equipment,
and materials to cut down
and cut in new holes for
storm sewer in MH SS -2 due
to plan being incorrect, per
Lump
SPR #21
Sum
1.00
1.00
$2,896.52
$2,896.52
221
Additional labor, equipment,
and materials to cut one foot
of base and recut 12" storm
sewer connections on MH
1'u
SS -3 due to plan elevations
Lump
being incorrect, per SPR
Sum
1.00
1.00
$1,024.01
$1,024.01
222
Additional labor, equipment,
and materials to over
excavate area to install storm
sewer lead from inlet 3.4 to
inlet 3.3 and relocate inlet
3.4 due to gas main conflict,
Lump
per SPR #27
Sum
1.00
1.00
$779.08
$779.08
223
Additional labor, equipment,
and materials to cut in
opening in new inlet and MH
#3 to install added 12" RCP
which was added to contract,
Lump
per SPR #30
Sum
1.00
1.00
1
$400.91
$400.91
Page 1 of 5
CONTRACT: 08 -01 CHANGE ORDER # 2
224
Additional labor, equipment,
INCREASE IN
DECREASE IN
ITEM
and materials to relocate
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
inlet 4-4 to the west to avoid
UNIT
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
conflict with gas main.
Gas main had to be over
excavated to it to be raised
1.5 feet per SPR #29 and
Lump
SPR #31
Sum
1.00
1.00
$2,799.76
$2,799.76
225
Additional labor, equipment,
and materials needed to cut
down and lower storm inlets.
Inlets were set to plan grade
Lump
per SPR #33
Sum
1.00
1.00
$273.00
$273.00
ADDITIONAL WORK: C.O. # 2 - (ITEMS 220 -225) - SUB -TOTAL $8,173.28 $0.00
NET INCREASE TO: SECTION II $8,173.28
WORK UNIT A - SECTION III - SANITARY SEWER
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION III
341
Additional labor, equipment,
INCREASE IN
DECREASE IN
ITEM
and materials to reset MH H-
CONTRACT
INSTALLED
NET
NET
COST PER
CONTRACT
CONTRACT
NUMBER
DESCRIPTION
UNIT
QUANTITIES
QUANTITIES
INCREASE
DECREASE
UNIT
PRICE
PRICE
341
Additional labor, equipment,
and materials to reset MH H-
12. Elevations were
incorrect on plans and MH
needed to be raised 1.0 feet.
Drop in MH H -12 was
abandoned. New hole 18"
pipe needed to be cut in and
lower hole was required to be
abandoned and plugged.
Sewage needed to be bi-
passed during the
reconfiguration of manhole,
Lump
er SPR #18 & SPR #19.
Sum
1.00
1.00
$12,577.81
$12,577.81
342
Additional labor, equipment,
and materials to raise MH N-
6 three feet due to wrong
elevation on plans.
Additional manhole section
needed to be ordered and
installed, MH N-6 was buried
to allow traffic onto roadway
while section was being built
and had to be excavated
once section arrived, per
Lump
1.00
1.00
$962.45
$962.45
SPR #20
Sum
343
Additional labor, equipment,
and materials to reconnect
existing sanitary sewer
outside of MH #13 at Broad
St. Existing main was 15'
higher than plan grade and
required 2 -10" 45° bends to
Lump
be installed, per SPR #24
Sum
1.00
1.00
$1,614.36
$1,614.36
Page 2 of 5
CONTRACT: 08 -01 CHANGE ORDER # 2
344
Additional labor, equipment,
and materials to investigate a
lateral backup at 1136
Eastman. Lateral was
excavated to determine the
cause of backup. Upon
excavation, it was
determined nothing was
wrong with lateral, per SPR
Lump
#28
Sum
1.00
1.00
$1,187.44
$1,187.44
345
Additional labor, equipment
and materials to excavate
and install sanitary lateral
and water service for # 905
E. New York Avenue. Utilities
were not shown on plans and
in conflict with sewer, per
Lump
SPR #38 and SPR #39
Sum
1.00
1.00
$2,621.29
$2,621.29
346
Additional labor, equipment,
and materials to excavate
around utilities not shown on
plans to install sanitary sewer
Lump
main, per SPR #40
Sum
1.00
1.00
$3,246.40
$3,246.40
347
Due to the timing of the
construction of Mt. Vernon
Ave. by Carl Bowers & Sons,
various temporary manholes
did not need to be installed.
Since manholes were
already delivered we bought
manholes and put them in
Lump
City yard, per SPR #47
Sum
1.00
1.00
$4,966.97
$4,966.97
348
After S.J. Louis televised
sanitary sewer, sewer
laterals had large amounts of
clear water. City requested
the laterals be televised to
verify the source of inflow.
