Wisconsin Department of Transportation Version 06-2014 Solving tomorrow’s transportation challenges Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459 May 31, 2017 NOTICE TO ALL CONTRACTORS: Proposal #31: 4085-61-60 Hilbert - DePere NCPL Hilbert - NCL STH 32 Calumet County Letting of June 13, 2017 This is Addendum No. 01, which provides for the following: Special Provisions: Revised Special Provisions Article No. Description 3 Prosecution and Progress 7 Railroad Insurance and Coordination 8 Notice to Contractor – Work by Railroad 18 Pipe Underdrain Railroad 6-Inch, Item SPV.0090.01 Schedule of Items: Revised Bid Item Quantities Bid Item Item Description Unit Old Quantity Revised Quantity Proposal Total 305.0120 Base Aggregate Dense 1-1/4 Inch TON 746 -195 551 312.0110 Select Crushed Material TON 460 1,120 1,580 624.0100 Water MGAL 43.8 -3.0 40.8 645.0140 Geotextile Type SAS SY 360 1,617 1,977 Added Bid Item Quantities Bid Item Item Description Unit Old Quantity Revised Quantity Proposal Total 460.2000 Incentive Density HMA Pavement DOL 0 300 300
16
Embed
Wisconsin Department of Transportation · 2017-06-01 · Wisconsin Department of Transportation Version 06-2014 Solving tomorrow’s transportation challenges Division of Transportation
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Wisconsin Department of Transportation
Version 06-2014 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
May 31, 2017
NOTICE TO ALL CONTRACTORS: Proposal #31: 4085-61-60
Letting of June 13, 2017 This is Addendum No. 01, which provides for the following: Special Provisions:
Revised Special Provisions Article
No. Description
3 Prosecution and Progress 7 Railroad Insurance and Coordination 8 Notice to Contractor – Work by Railroad 18 Pipe Underdrain Railroad 6-Inch, Item SPV.0090.01
Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
305.0120 Base Aggregate Dense 1-1/4 Inch TON 746 -195 551 312.0110 Select Crushed Material TON 460 1,120 1,580 624.0100 Water MGAL 43.8 -3.0 40.8 645.0140 Geotextile Type SAS SY 360 1,617 1,977
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
460.2000 Incentive Density HMA Pavement DOL 0 300 300
Deleted Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
465.0105 Asphaltic Surface TON 225 -225 0 645.0111 Geotextile Type DF Schedule A SY 512 -512 0
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
9 Construction Detail (Revised finished typical section for railroad crossings at STH 32 within pavement section)
31 Miscellaneous Quantities (From/To Stations for Railroad Crossing were revised)
32
Miscellaneous Quantities (Added columns summarizing eligible tonnages for HMA Pavement 3 LT 58-28 S and HMA Pavement 4 LT 58-28 S in regards to Incentive Density PWL HMA Pavement 460.2005, Incentive Air Voids HMA Pavement 460.2010, and Incentive Density HMA Pavement 460.2000. Revised Base Aggregate Dense 1-1/4 Inch 305.0120, Select Crushed Material 312.0110, and Water 624.0100. Removed Asphaltic Surface 465.0105.)
33 Miscellaneous Quantities (Removed Geotextile Type DF Schedule A 645.0111 and revised Geotextile Type SAS 645.0140)
43 Plan (Stations for full depth asphalt were revised to match earthwork stations) 106 Earthwork Data (Stations were revised)
The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.
Sincerely,
Mike Coleman Proposal Development Specialist Proposal Management Section
ADDENDUM NO. 01
4085-61-60
May 31, 2017
Special Provisions 3. Prosecution and Progress Replace paragraph four with the following:
Railroad Crossing Reconstruction At the beginning of the work at the railroad crossings located between STA 92+64 and STA 96+45 on STH 32, close and detour STH 32 to through traffic for a maximum of 10 working days. Complete all work between STA 92+64 and STA 96+45 except for the surface layer of HMA and the placing of final shoulders.
Replace paragraphs six and seven with the following:
Complete all work for each individual railroad crossing excavation and placement of select crushed material within a four hour window commencing on a mutually agreed upon date and time between the contractor and the railroad. Each railroad crossing will have its own separate 4 hour window to compete the work by the contractor.
If the contractor fails to complete the railroad crossing excavations and placement of select crushed material within these four hour windows commencing on a mutually agreed upon date and time between the contractor and the railroad, the department will assess the contractor an initial deduction of $1,000 in interim liquidated damages and $1,000 per hour or portion thereof in hourly damages from money due under this contract for each hour interval that the railroad crossing excavation and select crushed material work is not completed. Hourly damages will be assessed using the administrative item Failing to Open Road to Traffic.
