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It is expected that a Quorum of the Personnel Committee, Administration Committee, and Common Council will be attending this meeting: (Although it is not expected that any official action of any of those bodies will be taken)
CITY OF MENASHA
Board of Public Works Third Floor Council Chambers, 140 Main Street, Menasha, WI
March 5, 2007
6:45 PM
AGENDA
Back Print
I. CALL TO ORDER
A. -
II. ROLL CALL/EXCUSED ABSENCES
A. -
III. MINUTES TO APPROVE-MINUTES & COMMUNICATIONS TO RECEIVE
Minutes to approve:
A. February 19, 2007
Attachments
IV. DISCUSSION
A. Change Order - Carl Bowers & Sons Construction Co., Province Terrace; Contract Unit No. TIF 9 2006-07; ADD: $58,700.00 (Change Order No. 1)
Attachments
B. Change Order - CD Smith Construction, Inc. Water Treatment Plant Modifications; Contract Unit No. M002-940266.02; ADD: $33,056.00 (Change Order No. 5)
Attachments
C. Payment - Carl Bowers & Sons Construction Co., Inc.; Province Terrace; Contract Unit No. TIF 9 2006-07; $136,937.75 (Payment No. 2)
Attachments
D. Payment - Dorner, Inc.; Nature's Way; Contract Unit No. 2006-08; $5,574.21 (Payment No. 4)
Attachments
E. Payment - Vinton Construction Co.; River Street Relocation Roadway Construction; Contract Unit No. 2006-06; $16,820.16 (Payment No. 6)
Attachments
F. Menasha Utilities - Recommendation to Award Water Plant Bids
Attachments
G. Street Use Application - Memorial Day Parade; Monday, May 28, 2007; 8:00 AM to 10:30 AM; American Legion 33
Attachments
H. Change Order - Vinton Construction Co.; River Street Relocation Roadway Construction; Contract Unit No. 2006-06; Add: $13,117.20 (Change Order No. 3)
Attachments
V. ADJOURNMENT
A. -
“Menasha is committed to its diverse population. Our Non-English speaking population or others with disabilities are invited to
contact the Menasha City Clerk at 967-5117 24 hours in advance of the meeting for the City to arrange special accommodations.”
CHANGE ORDER
DATE: March 1, 2007 CHANGE ORDER NO: One (1)
CONTRACTOR: Carl Bowers & Sons Construction Co., Inc.
CONTRACT NO.: TIF 9 2006-07
PROJECT: Province Terrace
You are directed to make the changes noted below in the subject contract unit number.
27,000 CY Place & Compact Fill @ $2.10 p/cy $ 56,700.00
10 Hours Backhoe w/Tree Grinder @ $200.00 p/hr $ 2,000.00
$ 58,700.00
The changes result in the following adjustments:
CONTRACT - TOTAL TIME
Prior to this Change Order $ 554,219.55 _______ Days
Adjustments per this Change Order $ 58,700.00 _______ Days
Current Contract Status $ 612,919.55 _______ Days
Directed/Authorized Accepted City of Menasha Dept. of Public Works __________________________________
BY: ________________________________ BY: _______________________________
DATE: ____________________________ DATE: _____________________________
CONTRACT/FORMS/CHANGE
CHANGE ORDER
DATE: February 7, 2007 CHANGE ORDER NO: __5__
CONTRACTOR: CD Smith Construction, Inc
CONTRACT NO.: M002-940266.02
PROJECT: Water Treatment Plant Modifications
You are directed to make the changes noted below in the subject contract unit number.
