HomeMy WebLinkAbout18. 14-14
JANUARY 14, 2014 14-14 RESOLUTION
(CARRIED___6-0___LOST________LAID OVER________WITHDRAWN________)
PURPOSE: APPROVAL OF CHANGE ORDER NO. 1 FOR PUBLIC WORKS
CONTRACT NO. 13-04 WITH CARL BOWERS & SONS
CONSTRUCTION CO. INC. FOR VARIOUS CONCRETE PAVING &
UTILITY PROJECTS – NORTH & SOUTH CENTRAL AREAS
(+$146,614.30)
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:
CARL BOWERS & SONS CONSTRUCTION CO.
N1844 Maloney Road
Kaukauna, WI 54130
Net Increase to contract: $146,614.30
PURPOSE: See attached Change Order.
BE IT FURTHER RESOLVED that money for this purpose is hereby appropriated
from:
Acct. No. 311-0410-7480-00000 Sidewalk Construction Fund
315-0410-7480-00000 Street Improvement Fund Expenditures
317-0410-7480-03301 Special Assessments Fund – Streets
317-0410-7480-03302 Special Assessments Fund – Sewer
317-0410-7480-03303 Special Assessments Fund – Water
317-0410-7480-03304 Special Assessments Fund – Sidewalks
317-0410-7480-03305 Special Assessments Fund – Storm Water
541-1810-1799-00000 Water Utility Construction Work in Progress
551-1910-1799-00000 Sewer Utility Construction Work in Progress
561-2010-1799-00000 Storm Water Utility Construction Work in Progress
4101.
OJHKOJH
ON THE WATER MEMORANDUM
TO: Honorable Mayor and Members of the Common Council
FROM: Steven M. Gohde, Assistant Director of Public Works
DATE: January 9, 2014
RE: Change Order No. 1 for Public Works Contract No. 13-04 / Paving, Sidewalk, Driveway, &
Utilities / Second Local Street Concrete Paving Program / Carl Bowers & Sons Construction
Company, Inc. (+$146,614.30)
BACKGROUND
Change Order No. 1 for Contract 13-04 is scheduled for consideration by the Common Council at the January
14, 2014 meeting. The contract was originally awarded to Carl Bowers & Sons Construction Company, Inc. in
April of 2013. This is the final change order. Quantities have been adjusted to match field conditions and
additional services were provided.
ANALYSIS
Following is a summary of the significant changes to each section of the Capital Improvement Program (CIP).
• Concrete Paving — Additional labor, materials, & equipment were required to remove organic material
and sawdust (Bid Item #1200) on both West and East 10th Avenue and replace with new gravel base
(Bid Item #1340). Additional quantity of 8" HES Concrete Pavement was added to facilitate access for
businesses on East 10th Avenue (Bid Item#1313).
• Storm Sewer — Additional labor, materials, & equipment were required to relocate the outfall on New
York Avenue to avoid an existing gas main under the river (Bid Item #20003). Additional work was
performed to tight sheet existing storm outfalls to allow the Street Department to televise the storm
sewer at various locations throughout the City (Bid Item#20004).
• Sanitary Sewer— Additional labor, materials, & equipment were required to install additional manholes
and pipe when laterals were determined to be 8", not 6" (Bid Items #3000, #3100, #3300, #30001, and
#30004). Carl Bowers & Sons was hired to verify railroad ditches were not connected to the sanitary
sewer on Broad Street(Bid Item#30005).
• Water Main — Additional labor, materials, & equipment were required to remove abandoned 10th main
that was in conflict with water main (Bid Item #40000), to remove concrete vault on East 10t Avenue
and fill with CABC (Bid Item #40001), and to install water service at new location (Bid Item#40002).
FISCAL IMPACT
Contract Section Change Order Amount New Contract Total CIP Budget Amount
Concrete Paving $44,117.26 $1,089,272.80 $1,317,300
Storm Sewer $72,897.54 $1,191,900.05 $1,830,100
Sanitary Sewer $16,484.61 $647,174.11 $767,200
Water Main $13,114.89 $638,105.00 $702,700
Total $146,614.30_ $3,566,451.96 $4,617,300
Adequate funds are available in the relating sections of the 2013 Capital Improvements Budget.
RECOMMENDATIONS
I recommend approval of Change Order No. 1 to Contact No. 13-04 in the amount of +$146,614.30 to Carl
Bowers & Sons Construction Company, Inc.
Approved:
Mark A. Rohloff
City Manager
SMG/tlt
I:\Engineering\13-04 Conc Paving&Util\Project_Information\CorrespondencelMemo\13-04 CO#1 Memo_1-9-14.docx
TO: Carl Bowers & Sonsc Const. Co., Inc. CHANGE ORDER # 1 FINAL
N1844 Maloney Rd. DATED: DECEMBER 13, 2013
. Kaukauna, WI 54130
Your present contract with the City of Oshkosh, Contract No. 13-04, awarded Apirl 9, 2013, is hereby
amended and changed as follows:
NET INCREASE TO: SECTION I - PAVING 44,117.26
NET INCREASE TO: SECTION II - STORM SEWER 72,897.54
NET INCREASE TO: SECTION III - SANITARY SEWER 16,484.61
NET INCREASE TO: SECTION IV - WATER MAIN 13,114.89
NET INCREASE TO CONTRACT $146,614.30
Section I Section II Section III Section IV
(Paving) (Storm) (Sanitary) (Water) Totals
Bid Total $1,045,155.54 $1,119,002.51 $630,689.50 $624,990.11 $3,419,837.66
C.O. #1 S44,117.26 $72,897.54 $16,484.61 $13,114.89 $146,614.30
Contract Total $1,089,272.80 $1,191,900.05 $647,174.11 $638,105.00 $3,566,451.96
CITY OF OSHKOSH
BY:
Recommended: City Manager
Director of Public Works City Clerk
Approved and accepted:
ontractor
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.
