HomeMy WebLinkAboutPW CNT 08-01/CNG 2 DEPARTMENT OF PUBLIC WORKS
215 Church Avenue
P.O. Box 1130
OF)Oshkosh, Wisconsin 54903 -1130
Ph. (920) 236 -5065
Fax (920) 236 -5068 011 --KOJH
ON THE WATER
February 11, 2010
Mark Hinsz
S. J. Louis Construction Inc.
1351 W Broadway Street
P. O. Box 459
Rockville, MN 56369
Re: Change Order #2, Contract 08 -01
Dear Mr. Hinsz:
Enclosed please find an executed copy of the Change Order between the City of Oshkosh and Vinton
Construction Company regarding the above - mentioned project.
If you have any questions, please call our office at (920) 236 -5065. Thank you.
Sincerely,
D- id
RM/ O
David C. Patek J
Director of Public Works
F1EB
DCP/kcd M/ 1 2 / 20/o
Enclosure C/ 9
cc: Pam Ubrig, City Clerk (w /original) F ice
Lynn Lorenson, Assistant City Attorney (w /copy)
File Copy (w /original)
I: \Engineering \08 -0I Hazel & New York Interceptor, New York Page 1 of 1
Storm \Project_Information \Contract Info \Change Orders \_Blank Executed Change Order
Letter.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
NET INCREASE TO: WORK UNIT A - SECTION II - STORM SEWER $8,173.28
NET INCREASE TO: WORK UNIT A - SECTION III - SANITARY SEWER $53,463.66
NET INCREASE TO: WORK UNIT A - SECTION IV - WATER MAIN $63,522.23
NET INCREASE TO CONTRACT: $136,709.17
CITY OF OSHKOSH
r
BY: `. �.:/
Recommended: City Manager-
Director of Public Works City Clerk
Approved and accepted:
L1
ontra
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.
(-1°4 2mpt - roller
App ,tied as to form:
, al drah 1 et
_.. City A'" '"f
1
° CONTRACT: 08 -01 CHANGE ORDER # 2
WORK UNIT A - SECTION I - CONCRETE PAVING
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION I
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT CONTRACT CONTRACT
QUANTITIES QUANTITIES INCREASE DECREASE UNIT
PRICE PRICE
135 Additional labor, equipment,
and materials to install
underground conduit, pull
boxes, and concrete bases
for traffic signals in the
intersection of Bowen St. and Lump
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 11- STORM SEWER
ADDITIONAL WORK REQUIRED: C.O. # 2 - SECTION II
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT CONTRACT CONTRACT
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 re -cut 12" storm ,
sewer connections on MH ``'
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 $400.91 $400.91
Page 1 of 5
CONTRACT: 08 -01 CHANGE ORDER # 2
224 Additional labor, equipment,
and materials to relocate
inlet 4-4 to the west to avoid
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
ITEM CONTRACT INSTALLED NET NET COST PER INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT CONTRACT CONTRACT
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
per 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
SPR #20 Sum 1.00 1.00 $962.45 $962.45
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 2of5
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 as specified Each 15.36 15.36 $350.00 $5,376.00
350 Furnish and install 10"
sanitary sewer drops,
complete as specified Each 5.06 5.06 $415.00 $2,099.90
351 Furnish and install 12"
sanitary sewer drops,
complete as specified Each 28.66 28.66 $475.00 $13,613.50
352 Furnish and install 21"
sanitary sewer drops,
complete as specified Each 3.58 3.58 $1,000.00 $3,580.00
ADDITIONAL WORK: C. O. # 2 - (ITEMS 341 -352) - SUB -TOTAL $53,463.66 $0.00
NET INCREASE TO: SECTION I11 $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 INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT QUANTITIES QUANTITIES INCREASE DECREASE UNIT CONTRACT CONTRACT
PRICE PRICE
434 Additional labor, equipment,
and materials to cut and cap
existing 6" watermain to
install sanitary sewer
between MH# 7 and MH# 8,
and the watermain had to be
relocated around MH# 8 due
to the size and location. City
supplied parts and S.J.
Louis installed pipe, per SPR Lump
#22 and SPR #23 Sum 1.00 1.00 $6,253.06 $6,253.06
435 At watermain connection by
railroad tracks plan called for
a 90° bend. City requested 2-
45° bends to be used due to
location of existing
watermain, additional time
was required to make Lump
connection, per SPR #25 Sum 1.00 1.00 $5,057.01 $5,057.01
436 Due to shallowness and
condition of existing
watermain by MH N-4, the
watermain broke when MH N-
4 was excavated. Additional
time to cut & cap watermain,
City supplied all parts, per Lump
SPR #34 Sum 1.00 1.00 $3,260.42 $3,260.42
437 Additional labor, equipment,
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, perSPR #35 Sum 1.00 1.00 $1,639.45 $1,639.45
438 Additional labor, equipment,
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 Sum 1.00 1.00 $2,694.37 $2,694.37
439 Additional labor and
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 Sum 1.00 1.00 $3,809.92 $3,809.92
440 Additional labor, equipment,
and materials to cut and cap
broken watermain by MH N- Lump
18, per SPR #44 Sum 1.00 1.00 $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 SPR #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
per SPR #46 Sum 1.00 1.00 $1,024.97 $1,024.97
443 Additional labor, equipment,
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
#49 Sum 1.00 1.00 $29,137.50 $29,137.50
444 Furnish and install 4" sleeve,
complete as specified
Each 1.00 1.00 $180.00 $180.00
445 Furnish and install 6" sleeve,
complete as specified
Each 10.00 10.00 $200.00 $2,000.00
446 Furnish and install 8" sleeve,
complete as specified
Each 2.00 2.00 $240.00 $480.00
447 Fumish and install 6 "x6 "x6"
tee, complete as specified
Each 1.00 1.00 $350.00 $350.00
448 Furnish and install 6 "x6"
tapping valve and sleeve, Lump
complete as specified Sum 1.00 1.00 $1,200.00 $1,200.00
449 Furnish and install 8 "x6"
tapping valve and sleeve, Lump
_complete as specified Sum 1.00 1.00 $1,300.00 $1,300.00
ADDITIONAL WORK: C.O. *2 (ITEMS 434 -449) - SUB -TOTAL $63,522.23 $0.00
NET INCREASE TO: SECTION IV $63,522.23
NET INCREASE TO SECTIONS 1, 11, III, IV $136,709.17
NET DECREASE TO SECTIONS 1,11, 111, IV $0.00
NET INCREASE TO CONTRACT: $136,709.17
Page 5 of 5