5.1 Add Concrete Baffle Walls to Improve Circulation & Baffling in CT Basin ADD $7,553.00
5.2 Add One Chemical Injection Port for Chlorine Injection ADD $2,359.00
5.4 Add One Fixed Camera to Allow Better Observation of Aerator Sprinkler Opr. ADD $2,361.00
5.5 Replace Existing Monorail Hoist for Efficient Handling of Powdered Carbon ADD $13,766.00
5.6 Modify Structural Steel Beam in Room #010 to Accommodate 30-inch Filter
Inlet Water Piping ADD $1,854.00
5.7 Add 30-inch Blind Flange to Existing Piping System ADD $580.00
5.8 Add Additional Mega-Flanges to Adapt to Existing Piping ADD $862.00
5.9 Relocate ¾ inch Vent on Existing Backwash Line ADD $269.00
5.10 Re-route Existing 6-inch Sludge Piping Beneath New Loading Dock ADD $3,234.00
5.11 Add Additional Reinforcing Steel at Trench Drain Above Intermediate Wet Well ADD $218.00
TOTAL $33,056.00
The Menasha Common Council approved the CD Smith contract
Change Order authorizes changes
Approved by MU Commission, February 28, 2007
Council Approval
The changes result in the following adjustments:
CONTRACT - TOTAL TIME
Prior to this Change Order $ 10,344,646.00 _______ Days
Adjustments per this Change Order $ 33,056.00 _______ Days
Current Contract Status $ 10,377,702.00 _______ Days
Directed/Authorized Accepted City of Menasha Dept. of Public Works __________________________________
BY: ________________________________ BY: _______________________________
DATE: ____________________________ DATE: _____________________________
CONTRACT/FORMS/CHANGE
CERTIFICATE OF PAYMENT DATE: March 1, 2007 PAYMENT REQUEST: Two (2) CONTRACTOR: Carl Bowers & Sons Construction Co., Inc. ADDRESS: N1844 Maloney Rd., Kaukauna, WI 54130 CONTRACT UNIT NUMBER: TIF 9 2006-07 PROJECT DESCRIPTION: Province Terrace, Jennie Street and Norman Way ORIGINAL CONTRACT AMOUNT $ 554,219.55 CHANGE ORDER NO: One AMOUNT: $ 58,700.00
PREVIOUS CHANGE ORDER(S): $ 0 TOTAL CONTRACT AMOUNT (INCLUDING CHANGE ORDERS) $ 612,919.55 TOTAL EARNED TO DATE (SUMMARY ATTACHED) $ 461,002.35 LESS RETAINAGE 5% $ 23,050.12 AMOUNT DUE $ 437,952.23 PREVIOUS PAYMENTS $ 301,014.48 AMOUNT DUE THIS PAYMENT $ 136,937.75 ESTIMATE PERIOD: FROM: December 13, 2006 TO: March 1, 2007 I certify that all bills for labor, equipment, materials, and services are paid for which previous certificates for payment were issued. DATE: ______________________ BY: __________________________________________________________ Lien Waivers from all subcontractors and suppliers shall accompany each Request for Payment. Affidavit of Compliance with Prevailing Wage Rates shall accompany Request for Final Payment. RECOMMENDED FOR PAYMENT:
DIRECTOR OF PUBLIC WORKS: _______________________________________ DATE: ___________________
APPROVED FOR PAYMENT: COUNCIL APPROVAL DATE: ___________________________________________
FINANCE DEPARTMENT
ACCOUNT NUMBER BUDGET CHARGE TO ACCOUNT
_________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ CONTRACT/FORMS/PAYMENT
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80
Insta
ll &
Main
tain
Silt
Fen
ce/L
F1
.00
$
48
0.0
0$
48
04
80
.00
$
24
Inle
t P
rote
ctio
n/e
ach
75
.00
$
30
0.0
0$
43
00
.00
$
Ero
sio
n C
on
tro
l S
ub
To
tal
78
0.0
0$
78
0.0
0$
Alt
ern
ate
Bid
To
tal
79
,21
0.9
5$
69
,85
2.3
5$
Lu
mp
Su
m D
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uc
t fo
r O
ve
rla
nd
Ha
ulin
g o
f E
xc
av
ate
d P
on
d M
ate
ria
l7
,00
0.0
0$
17
,00
0.0
0$
To
tal C
on
tra
ct
40
2,3
02
.35
$
CERTIFICATE OF PAYMENT DATE: February 27, 2007 PAYMENT REQUEST: Four (4) CONTRACTOR: Dorner, Inc. ADDRESS: E506 Luxemburg Rd., P.O. Box 129, Luxemburg, WI 54217 CONTRACT UNIT NUMBER: 2006-08 PROJECT DESCRIPTION: Nature’s Way ORIGINAL CONTRACT AMOUNT $ 377,951.38 CHANGE ORDER NO. - AMOUNT: $ -
PREVIOUS CHANGE ORDER(S): $ 3,560.80 TOTAL CONTRACT AMOUNT (INCLUDING CHANGE ORDERS) $ 381,512.18 TOTAL EARNED TO DATE (SUMMARY ATTACHED) $ 292,812.54 LESS RETAINAGE 2 ½ % $ 7,320.31 AMOUNT DUE $ 285,492.23 PREVIOUS PAYMENTS $ 279,918.02 AMOUNT DUE THIS PAYMENT $ 5,574.21 ESTIMATE PERIOD: FROM January 30, 2007 To: February 27, 2007 I certify that all bills for labor, equipment, materials, and services are paid for which previous certificates for payment were issued. DATE: ______________________ BY: __________________________________________________________ Lien Waivers from all subcontractors and suppliers shall accompany each Request for Payment. Affidavit of Compliance with Prevailing Wage Rates shall accompany Request for Final Payment. RECOMMENDED FOR PAYMENT:
DIRECTOR OF PUBLIC WORKS: _______________________________________ DATE: ___________________
APPROVED FOR PAYMENT: COUNCIL APPROVAL DATE: ___________________________________________
FINANCE DEPARTMENT
ACCOUNT NUMBER BUDGET CHARGE TO ACCOUNT
_________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ CONTRACT/FORMS/PAYMENT
CIT
Y O
F M
EN
AS
HA
CO
NT
RA
CT
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IT N
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20
06
-08
, D
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c.