Comptroller
Approved as to form:
City Attorney
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
SECTION I-PAVING
INCREASE IN DECREASE IN
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
1011 Clearing,complete as Inch $12.00 $1,214.40
specified Diameter 129 230.20 101.20 $
1021 Grubbing,complete as Inch •
specified Diameter 129 230.20 101.20 $12.00 $1,214.40
•
1100 Removing pavement, Square
complete as specified Yards 6,975 7,087.50 112.50 $2.00 $225.00
1101 Remove underground
scale pit,complete as Lump $2,500.00
specified Sum 1 • 1.00
1102 Remove rails;complete as Linear .
specified Feet 574 75.00 -499.00 $3.00 ($1,497.00)
1103 Remove and haul railroad
ties,complete as specified •
Tons 20 0.00 -20.00 • $30.00 ($600.00)
. 1104 Reset section monument
and re-establish witness
monuments,complete as Lump $1,000.00
specified Sum 1 1.00
1120 Removing concrete and
asphalt sidewalk and
driveway,complete as Square
specified Feet 46,400 48,099.50 1,699.50 $0.50 $849.75
1200 Excavation,complete as Cubic •
specified Yards 9,060 11,245.70 2,185.70 $8.50 $18,578.45
1220 Excavation special
(paving),complete as 972 Op $7.00
specified Tons 972 0.00 ($6,804.00)
1301 7"concrete pavement,5"
CABC and grading, Square
complete as specified Yards 13,145 12,295.80 -849.20 $28.00 ($23,777.60)
1303 7"concrete pavement
- HES, 5"CABC and
grading,complete as Square
specified Yards 640 654.30 14.30 $32.00 $457.60
1311. 8"concrete pavement
. 1=IE-S,6"CABC and
grading,complete as Square • .
specified Yards 865 0.00 -865,00 $32.50 . ($28,112.50)
1313. 8"concrete pavement
HES,6"CABC and
grading,
sppecified complete as Yards 715 1,714.10 999.10 $42.00 $41,962.20-
1315 8"concrete pavement
. doweled,HES,6"CABC
and grading, complete as Square
specified Yards 2,281 2,301.00 20.00 $35.50 $710.00
1340 Crushed aggregate base
course,complete as
specified Tons 3,450 6,293.60 2,843.60 • $4.00 $11,374.40
1350 Pavement ties,complete
as specified Each 125 298.00 173.00 $7.00 $1,211.00
1360 Adjust manholes and
inlets, complete as
specified Each 150 149.00 -1.00 $150.00 ($150.00)
1370A Terrace work on West New
York Avenue,complete as Lump $16,500.00
specified Sum 1 1.00
Page 2of18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
ITEM
•NUMBER DESCRIPTION BID INSTALLED NET INCREASE IN DECREASE IN
® QUANTITY QUANTITIES INCREASE DECREASE UNIT
13706 PRICE CONTRACT CONTRACT
Terrace work on 101h PRICE PRICE
Avenue, complete as Lump
s.ecified Sum
1410 12"radius curb with 6" 1.00 $9,500.00 nilli
CABC and grading, Linear
com.lete as s.ecified Feet 1,070
1440 30"curb and gutter,7"with 1'91.10 21.10
El $6.00 $126.60
5 CABC and grading,
complete as specified Linear
Feet 890 993.90 103.90
I
36"mountable curb and $26.00 $2,701.40
gutter HES,8",with 6"
CABC and grading, Linear
complete as specified Feet 1,000
1460 Sidewalk curb, complete as Linear 986.40 -13.60 •
$12.00 ($163.20)
specified Feet 140
1500 4"concrete sidewalk with 48.00 111111 -92.00 $17.00
3"CABC and grading, Square
($1,564.00)
coplete as s.ecified q
1510 6"concrete Feet 16,110 19,038.20 •2,928.20 .
m 61.1 $3.40 $9,955.88
sidewalk/driveway/ramp
with 3"CABC and grading,
complete as specified Square
Feet 16,180 17,472.60 1,292.60
1520 8"concrete $3.70 $4,782.62
sidewalk/driveway/ramp
with 3"CABC and grading,
complete as specified Square
Feet 2,500 921.20
Ia'concrete -1,578.80 $4.05
sidewalk/driveway/ramp ($6,394.14)
(HES)with 3"CABC and
grading, complete as Square
specified . Feet 2 280
1530 6"concrete step, complete Square ' 2,582.00 302.00 .
•
_�
$4.15 $1,253.30
as s•ecified Feet
1540 Curb ramp detectable 61.50 28.50 MI
warning field(natural/non-
painted), $719.63
complete as Square
•
s•ecified Feet
1550 No.4 reinforcing rods- 420 392.00 28.00_ $24.25 ($679.00)
deformed,epoxy-coated,p xy-coated, Linear
com•lete as s•ecified Feet 3,540
4,400.00 860.00 $0.70 11110 .
1560 Drilled No.4 sidewalk tie $602.00
bars,deformed,epoxy-
coated, complete as •
specified Each 370.00
1600 Furnish and install tree, MEM 227.00
•
com•lete is as ng pavement,
__ ($299.64)
1700 Sawin existin 2.00 $250.00_�
Sawing.existing pavement,
complete as specified Linear
Feet 1,634.50
1710 Sawing concrete pavement -8.50 $1.00 IN
full depth, complete as Linear ($8.50)
s•ecified Feet 695
Mal -
1900 Tack coat, complete as 713.50 18.50
s•ecified Gallons 100
1910 5"asphaltic transition with 7.40 -92.60 $13.50
10"CABC and grading, ($1,250.10)
complete as specified Square
Yards 2,460 2,364.30
-95.70 $28.00
Page 3 of 18 ($2,679.60)
CONTRACT:.13-04 CHANGE ORDER#1 FINAL
INCREASE IN DECREASE IN
ITEM BID INSTALLED NET NET UNIT CONTRACT CONTRACT
DESCRIPTION UN17 QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
NUMBER
1911 4"asphaltic transition with
10"CABC and grading,
complete as specified Square
Yards 330 310.20 -19.80 $32.00 ($633.60)
1915 5"asphaltic surface,with 6" Square $29.00 $5,953.70
CABC and grading Yards 1,075 1,280.30 205.30
1916 4"asphaltic surface with 6" .