Upon completion it was
determined that inflow was
outside limits of construction,
Lump
per SPR #48
Sum
1.00
1.00
$1,617.54
$1,617.54
349
Furnish and install 8"
sanitary sewer drops,
complete asspecified
Each
15.36
15.36
$350.00
$5,376.00
350
Furnish and install 10"
sanitary sewer drops,
complete asspecified
Each
5.06
5.06
$415.00
$2,099.90
351
Furnish and install 12"
sanitary sewer drops,
Complete asspecified
Each
28.66
28.66
$475.00
$13,613.50
352
Furnish and install 21"
sanitary sewer drops,
complete asspecified
Each
3.58
3.58
$1,000.00
$3,580.00
ADDITIONAL WORK: C. 0. # 2 - (ITEMS 341 -352) - SUB -TOTAL $53,463.66 $0.00
NET INCREASE TO: SECTION III $53,463.66
WORK UNIT A - SECTION IV - WATER MAIN
Page 3 of 5
CONTRACT: 08 -01 CHANGE ORDER # 2
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION IV
ITEM CONTRACT INSTALLED NET NET COST PER fNCREASE IN DECREASE !N
NUMBER DESCRIPTION UNIT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE 001rc
434 Additional labor, equipment,
Lump
Sum
437 Additional labor, equipment,
1.00
and materials to cut and cap
$3,260.42
$3,260.4
and materials to install
existing 6" watermain to
Ave. at Oak St. after MH N-4
I sanitary sewer
was installed and backfilled.
between MH# 7 and MH# 8,
Lump
location er SPR #35
438 Additional labor, equipment,
Sum
1.00
and the watermain had to be
1 $1,639.45
$1,639.4;
and materials to expose
relocated around MH# 8 due
exposed, water department
to the size and location. City
decided a new valve and tee
supplied parts and S.J.
Lump
#36 and SPR#37
439 Additional labor and
Sum
1.00
Louis installed pipe, per SPR
Lump
$2,694.37
equipment to repair
#22 and SPR #23
termain connection by
Sum
1 1.00
1.00
$6,253.06
$6,253.06
d tracks plan called for
74 +50. City supplied the
bend. City requested 2
Lump
#43
440 Additional labor, equipment,
Sum
1.00
[T45' nds to be used due to
$3,809.92
$3,809.92
and materials to cut and cap
n of existing
Lump
18, per SPR #44
Sum
1.00
main, additional time
$2,661.29
$2,661.29
quired to make
Lump
ction, per SPR #25
436 Due to shallowness and
Sum
1.00
1.00
$5,057.01
$5,057.01
condition of existing
watermain by MH N-4, the
watermain broke when MH N
4 was excavated. Additional
time to cut & cap watermain,
v..J' .11 ji ll L*, FR'ir
SPR #34
Lump
Sum
437 Additional labor, equipment,
1.00
1.00
$3,260.42
$3,260.4
and materials to install
watermain across New York
Ave. at Oak St. after MH N-4
was installed and backfilled.
Watermain broke in another
Lump
location er SPR #35
438 Additional labor, equipment,
Sum
1.00
1.00
1 $1,639.45
$1,639.4;
and materials to expose
watermain in Oak St. Once
exposed, water department
decided a new valve and tee
needed be installed, per SPR
Lump
#36 and SPR#37
439 Additional labor and
Sum
1.00
1.00
$2,694.37
$2,694.37
equipment to repair
watermain that was broke
over the weekend at station
74 +50. City supplied the
parts, per SPR #42 and SPR
Lump
#43
440 Additional labor, equipment,
Sum
1.00
1.00
$3,809.92
$3,809.92
and materials to cut and cap
broken watermain by MH N-
Lump
18, per SPR #44
Sum
1.00
1.00 1
$2,661.29
$2,661.29
Page 4 of 5
CONTRACT: 08 -01 CHANGE ORDER # 2
441
Additional labor and
equipment to repair leaking
watermain at stations 50 +50
Lump
and 80 +90, per SP #45
Sum
1.00
1.00
$2,474.24
$2,474.24
442
Additional labor and
equipment to cap broken
watermain at station 75 +25,
Lump
443
p er SPR#46
Additional labor, equipment,
Sum
1.00
1.00
$1,024.97
$1,024.97
and materials to lower
watermain approximately 2.5
feet from plan grade to
eliminate multiple bends and
Potential service conflicts
with storm sewer, per SPR
Lump
444
#49
Furnish and install 4" sleeve,
Sum
1.00
1.00
$29,137.50
$2 9,137.50
complete as specified
445
Furnish and install 6' sleeve,
Each
1.00
1.00
$180.00
$180.00
complete as specified
446
Furnish and install 8" sleeve,
Each
10.00
10.00
$200.00
$2,000.00
complete as specified
447
Furnish and install 6 "W'W'
Each
2.00
2.00
$240.00
$480.00
tee, complete as specified
448
Fumish and install 6 "x6"
jEach
1.00
1.00
$350.00
$350.00
tapping valve and sleeve,
449
corn lete ass ecified
Fumish and install 8 "x6"
Sum
1.00
1.00
$1,200.00
$1,200.00
tapping valve and sleeve,
Lump
— complete
ass ecified
Sum
1.00 1
1.00
$1.300.00
$1.3on nn
ADDITIONAL WORK: C.O. # 2 (ITEMS 434 -449) - SUB -TOTAL
NET INCREASE TO: SECTION IV
NET INCREASE TO SECTIONS I, II, III, IV
NET DECREASE TO SECTIONS I, II, III, IV
NET INCREASE TO CONTRACT:
$63,522.23 $0.00
$63,522.23
$136,709.17
$0.00
$136,709.17
Page 5 of 5