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MQ
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SC
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Pri
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UA
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San
itary
Sew
er
11,0
95
8"
PV
C S
DR
-35 S
anitary
Sew
er,
/lf
18.0
0$
19,7
10.0
0$
1092
19,6
56.0
0$
250
48"
ID W
ate
rpro
of,
Pre
-cast
Sanitary
Manhole
/vf
170.0
0$
8,5
08.5
0$
51.5
88,7
68.6
0$
39
Inte
rnal M
anhole
Chim
ney S
eal/ea
230.0
0$
2,0
70.0
0$
0
-$
49
Sanitary
Sew
er
Manhole
Castings/e
a280.0
0$
2,5
20.0
0$
7
1,9
60.0
0$
537
6"
PV
C S
chedule
40 S
anitary
Late
ral/lf
20.0
0$
740.0
0$
36
720.0
0$
6696
4"
PV
C S
chedule
40 S
anitary
Late
ral/lf
17.0
0$
11,8
32.0
0$
724
12,3
08.0
0$
7758
2"
Poly
sty
rene I
nsula
tion (
sanitary
)5.5
0$
4,1
69.0
0$
771
4,2
40.5
0$
Sa
nit
ary
Se
we
r S
ub
To
tal
49,5
49.5
0$
47,6
53.1
0$
Wate
r M
ain
11,2
78
8"
PV
C W
ate
r M
ain
/lf
23.0
0$
29,3
94.0
0$
1280.5
29,4
51.5
0$
26
Fir
e H
ydra
nt/
ea
2,1
00.0
0$
12,6
00.0
0$
612,6
00.0
0$
31
8"
Tappin
g T
ee a
nd V
alv
e/e
a2,4
00.0
0$
2,4
00.0
0$
1
2,4
00.0
0$
474
6"
Hydra
nt
Lead/lf
24.0
0$
1,7
76.0
0$
52
1,2
48.0
0$
56
6"
Auxi
llary
Hydra
nt
Gate
Valv
e/e
a740.0
0$
4,4
40.0
0$
6
4,4
40.0
0$
66
8"
Gate
Valv
e/e
a1,0
00.0
0$
6,0
00.0
0$
7
7,0
00.0
0$
716
1 1
/4"
Serv
ice C
onnections/e
a275.0
0$
4,4
00.0
0$
16
4,4
00.0
0$
8686
1 1
/4"
PV
C S
DR
9 W
ate
r S
erv
ice/lf
10.0
0$
6,8
60.0
0$
684
6,8
40.0
0$
91
1 1
/2"
Serv
ice C
onnections/e
a400.0
0$
400.0
0$
1400.0
0$
10
63
1 1
/2"
PV
C S
DR
9 W
ate
r S
erv
ice/lf
10.0
0$
630.0
0$
56
560.0
0$
Wa
ter
Ma
in S
ub
To
tal
68,9
00.0
0$
69,3
39.5
0$
Pa
ym
en
t N
o.