CABC and grading, Square .
33.00 $350790
complete as specified Yards 505 611.30 106.30 $33.00 $3,507.90
SECTION I-(BID ITEMS 1011-1916)-SUB-TOTALS $107,432.61 ($74,612.88)
ADDITIONAL WORK REQUIRED: C.O.#1 -SECTION I .
•
INCREASE IN DECREASE IN
ITEM BID 'INSTALLED NET . NET UNIT CONTRACT CONTRACT
NUMBER
DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE •
10000 Furnish and install 6"HES .
concrete sidewalk and
driveway on W. New York
Ave.and on W. 10th Ave.
(difference in bid price for
•
6"concrete sidewalk and
driveway),complete as Square $0.35 $1,100.37
specified Feet 0.00 3,143.90 3,143.90
10001 Install additional concrete
to provide a 12"thickened
section along the street
side edge of 8"concrete
driveway aprons on E. 10th
Ave,complete as specified Linear 8.80 $2 730.64 •
Feet 0.00 310.30 310.30 $
10002 Remove and replace 21
linear feet of severly tipped •
18"retaining wall adjacent
to new sidewalk work at
1207 High Ave. (W. New
York Ave.side)(cost to be
assessed back to property
owner),complete as Lump $880.00 $880.00
specified Sum 0.00 1.00 1.00 $
10003 Re-set110 Linear Feet of
•
landscape block adjacent
to excavation below sub-
grade work in front of Alro
Steel,43 E. 10th Ave., Lump $2,540.00 $2,540.00
complete as specified Sum 0.00 1.00 1.00 $
10004 Profile saw cut curb at
1415 W.New York Ave., Lump $425.00 $425.00
complete as specified Sum 0.00 1.00 1.00
10005 Provide terrace restoration
work beyond project limits
for Wisconsin Public
Service new gas main work
on W.New York Ave.and
on W. 10th Ave.(WPS to
be invoiced full amount),
complete as specified Lump
Sum 0.00 1.00 1.00 $1,162.92 $1,162.92
Page 4 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
ITEM
NUMBER DESCRIPTION BID INSTALLED NET NET INCREASE IN DECREASE IN
QUANTITY QUANTITIES INCREASE DECREASE PRICE
CONTRACT CONTRACT
10006 Apply joint sealer between PRICE PRICE
new sidewalk and building
at the southeast corner of
W. 10th Avenue and
Oregon Street,complete Lump
as specified Sum 0.00
10007 Furnish and install steel 1.00 1.00 $400.00
$400.00
plates on shallow
manholes and inlets,
complete as specified 0.00
10008 Penalty for Trucks off the • 2.00 2.00 $604.30 $1,208.60
designated truck route on-
Jul 17, 2013, .er SP-4 0.00
10009 Additional cost for -2.00 2.00 $200.00
($400.00)
removing underground,
scale pit beyond plan limits
at Sadoff Iron&Metal
Company 36 E. 10th Lump
Avenue
Sum 0.00 1.00 1.00
$1,250.00 $1,250.00
ADDITIONAL WORK: C.O.#1-(ITEMS 10001-10009)-SUB-TOTAL
$11,697.53 ($400.00)
NET INCREASE TO: SECTION I $44,117.26
SECTION II-STORM SEWER ,
ITEM
®
NUMBER DESCRIPTION BID INSTALLED NET NET INCREASE IN DECREASE IN
QUANTITY QUANTITIES INCREASE DECREASE PRICE
CONTRACT CONTRACT
PRICE PRICE
•
2006 Clear trees,complete as Lump
specified • Sum 1 1.00
2008 Clear shrubs,complete as Lump $500.00
specified Sum 1 1.00
•
2014 Storm sewer utility line $500.00
opening, complete as
specified .
2034 Furnish and install 10" 4.00 1.00 $300.00 ($300.00)
.
storm sewer,complete as Linear
specified Feet 305 305.50 0.50
2036 Furnish and install 12" $43.00 $21.50
storm sewer,complete as Linear
specified Feet 1,214.60 89.60
2038 Furnish and install 12" $44.00 $3,942.40
RCP Class III storm sewer,
complete as specified Linear
Feet 60 62.20 2.20
2042 Furnish and install 15" $50.00 $110.00 El
storm sewer, complete as Linear
specified Feet 140 208.60 68.60
2048 Furnish and install 18" $51.00 $3,498.60
storm sewer,complete as Linear
specified Feet 756.00
2054 Furnish and install 21" 41.00 $52.00 $2,132.00
storm sewer,complete as Linear
specified Feet 190 166.80
2060 Furnish and install 24" 23.20 $55.00 ($1,276.00)
storm sewer,complete as Linear
specified Feet 630 659.10 29.10
$56.00 $1,629.60
Page 5 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
INCREASE IN DECREASE IN
ITEM BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
2078 Furnish and install 36"
storm sewer,complete as Linear
Feet 15 0.00 -15.00 $90.00 ($1,350.00)
2108 Furnish and install 66"
storm sewer,complete as Linear
specified Feet 1,420 1,427.30 7.30 . $176.00 $1,284.80
2128 Furnish and install 24"x
38"HERCP Class III storm
sewer,complete as Linear
Feet 800 763.60 -36.40 $78.00 ($2,839.20)
2186 Furnish and install 4'x 8'
box culvert storm sewer, Linear -15.60 $341.00 ($5,319.60)
complete as specified Feet 750 734.40
2234 Furnish and install 4'.x 8'
box culvert storm sewer
with manhole or inlet riser, •
complete as specified Linear - $341.00
Feet 32 32.00
2280 Furnish and install 6"storm
lateral, complete as Linear ,
specified
Feet 1,170 1,197.20 27.20 $30.00 $816.00
2282 Furnish and install 8"storm
lateral,complete as Linear.