7. Railroad Insurance and Coordination Replace entire subsection title A.2 Work by Railroad with the following:
A.2 Work by Railroad The railroad will perform the work described in this section, except for work described in other special provisions and will be accomplished without cost to the contractor. Prior to the track windows and highway closure to replace the two at-grade crossings surfaces, the contractor shall set up a meeting with the Railroad and Department to coordinate final construction details and staging. The railroad will remove the track and crossing surface. Then the contractor will excavate to subgrade, place 20” of select crushed material. Then the railroad will place ballast, track and crossing surface. Also, the railroad will be relocating their railroad signal wires so they are not in the way of excavation.
8. Notice to Contractor – Work by Railroad Replace entire article language with the following:
Wisconsin Central Ltd. will be performing crossing work concurrently with this project as outlined in 7. Railroad Insurance and Coordination and as shown in the construction details in the plan. Close coordination with the railroad is required, especially with regards to the installation of the new crossings. Upon the railroads removal of the existing tracks and crossing surface at STA 93+85, the
contractor has a four hour window at the railroad crossing to complete excavation and placement of the select crushed material prior to the railroad placing ballast and the new crossings. Upon the railroads removal of the existing tracks and crossing surface at STA 95+40, the contractor has a four hour window at the railroad crossing to complete excavation and placement of the select crushed material. Completion of the excavation and placement of the select crushed material is subject to liquidated damages.
18. Pipe Underdrain Railroad 6-Inch, Item SPV.0090.01 Replace entire article language with the following:
A Description This special provision describes constructing pipe underdrain adjacent to railroad tracks in accordance to section 612 of the standard specifications, as shown on the plans, as directed by the engineer, and as hereinafter provided. B Materials Furnish Schedule 80 PVC pipe in accordance to the requirements of ASTM Specification D1784 and D1785. Furnish pipe perforated according to AASHTO M278. Fittings shall conform to ASTM D4396. Furnish Geotextile Type DF Schedule A meeting the requirements of standard spec 645.2.2.4. Furnish Base Aggregate Open Graded meeting the requirement of standard spec 310.2. C Construction Construct in accordance to the requirements of standard spec 612.3 and as shown on the plans. Geotextile type DF schedule A is to be wrapped around pipe underdrain. Geotextile type DF schedule A is to be installed between base aggregate open graded and select crushed material as shown on the plans. D Measurement The department will measure Pipe Underdrain Railroad 6-Inch, by the linear foot acceptably completed. The department will measure along the centerline of the pipe, center to center of junctions and fittings. E Payment The department will pay for measured quantities at the contract unit price under the following bid items:
ITEM NUMBER DESCRIPTION UNIT SPV.0090.01 Pipe Underdrain Railroad 6-Inch LF
Payment is full compensation for furnishing all materials including pipe, connections, geotextile type DF schedule A, and base aggregate open graded; for laying pipe; for connecting to storm sewer structures; for backfilling.
Schedule of Items Attached, dated May 31, 2017, are the revised Schedule of Items Pages 1 – 5. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 9, 31, 32, 33, 43, and 106.
END OF ADDENDUM
E
22
dotkyv
Polygon
dotkyv
Polygon
dotkyv
Text Box
9
dotmpc
Text Box
Addendum No. 01 ID 4085-61-60 Revised Sheet 9 May 31, 2017
PR
OJE
CT
NO
: 40
85-6
1-60
HW
Y:
ST
H 3
2C
OU
NT
Y:
CA
LUM
ET
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
_P
LO
T D
AT
E :
5/1
5/2
01
7 1
1:3
0 A
MP
LO
T B
Y :
VO
GE
L, K
UR
T M
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
33
Div
isio
nF
rom
/To
Sta
tio
nL
oca
tio
n
Sal
vag
ed/U
nu
sab
le
P
avem
ent
Mat
eria
l
(4)
Ava
ilab
le
Mat
eria
l
(5
)U
nex
pan
ded
F
ill
Exp
and
ed F
ill
(13)
Mas
s O
rdin
ate
+/-
(1
4)W
aste
Cu
t
(2
)E
BS
Exc
avat
ion
(3
)F
acto
rD
ivis
ion
11.