Fo
ur
BA
SE
BID
YT
D
Sto
rm S
ew
er,
Sa
nit
ary
, W
ate
r M
ain
, S
tre
et
Co
nstr
uc
tio
n &
De
ten
tio
n B
asin
Co
nstr
uc
tio
n
Da
te:
Fe
bu
ary
27
, 2
00
7
Page 1
of
3
Sto
rm S
ew
er
153
24"
Sto
rm S
ew
er/
lf29.0
0$
1,5
37.0
0$
109
3,1
61.0
0$
2471
18"
Sto
rm S
ew
er/
lf23.0
0$
10,8
33.0
0$
177
4,0
71.0
0$
3433
18"
RC
P S
torm
Sew
er,
Cla
ss I
V/lf
26.0
0$
11,2
58.0
0$
748.5
19,4
61.0
0$
4201
15"
Sto
rm S
ew
er/
lf20.0
0$
4,0
20.0
0$
169
3,3
80.0
0$
5708
15"
RC
P S
torm
Sew
er,
Cla
s I
V/lf
22.0
0$
15,5
76.0
0$
700.5
15,4
11.0
0$
6505
12"
Sto
rm S
ew
er/
lf18.0
0$
9,0
90.0
0$
196
3,5
28.0
0$
7163
12"
RC
P S
torm
Sew
er,
Cla
ss I
V/lf
20.0
0$
3,2
60.0
0$
533
10,6
60.0
0$
833
10"
Sto
rm I
nle
t Leads/lf
20.0
0$
660.0
0$
0-
$
961.1
48"
ID P
re-c
ast
Sta
ndard
Sto
rm M
anhole
/vf
190.0
0$
11,6
09.0
0$
61.3
211,6
50.8
0$
10
672"
ID P
re-c
ast
Sto
rm M
anhole
/vf
350.0
0$
2,1
00.0
0$
6
2,1
00.0
0$
11
1S
torm
Sew
er
Manhole
Castings,
Type H
/ea
365.0
0$
365.0
0$
0-
$
12
1S
torm
Sew
er
Manhole
Castings,
Type H
S/e
a365.0
0$
365.0
0$
0-
$
13
13
Sto
rm S
ew
er
Manhole
Castings,
Type J
/ea
270.0
0$
3,5
10.0
0$
14
3,7
80.0
0$
14
18
24"x
36"
pre
-cast
inle
t w
/castings/e
a970.0
0$
17,4
60.0
0$
18
17,4
60.0
0$
15
2F
ield
Inle
t w
/casting (
Type 8
inle
t, M
S g
rate
)/ea
1,2
90.0
0$
2,5
80.0
0$
2
2,5
80.0
0$
16
130"
ID P
re-c
ast
Yard
Dra
in w
/casting/e
a935.0
0$
935.0
0$
1935.0
0$
17
112"
Concre
te A
pro
n E
ndw
all/
ea
320.0
0$
320.0
0$
1320.0
0$
18
112"
Apro
n E
ndw
all
for
PV
C P
ipe/e
a100.0
0$
100.0
0$
1100.0
0$
19
218"
Concre
te A
pro
n E
ndw
all/
ea
400.0
0$
800.0
0$
2800.0
0$
20
124"
Concre
te A
pro
n E
ndw
all/
ea
525.0
0$
525.0
0$
21,0
50.0
0$
21
5P
ipe G
rate
s/e
a420.0
0$
2,1
00.0
0$
6
2,5
20.0
0$
22
112"
Ori
fice P
late
for
Outlet
Pip
e/e
a50.0
0$
50.0
0$
2
100.0
0$
23
1P
ond O
utlet
Str
uctu
re w
/Neenah C
asting/e
a1,8
50.0
0$
1,8
50.0
0$
1
1,8
50.0
0$
24
49
12"
PV
C S
DR
-35 S
torm
Sew
er/
lf21.0
0$
1,0
29.0
0$
50.5
1,0
60.5
0$
Sto
rm S
ew
er
Su
b T
ota
l101,9
32.0
0$
105,9
78.3
0$
Page 2
of
3
Sit
e G
rad
ing
, E
rosio
n C
on
tro
l &
Str
eet
Co
nstr
ucti
on
11.0
7C
leari
ng a
nd G
rubbin
g/a
cre
3,0
30.0
0$
3,2
42.1
0$
1.0
73,2
42.1
0$
245
Rem
ove C
ulv
ert
/lf
5.0
0$
225.0
0$
0-
$
31,1
00
Uncla
ssifie
d E
xcavation/c
y4.5
5$
5,0
05.0
0$
1100
5,0
05.0
0$
4200
Exc
avation B
elo
w S
ubgra
de (
undis
trib
ute
d)/
cy
5.0
5$
1,0
10.0
0$
177
893.8
5$
5200
Bre
aker
Run (
undis
trib
ute
d)/
cy
14.8
6$
2,9
72.0
0$
0
-$
613,6
88
Fin
e G
radin
g/s
y0.0
1$
136.8
8$
0-
$
76,4