specified
Feet 35 89.50 54.50 $42.00 $2,289.00
2284 Furnish and install storm
sewer marker balls, g 00 $20.00 ($180.00)
complete as specified Each 107 98.00
•
2286 Furnish and install clay
dams,complete as 7 00 $30.00 ($210.00)
specified Each 54 47.00
2288 Furnish and install lateral
inlet, complete as specified
Each 38 32.00 -6.00 $350.00 ($2,100.00)
2374 Furnish and install 4'x 8'
box culvert end section
with joint ties, complete as $4,000.00
specified Each 1 1.00
2532 Furnish and install
standard storm manhole(4'
diameter),complete as Vertical $285.00 $1,273.95
specified Feet 80 84.47 4.47 $
2534 Furnish and install
standard storm manhole(5'
diameter),complete as Vertical
specified Feet 28 22.88 -5.12 $350.00 ($1,792.00)
2552 Furnish and install
standard storm manhole(8'
x 8'box),complete as Vertical
specified Feet 104 113.00 9.00 $750.00 $6,750.00
2580 Furnish and install storm
junction chamber, $12,000.00
complete as specified Each 1 1.00
2584 Furnish and install
standard storm manhole
riser(4'diameter), Vertical
complete as specified Feet 6 2.94
-3.06 $250.00 ($765.00)
2596A Furnish and install storm
manhole N-46,complete $5,000.00
as specified Each 1 1.00
Page 6 of 18
CONTRACT:13-04 CHANGE ORDER#1 FINAL .
•ITEM BID INSTALLED NET NET INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT UNIT
QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT CONTRACT
2596B Furnish and install storm PRICE PRICE
manhole N-48,complete
as specified Each 1 1.00
2612 Furnish and install Type 1 $5,000.00
inlet,complete as specified _
Each 7 8.00 1.00 $1,450.00 $1,450.00
2614 Furnish and install Type 3
inlet(with 18"sump), -
complete as specified Each 50 49.00 -1.00
2616 Furnish and install Type 3 $1,400.00 ($1,400.00)
inlet,complete as specified
Each 19 18.00 -1.00 $1,350.00
2800 Connect to existing storm ($1,350.00)
sewer, complete as
specified Each 8 4.00 -4.00 •2802 Connectto existing storm $300.00 ($1,200.00)
lateral, complete as
specified Each 4 6.00 2.00
2806 Connect to existing $100.00 $200.00
manhole,complete as
specified Each 1 4.00 3.00.
2808 Connect to existing inlet, $500.00 $1,500.00
complete as specified Each 1 1.00
2820 Abandon 8"-12"storm $500.00
sewer,complete as . Linear
•
specified Feet 260 260.00
2822 Abandon 15"and larger $4.00
storm sewer,complete as Linear
specified Feet 1,555 1,555.00 •2824 Remove 30"and smaller . $13.00
storm sewer, complete as Linear •
specified Feet 970 970.00
2826 Remove 33"-60"storm $15.00
•
sewer,complete as Linear
specified Feet 125 125.00
2830 Abandon storm manholes $35.00
and inlets, complete as
specified Each 19 19.00 •2832 Remove storm manholes $350.00
•
and inlets, complete as -
specified Each 23 23.00
2858 Furnish, install, maintain $350.00
and remove Type D
modified inlet protection,
complete as specified Each 130 121.00 -9.00 .
2860 Sediment removal-Type $82.00 ($738.00)
D modified inlet protection,
complete as specified •
Each 130 7.00 -123.00 $3.00
2862 Furnish,install, maintain ($369.00)
. and remove stone tracking
pad, complete as specified
Each 1 0.00 -1.00 $0.01
2866 Furnish, install,maintain ($0.01)
and remove stone bag,
complete as specified Each 50 0.00 -50.00
2868 Furnish, install,maintain $10.00 ($500.00)
and remove 12"diameter
. sediment logs,complete as Linear
specified Feet 60 65.00 5.00
$10.00 $50.00
Page 7 of 18
•
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
INCREASE IN DECREASE IN
ITEM BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER DESCRIPTION UNIT QUANTITY QUANTITIES fNCREASE DECREASE PRICE PRICE PRICE
' 2876 Furnish,install,maintain
and remove turbidity
barrier,complete as $3,500.00
specified Each 1 1.00 . •
2930 Furnish and install Class I,
Type A erosion control
mat,complete as specified Square $5.00
Yards 109 109.00
2948 Furnish and install heavy
rip-rap with filter fabric, Square
complete as specified Yards 15 73.30 58.30 $100.00 $5,830.00•
2960 Rock excavation,complete Cubic -50.00 $0.01 ($0.50)
as specified Yards 50 0.00
2990 Excavation special(storm),
complete as specified
Tons 200 0.00 -200.00 $12.00 ($2,400.00)
2992 Bentonite slurry dam
(storm), complete as $600.00
specified Each 5 5.00
2994 Over-excavation(storm), Cubic
complete as specified Yards 100 77.00
-23.00 $12.00 ($276.00)
SECTION II-(BID ITEMS 2006-2994)-SUB-TOTALS $32,777.85 ($24,365.31)
ADDITIONAL WORK REQUIRED: C.O.#1 - SECTION II
INCREASE IN DECREASE IN
ITEM BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
2066 Furnish and install 27."
storm sewer,complete as Linear -
inear 60.00 $750.00
specified Feet 0 12.50 12.50 $
2072 Furnish and install 30"
storm sewer,compelte as Linear 5.00 5.00 $65.00 $325.00
specified Feet 0
20000 Additional equipment,
labor, &materials to cap
abondoned storm lateral
tapped into the sanitary .