36
Cru
shed A
ggre
gate
Base C
ours
e/t
on
8.0
0$
51,4
88.0
0$
5009.5
840,0
76.6
4$
817,7
71
Resto
ration (
salv
age t
opsoil,
seed,
fert
, m
ulc
h)/
sy
0.7
0$
12,4
39.7
0$
0-
$
9973
2"
Asphalt B
inder
(tem
p)/
ton
53.2
5$
51,8
12.2
5$
0-
$
10
72
Saw
cut
and R
em
ove C
urb
/lf
5.0
0$
360.0
0$
0-
$
11
1S
aw
cut
and R
em
ove A
sphalt/lum
p s
um
50.0
0$
50.0
0$
0
-$
12
85
Saw
cutt
ing/lf
1.5
0$
127.5
0$
0-
$
13
335
Gra
ssed D
rain
agew
ay C
onstr
uction/lf
4.0
0$
1,3
40.0
0$
0
-$
14
2In
sta
ll &
Main
tain
Tra
ckin
g P
ad/e
a1,0
00.0
0$
2,0
00.0
0$
1
1,0
00.0
0$
15
2,8
84
Insta
ll &
Main
tain
Silt
Fence/lf
1.0
5$
3,0
28.2
0$
2421
2,5
42.0
5$
16
5In
sta
ll &
Main
tain
Ditch C
hecks/e
a100.0
0$
500.0
0$
0-
$
17
25
Inle
t P
rote
ction/e
a42.0
0$
1,0
50.0
0$
21
882.0
0$
18
91
Rip
rap w
ith F
abri
c/s
y25.0
0$
2,2
75.0
0$
0
-$
19
1,9
49
Ero
sio
n M
at
Cla
ss I
, T
ype B
/sy
1.2
5$
2,4
36.2
5$
0
-$
20
1E
xcavation &
Gra
din
g f
or
Sto
rmw
ate
r P
ond-N
atu
re's
Way S
ubdiv
isio
n/lum
p
sum
6,1
00.0
0$
6,1
00.0
0$
1
6,1
00.0
0$
21
1E
xcavation &
Gra
din
g f
or
Sto
rmw
ate
r P
ond-P
rovin
ce T
err
ace/lum
p s
um
10,1
00.0
0$
10,1
00.0
0$
110,1
00.0
0$
22
500
Borr
ow
(if r
equir
ed)
5.0
5$
2,5
25.0
0$
0
-$
Sit
e G
rad
ing
, E
rosio
n C
on
tro
l &
Str
eet
Co
nstr
ucti
on
Su
b T
ota
l160,2
22.8
8$
69,8
41.6
4$
Co
ntr
act
To
tal
380,6
04.3
8$
292,8
12.5
4$
Ad
dit
ion
al
Un
it P
rices
-$
1A
ltern
ate
Cla
y L
iner
(if
requir
ed)/
sy
5.0
5$
5.0
5$
-$
Page 3
of
3
CERTIFICATE OF PAYMENT DATE: February 27, 2007 PAYMENT REQUEST: Six (6) CONTRACTOR: Vinton Construction Company ADDRESS: 2705 North Rapids Road, PO Box 1987, Manitowoc, WI 54220 CONTRACT UNIT NUMBER: 2006-06 PROJECT DESCRIPTION: River Street Relocation Roadway Construction ORIGINAL CONTRACT AMOUNT $519,434.09 CHANGE ORDER NO. Three AMOUNT: $ 9,295.00
PREVIOUS CHANGE ORDER(S): $18,643.45 TOTAL CONTRACT AMOUNT (INCLUDING CHANGE ORDERS) $547,372.54 TOTAL EARNED TO DATE (SUMMARY ATTACHED) $596,988.42 LESS RETAINAGE (2%) $ 14,924.71 AMOUNT DUE $582,063.71 PREVIOUS PAYMENTS $565,243.55 AMOUNT DUE THIS PAYMENT $ 16,820.16 ESTIMATE PERIOD: From January 30, 2007 to February 27, 2007 I certify that all bills for labor, equipment, materials, and services are paid for which previous certificates for payment were issued. DATE: ______________________ BY: __________________________________________________________ Lien Waivers from all subcontractors and suppliers shall accompany each Request for Payment. Affidavit of Compliance with Prevailing Wage Rates shall accompany Request for Final Payment. RECOMMENDED FOR PAYMENT:
DIRECTOR OF PUBLIC WORKS: _______________________________________ DATE: ___________________
APPROVED FOR PAYMENT: COUNCIL APPROVAL DATE: ___________________________________________
FINANCE DEPARTMENT
ACCOUNT NUMBER BUDGET CHARGE TO ACCOUNT
_________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ _________________________ $ __________________________ ________________________ CONTRACT/FORMS/PAYMENT
CIT
Y O
F M
EN
AS
HA
CO
NT
RA
CT
UN
IT N
O. 2006-0
6, V
into
n C
on
str
ucti
on
Co
mp
an
y
RIV
ER
ST
RE
ET
RE
LO
CA
TIO
N S
TO
RM
SE
WE
R &
WA
TE
R M
AIN
CO
NS
TR
UC
TIO
N
Vin
ton
Co
nstr
ucti
on
Paym
en
t N
o. S
ix
ITE
MQ
UA
NT
ITY
DE
SC
RIP
TIO
NU
nit
Pri
ce
TO
TA
LQ
UA
NT
ITY
TO
TA
L
Rem
ovals
1258
Rem
ovi
ng P
ave
ment/
SY
3.2
0$
825.6
0$
995
3,1
84.0
0$
21000
Rem
ovi
ng A
sphaltic
Surf
ace/S
Y1.6
0$
1,6
00.0
0$
6804
10,8
86.4
0$
31455
Rem
ovi
ng C
urb
& G
utt
er/
LF
0.8
5$
1,2
36.7
5$
256
217.6
0$
4176
Rem
ovi
ng C
oncre
t S
idew
alk
/SY
3.0
0$
528.0
0$
146
438.0
0$
55
Rem
ovi
ng I
nle
ts/e
ach
150.0
0$
750.0
0$
6900.0
0$
635
Saw
ing E
xisting P
ave
ment/
LF
2.0
0$
70.0
0$
469
938.0
0$
7125
Saw
ing C
oncre
te P
ave
ment
Full
Depth
/LF
3.0
0$
375.0
0$
201
603.0
0$
17,1
67.0
0$
Sew
er
& W
ate
r
888
Sto
rm S
ew
er
Pip
e 1
0-inch/L
F31.0
0$
2,7
28.0
0$
130
4,0
30.0
0$
92
Inle
t T
ype 3
/each
1,0
85.0
0$
2,1
70.0
0$
4
4,3
40.0
0$
10
1R
econstr
ucting M
anhole
s/e
ach
1,3
45.0
0$
1,3
45.0
0$
1
1,3
45.0
0$
11
2A
dju
st
Manhole
Cove
rs/e
ach
280.0
0$
560.0
0$
61,6
80.0
0$
12
6A
dju
st
Inle
t C
ove
rs/e
ach
250.0
0$
1,5
00.0
0$
6
1,5
00.0
0$
13
13
Adju
st
Valv
e B
oxe
s/e
ach
150.0
0$
1,9
50.0
0$
19
2,8
50.0
0$
14
2S
alv
aged I
nle
t C
ove
rs/e
ach
200.0
0$
400.0
0$
3600.0
0$
16,3
45.0
0$
Gra
de &
Gra
vel
15
9464
Exc
ava
tion,
Haulin
g &
Dis
posal of
Conta
min
ate
d S
oil/
Ton
21.8
0$
206,3
15.2
0$
-
$
16
1033
Exc
ava
tion C
om
mon/C
Y9.9
0$
10,2
26.7
0$
3042
30,1
15.8
0$
17
1P
repare
Foundation/L
S13,0
00.0
0$
13,0
00.0
0$
113,0
00.0
0$
18
3200
Base A
ggre
gate
Dense 3
Inch/T
on
8.2
3$
26,3
36.0
0$
631.2
55,1
95.1
9$
19
4094
Base A
ggre
gate
Dense 1
-1/2
Inch/T
on
8.2
3$
33,6
93.6
2$
-$
20
3200
Base A
ggre
gate
Dense 2
-1/2
Inch/T
on
8.2
3$
26,3
36.0
0$
-$
48,3
10.9
9$
Ro
ad
way S
urf
ace
21
348
HM
A P
ave
ment
Typ
e E
-0.3
/Ton
51.2
9$
17,8
48.9
2$
-$
22
2200
HM
A P
ave
ment
Typ
e E
-1/T
on
44.5
7$
98,0
54.0
0$
-$
23
242
Concre
te C
urb
& G
utt
er
18-I
nch T
ype D
/LF
11.9
0$
2,8
79.8
0$
-
$
24
3624