sewer&cut down 30"
invert in manhole 10-24 for
work performed on 7/15, Lump $2,485.00 $2,485.00
complete as specified Sum 0 1.00 1.00 $
20001 Additional equipment,
labor, and materials to cut
down 12"invert in manhole
• 10-20 and move gas main
conflict on 7/17,complete Lump
as specified
Sum 0 1.00 1.00 $1,725.00 $1,725.00
20002 Additonal crew time to
remove unmarked
abandoned gas main in
Main St. and install inlet for
work performed on 7/18,
complete as specified •
Hours 0 0.50 0.50 $1,150.00 $575.00
Page 8 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
ITEM UNIT BID INSTALLED NET NET INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT
QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT CONTRACT
20003 Additional equipment, PRICE PRICE
labor, &materials to locate
existing gas main at outfall
•
on New York Avenue,relay
pipe on new alignment,
and remove rocks and
piles on new alignment,for
work performed on 6/24
through 6/26, complete as
sepcified Lump
Sum 0 1.00 1.00 $18
20004 Additional equipment, ,116.00 $18,116.00
•
labor, &materials to tight
sheet existing storm
outfalls for Street
Department Televising at
Osceola, Michigan,and
Knapp, complete as Lump
specified Sum 0 1.00 1.00
20005 Additional, equipment, $28,405.00 $28,405.00
labor,&materials to reset
inlet N-89 and relay pipe,
which had incorrect
elevation on plans,for work
performed on 7/9, Lump
complete as specified Sum 0 1.00 1.00
20006 •Additional equipment, $2,875.00 $2,875.00
•
labor,&materials to repair
storm sewer that was
bored through by WPS in
front of 2316 Jefferson
Street,complete as Lump
. specified Sum 0 1.00 1.00 $
$260.00 $2fi0.00
20007 Down Crew time to wait for
WPS to remove existing
gas main.that was in
conflict with proposed
storm sewer on 8/21,
• complete as specified Hours 0
20008 Additional equipment, 2.00 2.00 $1,150.00 $2,300.00
labor, &materials to
• excavate for MH 10-36.
Existing storm sewer was
•
not located were staked,
•
filled in hole on 9/53, . Lump
•
complete as specified Sum 0 1.00 1.00
$2,670.00 $2,670.00
Page 9 of 18
CONTRACT:13-04 CHANGE ORDER#1 FINAL
INCREASE IN DECREASE IN
ITEM BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
20009 Additional equipment,
labor,&materials reset MH
10-36, remove concrete
around encased existing •
storm sewer in vacated
Indiana,plug hole in inlet
10-77,and core new hole
into inlet 10-78 for new
. alignment,for work
performed on 914; Lump 3,000.00 $3,D00.00
complete as specified Sum 0 1.00 1.00 $
20010 Additional labor and
materials to pour concrete
walls in new inlets 10-75
through 10-80 to support
special casting,complete Lump
as specified Sum 0 1.00 1.00 $480.00 $480.00 •
20011 Additional equipment,
labor, &materials to cap
storm lateral for 1446 New • .
York with small crew per •
City's request, complete as Lump $1,000.00 $1,000.00
specified Sum • 0 1.00 1.00 $
i
20012 Additional equipment,
labor, &materials to modify
inlet N-68 for new pipe run
existing ditch not shown
. on plans, complete as Lump
specified Sum 0 1.00 1.00 $1,150.00 $1,150.00
20013 Additional equipment,
labor, &materials to reset •
inlet 10-73 which was
incorrecty staked,complete Lump
as specifed Sum 0 1.00 1.00 $2,485.00 $2,485100
20014 Furnish&install 12"
endwall,complete as $475.00 $475.00
specified Each 0 1.00 1.00 $
20015 Penalty for Trucks off the •
designated truck route on
June 12(2),June 13,& 4.00 $200.00 • ($800.00)
July 22,2013,per SP-4 Each 0 -4.00
20016 Penalties for failure to
deliver televising report
prior to paving,per Section
2700.3.3 of the 2013 Linear
Standard Specifications Feet 0 -1,895.50 -1,895.50 $2.00 ($3,791.00)
WORK:C.O.#1 -(ITEMS 2066-20016)-SUB-TOTAL $69,076.00 ($4,591.00)
NET INCREASE TO: SECTION II $72,897.54
SECTION III-SANITARY SEWER
INCREASE IN DECREASE IN
ITEM BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
3000 Furnish and install 8"
sanitary sewer relay, Linear
complete as specified Feet 1,770 1,807.30 37.30 $75.00 $2,797.50
Page 10 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT CONTRACT
3002 Furnish and install 10" PRICE PRICE
sanitary sewer relay, Linear
complete as specified Feet 2,180 2,185.70 5.70 $70.00 $399.00
3004 Furnish and install 12"
sanitary sewer relay, Linear
complete as specified Feet 450 466.70 16.70 $85.00 $1,419.50
3020 Furnish and install 48"
sanitary sewer relay, _ Linear
•
complete as specified. Feet 10 10.00 $500.00
3060 Furnish and install 8"
•
sanitary sewer drop, Vertical.
complete as specified Feet 5 4.15 -0.85 $400.00 ($340.00)
3062 Furnish and install 10"
•
sanitary sewer drop, Vertical
complete as specified Feet 16 16.44 0.44 $420.00 $184.80
3064 Furnish and install 12"
sanitary sewer drop, Vertical
•
complete as specified Feet 17 16.71 -0.29 $440.00 ($127.60)
3100 Furnish and install
standard sanitary manhole
(4'diameter), complete as Vertical
specified Feet 245 270.86 25.86 $210.00 $5,430.60
3102 Furnish and install
standard sanitary manhole
(5'diameter),complete as Vertical
specified Feet 15 14.08 -0.92 $350.00
3104 Furnish and install ($322.00)
standard sanitary manhole
(6'diameter),complete as Vertical
specified Feet 13 12.58 -0.42 $500.00 ($210.00)
3114 Furnish and install external
manhole chimney seal,
•
complete as specified
Each 23 29.00 6.00 $450.00 $2,700.00 •
3116 Furnish and install external
manhole chimney seal __
extension, complete as
specified Each 3 3.00 $450.00
3118 Furnish and install internal
manhole chimney seal,
complete as specified
Each • 3 0.00 -3.00 $300.00 ($900.00)
3122 Reconstruct sanitary sewer .
manhole(4'diameter),
complete as specified Vertical
Feet 7 10.00 3.00 $150.00 $450.00
3210 Furnish and install 8"x 6"
•
factory wyes or tees,
complete as specified Each 19 15.00 -4.00 $100.00 ($400.00)
3212 Furnish and install 10"x 6"
factory wyes or tees,
complete as specified Each 35 36.00 1.00 $160.00 $160.00
3214 Furnish and install 12"x 6"
factory wyes or tees,
complete as specified Each 3 3.00 $220.00
3230 Furnish and install 4"
sanitary laterals new, Linear
complete as specified Feet 60 59.50 -0.50 $60.00 ($30.00)
3234 Furnish and install 4"/6"
•
sanitary lateral relay,. Linear
complete as specified Feet _ 1,650 1,445.20 -204.80 $60.00 ($12,288.00)
Page 11 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
INCREASE IN DECREASE IN
ITEM UNIT BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER DESCRIPTION QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
3235 Furnish and install 476"
sanitary riser relay, Linear -47.30 $60.00 ($2,838.00)
complete as specified Feet 130 82.70
3236 Furnish and install sanitary
lateral marker balls,
complete as specified
Each 114 105.00 -9.00 $20.00 ($180.00)
3238 Furnish and install clay
dams,complete as -6.00 $88.00 ($528.00)
• specified Each 57 51.00
3300 Furnish and install
connections to existing 8"
mains,complete as $500.00 $1,000.00
specified Each 5 7.00 2.00
3302 Furnish and install
connections to existing 10" •
mains,complete as 3.00 1.00 $525.00 $525.00
specified Each 2
3304 Furnish and install
connections to existing 12"
mains,complete as 2 00 $550.00
specified Each 2 .
3308 Furnish and install
connections to existing 18"
•
mains,complete as .
1.00 $700.00
specified Each 1
3310 Furnish and install
connections to existing 21"
mains,complete as
-1.00 $1,400.00 ($1,400.00)
specified Each 2 1.00
3320 Furnish and install
connections to existing 48"
mains,complete as 2 00 $5,000.00
specified Each 2
3330 Furnish and install •
concrete collars,complete
as specified Each 1 2.00 1.00 $1,000.00 $1,000.00
3332 Core into existing manhole,
complete as specified
Each 4 2.00 -2.00 $800.00 ($1,600.00)
3402 Furnish and install 8"open
cut casing pipes,complete Linear -51.00 $80.00 ($4,080.00)
as specified Feet 160 109.00
3404 Furnish and install 10"
open cut casing pipes, Linear $80.00 $1,040.00
complete as specified Feet 20 33.00 13.00
3406 Furnish and install 12"
open cut casing pipes, Linear
complete as specified
Feet 20 20.00 $100.00 •
3408 Furnish and install 16"
open cut casing pipes, Linear
complete as specified
Feet 20 20.00 $120.00
3600 Rock excavation, complete Cubic -50.00 $0.01 ($0.50)
as specified Yards 50 0.00
3700 Televise sanitary sewer, Linear $1 30 $64.61
complete as specified Feet 4,410 4,459.70 49.70
3800 Abandon sanitary
manholes,complete as 4 00 $400.00
specified Each 4 -
Page 12 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
•
ITEM
NUMBER DESCRIPTION UNIT BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT CONTRACT
3801 Abandon 6"sanitary sewer, PRICE PRICE
complete as specified Linear
Feet 30 30.00
3802 Abandon 8"sanitary sewer, $3.00
complete as specified Linear
Feet 1,250 750.00
3806 Abandon 12"sanitary -500.00 $3.00. ($1,500.00)
sewer,complete as Linear
specified Feet 330 275.00
3810 Abandon 18"sanitary -55.00 $12.00 ($660.00)
• sewer,complete as Linear
specified Feet 640 580.00
3852 Remove sanitary sewer -60.00 $15.00 ($900.00) •
manhole,complete as
specified Each 4 3.00
3900 Remove sanitary sewer; Linear -1.00 $500.00 ($500.00)
complete as specified Feet 480
3902 Sanitary sewer utility line 500.00 20.00 $15.00 $300.00
opening,complete as
specified Each 5 9.00
3990 Excavation special 4.00 $300.00 $1,200.00
(sanitary), complete as
specified Tons 200 0.00
3992 Bentonite slurry dam -200.00 $12.00 ($2,400.00)
(sanitary), complete as
specified Each 5- 5.00
3994 Over-excavation(sanitary), Cubic $600.00
complete as specified • Yards 100
0.00 -100.00
$12.00 • ($1,200.00)
SECTION III-(BID ITEMS 3000-3994)-SUB-TOTALS
$18,671.01 ($32,404.10)
ADDITIONAL WORK REQUIRED: C.O.#1 -SECTION III
ITEM I •
I RICE
QUANTITY BID INSTALLED NET NET
UNIT
DESCRIPTION INCREASE 7N DECREASE IN
NUMBER i UNIT I QUANTITIES INCREASE DECREASE P I I CONTRACT CONTRACT
PRICE I PRICE
30000 Additional equipment,
labor, &materials to
remove concrete around