Concre
te C
urb
& G
utt
er
30-I
nch T
ype D
/LF
6.7
0$
24,2
80.8
0$
-$
25
2957
Concre
te S
idew
alk
4-I
nch/S
F2.4
5$
7,2
44.6
5$
5727
14,0
31.1
5$
26
2957
Concre
te S
idew
alk
6-I
nch/S
F2.8
0$
8,2
79.6
0$
-
$
27
2957
Concre
te S
idew
alk
8-I
nch/S
F3.1
5$
9,3
14.5
5$
3743
11,7
90.4
5$
28
59
Concre
te S
afe
ty I
sla
nds/S
F2.8
0$
165.2
0$
84
235.2
0$
26,0
56.8
0$
ITE
MQ
UA
NT
ITY
DE
SC
RIP
TIO
NU
nit
Pri
ce
TO
TA
LQ
UA
NT
ITY
TO
TA
L
Sto
rm S
ew
er
To
tal
Gra
de &
Gra
vel
Ro
ad
way S
urf
ace
BA
SE
BID
YT
D
DA
TE
: F
eb
uary
27, 2007
BA
SE
BID
YT
D
Rem
ovals
Resto
rati
on
& E
rosio
n C
on
tro
l
29
470
Topsoil/
CY
17.2
5$
8,1
07.5
0$
280
4,8
30.0
0$
30
4295
Mulc
hin
g/S
Y0.2
5$
1,0
73.7
5$
-
$
31
710
Silt
Fence D
eliv
ere
d/L
F0.8
0$
568.0
0$
625
500.0
0$
32
710
Silt
Fence I
nsta
lled/L
F0.8
0$
568.0
0$
625
500.0
0$
33
710
Silt
Fence M
ain
tain
ed/L
F0.1
0$
71.0
0$
625
62.5
0$
34
12
Inle
t P
rote
ction T
ype D
110.0
0$
1,3
20.0
0$
12
1,3
20.0
0$
35
3F
ert
ilize
r T
ype A
/CT
W32.0
0$
96.0
0$
-
$
36
77
Seedin
g M
ixtu
re N
o.
40/L
B8.0
0$
616.0
0$
-$
37
1T
rackin
g P
ad
750.0
0$
750.0
0$
-$
7,2
12.5
0$
Sig
nag
e &
Pavem
en
t M
ark
ing
38
64
Sig
n R
eflective
Typ
e I
I/S
F30.0
0$
1,9
20.0
0$
-
$
39
1413
Pave
ment
Mark
ing E
poxy
4-I
nch/L
F1.8
0$
2,5
43.4
0$
2020
3,6
36.0
0$
40
56
Pave
ment
Mark
ing C
hanneliz
ing E
poxy
8-I
nch/L
F3.0
0$
168.0
0$
29
87.0
0$
41
5P
ave
ment
mark
ing R
ailr
oad C
rossin
g E
poxy
/each
820.0
0$
4,1
00.0
0$
5
4,1
00.0
0$
42
2P
ave
ment
Mark
ing S
ymbols
Epoxy
/each
150.0
0$
300.0
0$
1150.0
0$
43
491
Pave
ment
Mark
ing C
urb
Epoxy
/LF
5.5
0$
2,7
00.5
0$
251
1,3
80.5
0$
44
108
Pave
ment
Mark
ing C
urb
Ram
p E
poxy
/LF
4.5
0$
486.0
0$
-$
45
55
Pave
ment
Mark
ing S
top L
ine E
poxy
18-I
nch/L
F8.0
0$
440.0
0$
82
656.0
0$
46
646
Pave
ment
Mark
ing P
ark
ing S
tall
Pain
t/LF
3.0
0$
1,9
38.0
0$
1609
4,8
27.0
0$
47
188
Pave
ment
Mark
ing C
ross W
alk
Epoxy
/LF
10.0
0$
1,8
80.0
0$
232
2,3
20.0
0$
48
7P
ave
ment
Mark
ing Y
ield
Epoxy
/each
24.0
0$
168.0
0$
6144.0
0$
17,3
00.5
0$
Mis
cell
an
eo
us I
tem
s
49
4P
ipe B
olla
rd/e
ach
500.0
0$
2,0
00.0
0$
4
2,0
00.0
0$
2,0
00.0
0$
Lan
dscap
e I
tem
s
50
5B
aile
y C
om
pact
Am
ur
Maple
/each
52.5
0$
262.5
0$
2105.0
0$
51
6B
ush H
oneys
uckle
/each
30.0
0$
180.0
0$
-$
52
3N
roth
ern
Gold
Fors
ythia
/eac
30.0
0$
90.0
0$
8
240.0
0$
53
51
Sea G
reen J
unip
er/
each
66.0
0$
3,3
66.0
0$
82
5,4
12.0
0$
54
10
Hill
spire E
aste
rn R
edcedar/
each
120.0
0$
1,2
00.0
0$
-
$
55
5F
airvi
ew
Norw
ay
Maple
/each
275.0
0$
1,3
75.0
0$
2
550.0
0$
56
32
Dakota
Gold
rush P
ote
ntilla
/each
30.0
0$
960.0
0$
38
1,1
40.0
0$
57
29
Gold
flam
e S
pirea/e
ach
30.0
0$
870.0
0$
29
870.0
0$
58
21
Cutleaf
Sta
ghorn
Sum
ac/e
ach
30.0
0$
630.0
0$
-$
59
505
Shre
dded H
ard
wood M
ulc
h/S
Y5.0
0$
2,5
25.0
0$
937
4,6
85.0
0$
13,0
02.0
0$
ITE
MQ
UA
NT
ITY
DE
SC
RIP
TIO
NU
nit
Pri
ce
TO
TA
LQ
UA
NT
ITY
TO
TA
L
Tra
ffic
Co
ntr
ol
BA
SE
BID
YT
D
Resto
rati
on
& E
rosio
n C
on
tro
l
Sig
nag
e &
Pavem
en
t M
ark
ing
Mis
cell
an
eo
us I
tem
s
Lan
dscap
e I
tem
s
60
1R
ailr
oad F
lagger/
LS
14,0
00.0
0$
14,0
00.0
0$
114,0
00.0
0$
61
1T
raff
ic C
ontr
ol/LS
4,3
00.0
0$
4,3
00.0
0$
1
4,3
00.0
0$
18,3
00.0
0$
Alt
ern
ati
ve B
id 1
(R
ep
lace I
tem
s 1
5,
18,
19,
20 a
nd
21)
16,4
72
Exc
ava
tion,
Haulin
g,
and D
isposal of
Conta
min
ate
d S
oil/
TO
N21.8
0$
141,0
89.6
0$
5243.5
9114,3
10.2
6$
26,2
50
Concre
te P
ave
ment
8-I
nch/S
.Y.
23.6
2$
147,6
25.0
0$
7012
165,6
23.4
4$
3121
Concre
te P
ave
ment
HE
S 8
-Inch/S
.Y.
28.2
5$
3,4
18.2
5$
525
14,8
31.2
5$
44,0
94
Base A
ggre
gate
Dense 1
-1/4
Inch/T
ON
8.2
3$
33,6
93.6
2$
5678
46,7
29.9
4$
5200
HM
A P
ave
ment
Typ
e E
-1/T
ON
51.2
9$
10,2
58.0
0$
1127.2
57,8
14.0
9$
399,3
08.9
8$
Alt
ern
ate
Bid
2 (
Wash
ing
ton
Str
eet
Co
ncre
te P
atc
h)
1208
Rem
ovi
ng A
sphaltic
Surf
ace/S
Y15.0
0$
3,1
20.0
0$
208
3,1
20.0
0$
2208
Concre
te P
ave
ment
HE
S 8
-Inch/S
Y39.8
0$
8,2
78.4
0$
258
10,2
68.4
0$
31
Tra
ffic
Contr
ol/LS
1,1
00.0
0$
1,1
00.0
0$
1
1,1
00.0
0$
14,4
88.4
0$
579,4
92.1
7$
Alt
ern
ate
Bid
2 I
tem
s
Tra
ffic
Co
ntr
ol
Alt
ern
ate
Bid
I I
tem
s
CHANGE ORDER
DATE: February 27, 2007 CHANGE ORDER NO: Three (3)
CONTRACTOR: Vinton Construction Company
CONTRACT NO.: 2006-06
PROJECT: River Street Relocation Roadway Construction
You are directed to make the changes noted below in the subject contract unit number.
1 L.S. Sewer Crew Remobilization @ $800.00 $ 800.00
1 L.S. Grade Crew Remobilization @ $6,795.00 $ 6,795.00
1 L.S. Badger Highway Remobilization @ $1,700.00 $ 1,700.00
TOTAL $ 9,295.00
The changes result in the following adjustments:
CONTRACT - TOTAL TIME
Prior to this Change Order $ 538,077.54 _______ Days
Adjustments per this Change Order $ 9,295.00 _______ Days
Current Contract Status $ 547,372.54 _______ Days
Directed/Authorized Accepted City of Menasha Dept. of Public Works __________________________________
BY: ________________________________ BY: _______________________________
DATE: ____________________________ DATE: _____________________________
CONTRACT/FORMS/CHANGE