encased pipe at CO-18, Lump
complete as specified Sum 0.00 • 1.00
30001 Additional crew time and 1.00 $1,725.00 $1,725.00
materials to excavate for
new MH at Goss Ct when it
was discovered that •
• existing lateral was 8"not Lump
6", complete as specified Sum 0.00 1.00
30002 Additional small crew time 1.00 $5,670.00 $5,670.00
to excavate and abandon
•
lateral for 1009 Main
•
Street,once lots were
combined,complete as
specified Hours 0.00 1.50 1.50
$1,000.00 $1,500.00
•
Page 13 of 18
CONTRACT:13-04 CHANGE ORDER#1 FINAL
•
ITEM BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT CONTRACT CONTRACT
QUANTITY QUANTITIES INCREASE DECREASE PRICE
PRICE PRICE
30003 Additional small crew time
•
to excavate and abandon
lateral and pipe for 929
Main Street,once City
relocated lateral location,
complete as specified Hours 0.00 1.00 1.00 $1,000.00 $1,000.00
30004 Additional crew time and
materials to excavate for
new MH for United
Methodist Church,when it
was discovered that
existing lateral was 8"not Lump
6",complete as specified Sum 0.00 1.00 1.00 $7,970.00 $7,970.00. •
30005 Additional equipment, •
•
•
labor, &materials to
excavate sanitary sewer to
verify is railroad ditches on
Broad street are connected
to existing sanitary sewer,
complete as specified Lump •
Sum 0.00 1.00 1.00 $9,019.70 $9,019.70
30006 Additional equipment,
labor, &materials to install
new lateral at relocated
located for 929 Main
Street. Main line needed
to be cut and have new
wye installed with hard
couplings, for work
performed on 8/28, Lump
complete as specified Sum 0.00 1.00 1.00 $1,725.00 $1,725.00
30007 Penalties for failure to
deliver televising report
•
prior to paving,per Section
3700.5.3.3 of the 2013 Linear
Standard Specifications Feet 0.00 804.00 804100 • $2.00 $1,608.00
• ADDITIONAL WORK: C.O.#1 -(ITEMS 30000-30007)-SUB-TOTAL • $30,217.70 $0.00
NET INCREASE TO: SECTION III $16,484.61
SECTION IV-WATER MAIN •
•
•
ITEM BID INSTALLED NET NET • UNIT INCREASE IN DECREASE IN
DESCRIPTION UNIT CONTRACT CONTRACT
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
• 4000 Furnish and install 4"
ductile iron water main with
polywrap relay,complete Linear
as specified Feet 35 35.00 $68.00
4002 Furnish and install 6"
ductile iron water main with
polywrap relay,complete Linear
as specified Feet 375 388.00 13.00 $62.00 $806.00
4004 Furnish and install 8"
ductile iron water main with
polywrap relay, complete Linear
as specified Feet _ 4,025 4,104.00 79.00 $67.00 $5,293.00
Page 14 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
•
ITEM BID INSTALLED NET NET UNIT INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT CONTRACT ,
PRICE PRICE
4006 Furnish and install 10"
ductile iron water main with
polywrap relay,complete Linear
as specified Feet 225 240.50 15.50 $76.00 $1,178.00
4008 Furnish and install 12"
ductile iron water main with
polywrap relay, complete Linear
as specified Feet 250 244.50 -5.50 $81.00 ($445.50)
4036 Furnish and install 1"water
service relay,complete as Linear
specified Feet 1,305 1,220.50 -84.50 $55.00 ($4,647.50)
4037 Furnish and install 1'/:'
water service relay, Linear
complete as specified Feet 40 32.00 -8.00 $56.00 ($448.00)
4040 Furnish and install 2"water •
service relay, complete as Linear •
specified • Feet 40 63.00 23.00 $63.00 $1,449.00
4042 Furnish and install 1"water
•
service new,complete as Linear
specified Feet 60 69.00 9.00 $55.00 $495.00
4048 Furnish and install 1" .
corporation and stop box,
complete as specified Each 49 42.00 -7.00 $265.00 ($1,855.00)
4050 Furnish and install 1-1/4"
corporation and stop box,
complete as specified Each 2 . 2.00 $500.00 •
4053 Furnish and install 2"
corporation and stop box,
complete as specified Each 1 2.00 1.00 $850.00 $850.00
4055 Furnish and install water
service clay dams,
complete as specified Each 52 . 46.00 . -6.00 $30.00 ($180.00)
4056 Furnish and install .
connections to existing 4"
water main, complete as
specified Each 1 1.00 $550.00
4058 Furnish and install . •
connections to existing 6"
water main,complete as
specified Each 8 11.00 3.00 $600.00 $1,800.00
4060 Furnish and install
connections to existing 8"
water main,complete as •
specified Each 2 2.00 $650.00
4062 Furnish and install
connections to existing 10"
water main,complete_as
specified • Each 5 6.00 1.00 $1,000.00 $1,000.00
•
4064 Furnish and install
connections to existing 12"
water main, complete as
specified Each 3 2.00 -1.00 $1,100.00 ($1,100.00)
4110 Furnish and install 8"x 6"
tee,complete as specified Each 12 12.00 $380.00
4111 Furnish and install 8"x 8"
tee,complete as specified
Each 6 6.00 $500.00
4118 Furnish and install 10"x 4"
tee, complete as specified
• Each 1 1.00 $575.00
Page 15 of 18
CONTRACT:13-04 CHANGE ORDER#1 FINAL
INCREASE IN DECREASE IN
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
4128 Furnish and install 12"x 6"
tee, complete as specified
Each 1 2.00 1.00 $625.00 $625.00
4190 Furnish and install 8"x 10"
cross,complete as
specified Each 2 2.00 $700.00
4191 Furnish and install 8"x 12"
cross, complete as
specified Each 2 2.00 $775.00 •
4219 Furnish and install 8"11Y..
bend, complete as .
specified Each 2 2.00 $275.00
4228 Furnish and install 8"22%°
bend,complete as
specified Each 4 6.00 2.00 $285.00 $570.00
4235 Furnish and install 4"45° •
bend,complete as •
specified Each 2 2.00 $180.00 .
4236 Furnish and install 6"45° .
bend,complete as •
specified . Each 18 35.00 17.00 $230.00 $3,910.00
4237 Furnish and install 8"45° •
bend,complete as
specified • Each 12 . 11.00 -1.00 _ $300.00 ($300.00)
4238 Furnish and install 10"45°
bend,complete as
specified Each 10 • 14.00 4.00 $380.00 $1,520.00
423.9 Furnish and install 12"45°
bend,complete as
specified Each 10 10.00 $550.00
4255 Furnish and install 8"cap, .
complete as specified
Each 1 1.00 $175.00
4264 Furnish and install 8"x 6" .
reducer, complete as
specified Each 7 8.00 1.00 $255.00 $255.00
4271 Furnish and install 12"x •
10"reducer, complete as
- specified Each 1 1.00 $420.00
4356 Cut and cap existing 10" .
water main, complete as
specified Each 2 2.00 $300.00
4400 Furnish and install 4"gate
valve, complete as
specified Each 1 1.00 $925.00
4401 Furnish and install 6"gate . -
valve,complete as •
specified Each 13 15.00 '2.00 • $1,100.00 • $2,200.00 .
4402 Furnish and install 8"gate
valve,complete as
specified Each 25 26.00 1.00 $1,400.00 $1,400.00
4403 Furnish and install 10"gate
valve,complete as _
. specified Each 4 4.00 $2,100.00
4404 Furnish and install 12"gate
valve, complete as
specified Each 4 5.00 1.00 $2,400.00 $2,400.00
4419 Furnish and install 6"x 6"
tapping valve and sleeve,
complete as specified
Each 1 1.00 $2,300.00
Page 16 of 18
CONTRACT: 13-04 CHANGE ORDER#1 FINAL
ITEM UNIT BID INSTALLED NET NET INCREASE IN DECREASE IN
NUMBER DESCRIPTION UNIT
QUANTITY QUANTITIES INCREASE DECREASE PRICE CONTRACT CONTRACT
4500 Furnish and install hydrant, PRICE PRICE
complete as specified
Each 11 12.00 1.00
4502 Furnish and install $3,200.00 $3,200.00
gradelok for hydrant
branches,complete as
specified Each 11 0.00
.4712 Furnish and install 2"steel -11.00 $0.01 ($0.11)
casing pipe, complete as Linear
specified Feet 140 100.00
4724 Furnish and install 16" -40.00 $40.00 ($1,600.00)
steel casing pipe, complete Linear •
as specified Feet 40 38.00
4728 Furnish and install 20" -2.00 $120.00 ($240.00)
steel casing pipe, complete Linear
as specified Feet 40 34.00
4900 Abandon water main on -6.00 $120.00 ($720.00)
West New York Avenue, Lump
•
complete as specified Sum 1 1.00
4902 Abandon water main on $2,500.00
East and West 10th
Avenue, complete as Lump
•
specified Sum 1 1.00
4920 Remove water main, Linear $2,500.00
complete as specified Feet . 950 700.00
4950 Water main utility line -250.00 $15.00 ($3,750.00)
opening, complete as
specified Each 2 2.00
4990 Excavation special(water), $300.00
complete as specified
Tons 200 0.00 -200.00 $12.00
4992 Bentonite slurry dam ($2,400.00)
(water),complete as
specified Each 5 1.00 -4.00
4994 Over-excavation (water), Cubic $600.00 ($2,400.00)-
complete as specified Yards 100 40.00
-60.00 $12.00
($720.00)
SECTION IV-(BID ITEMS 4000-4994)-SUB-TOTALS
$28,951.00 ($20,806.11)
ADDITIONAL WORK REQUIRED: C.O.#1 -SECTION IV
ITEM I UNIT BID ( INSTALLED NET NET INCREASE IN DECREASE IN
NUMBER I DESCRIPTION UNIT
I QUANTITY QUANTITIES I INCREASE DECREASE PRICE CONTRACT CONTRACT
1 I PRICE PRICE
I I
40000 Additional equipment,
labor, &materials to
removed abandoned gas
main that was in conflict
with tapping valve and
sleeve in the intersection of
W. 10th Avenue and
Oregon Street,for work
performed on 6/26, Lump
complete as specified Sum 0.00 1.00
1.00 $1,150.00 $1,150.00
Page 17 of 18
CONTRACT:13-04 CHANGE ORDER#1 FINAL
• INCREASE IN DECREASE IN
ITEM DESCRIPTION UNIT BID INSTALLED NET NET UNIT CONTRACT CONTRACT
NUMBER QUANTITY QUANTITIES INCREASE DECREASE PRICE PRICE PRICE
40001 Additional equipment,
labor,&materials to
remove existing concrete
vault and fill with CABC on
East 10th Avenue,for work
performed on 7/24, Lump •
complete as specified Sum 0.00 1.00 1.00 $2,095.00 $2,095.00
40002 Additional equipment,
labor,&materials to install
new service at relocated
location for 929 Main •
Street. Old Service
needed to be abandoned
and new service needed
with additional bends,for •
work performed on 8/28, Lump
complete as specified Sum 0.00 1.00 1.00 $1,725.00 $1,725.00
•
ADDITIONAL WORK: C.O.#1 (ITEMS 40000-40002)-SUB-TOTAL $4,970.00 . $0.00
NET INCREASE TO: SECTION IV $13,114.89
NET INCREASE TO SECTIONS I, II, III,IV $303,793.70
.NET DECREASE TO SECTIONS I, II, Ill,IV ($157,179.40)
NET INCREASE TO CONTRACT: $146,614.30
•
•
•
Page 18 of 18