25R
ailro
ad C
ross
ing
92+
64 T
O 9
6+45
STH
32
1,46
40
176
1,28
839
491,
239
1,23
9D
ivis
ion
1 S
ubto
tal
1,46
40
176
1,28
839
491,
239
Gra
nd T
otal
1,46
40
176
1,28
839
491,
239
0
Not
es:
(1)
Com
mon
Exc
avat
ion
is th
e su
m o
f th
e C
ut a
nd E
BS
Exc
avat
ion
colu
mns
. Ite
m n
umbe
r 20
5.01
00(2
) S
alva
ged/
Uns
uabl
e P
avem
ent M
ater
ial i
s in
clud
ed in
Cut
. (4
) S
alva
ged/
Unu
sabl
e P
avem
ent M
ater
ial
(5)
Ava
ilabl
e M
ater
ial =
Cut
- S
alva
ged/
Unu
suab
le P
avem
ent M
ater
ial
(13)
Exp
ande
d F
ill F
acto
r =
1.2
5D
epen
ding
on
sele
ctio
ns:
Exp
and
ed F
ill =
(U
nex
pan
ded
Fill
- R
ock
* R
ock
Fac
tor
- R
edu
ced
Mar
sh -
Red
uce
d E
BS
) *
Fill
Fac
tor
Or
Exp
ande
d F
ill =
(U
nexp
ande
d F
ill -
Roc
k *
Roc
k F
acto
r -
Red
uced
EB
S)
* F
ill F
acto
rO
rE
xpan
ded
Fill
= (
Une
xpan
ded
Fill
- R
ock
* R
ock
Fac
tor
- R
educ
ed M
arsh
) *
Fill
Fac
tor
Or
Exp
ande
d F
ill =
(U
nexp
ande
d F
ill -
Roc
k *
Roc
k F
acto
r) *
Fill
Fac
tor
(14)
The
Mas
s O
rdin
ate
+ o
r -
Qty
cal
cula
ted
for
the
Div
isio
n. P
lus
quan
tity
indi
cate
s an
exc
ess
of m
ater
ial w
ithin
the
Div
isio
n. M
inus
indi
cate
s a
shor
tage
of
mat
eria
l with
in th
e D
ivis
ion.
205.
0100
Co
mm
on
Exc
avat
ion
(1
)
Tota
l Com
mon
Exc
1,46
4
dotkyv
Polygon
dotkyv
Text Box
31
dotmpc
Text Box
Addendum No. 01 ID 4085-61-60 Revised Sheet 31 May 31, 2017
PR
OJE
CT
NO
: 40
85-6
1-60
HW
Y:
ST
H 3
2C
OU
NT
Y:
CA
LUM
ET
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
____
____
____
___
___
___
___
____
___
PLO
T D
AT
E :
____
____
____
____
___
PLO
T B
Y :
VO
GE
L, K
UR
T M
PLO
T N
AM
E :
___
____
____
____
PLO
T S
CA
LE :
1:1
33
305.
0110
305.
0120
305.
0500
312.
0110
624.
0100
BA
SE
AG
GR
EGA
TEB
AS
E A
GG
REG
ATE
SH
API
NG
SEL
ECT
CR
US
HED
WA
TER
DEN
SE
3/4-
INC
HD
ENS
E 1-
1/4
INC
HS
HO
ULD
ERS
MA
TER
IAL
CA
TEG
OR
YFR
OM
TOFR
OM
TOTO
NTO
NS
TATO
NM
GA
L00
1090
+40.
0092
+64.
00B
EGIN
NIN
G O
F PR
OJE
CT
RA
ILR
OA
D C
RO
SS
ING
14--
4--
0.2
92+6
4.00
96+1
3.00
2255
17
1,58
08.
696
+13.
0011
9+49
.10
RA
ILR
OA
D C
RO
SS
ING
CR
OS
STO
WN
RD
140
--45
--2.
111
9+49
.10
172+
44.3
6C
RO
SS
TOW
N R
DC
TH B
320
--10
4--
4.8
172+
44.3
619
5+58
.00
CTH
BS
TRU
CTU
RE
B-0
8-00
1814
1--
46--
2.1
196+
58.0
023
0+74
.34
STR
UC
TUR
E B
-08-
0018
CEN
TER
RD
209
--68
--3.
123
0+74
.34
256+
66.9
9C
ENTE
R R
DH
AC
KER
RO
AD
(C
TH H
R)
155
--50
--2.
325
6+66
.99
282+
66.4
7H
AC
KER
RO
AD
(C
TH H
R)
HA
RV
ESTO
RE
RD
155
--50
--2.
328
2+66
.47
325+
75.6
0H
AR
VES
TOR
E R
DS
OU
TH R
OU
ND
AB
OU
T LI
MIT
S26
2--
85--
3.9
21+8
5.80
48+1
1.54
NO
RTH
RO
UN
DA
BO
UT
LIM
ITS
CH
UR
CH
ST
160
--52
--2.
448
+11.
5431
4+20
.43
CH
UR
CH
ST
SC
HM
IDT
RO
AD
(C
TH K
)25
9--
84--
3.9
314+
20.4
336
9+00
.00
SC
HM
IDT
RO
AD
(C
TH K
)EN
D O
F PR
OJE
CT
335
--10
8--
5.0
TO
TA
LS
2,17
255
170
31,
580
40.8
STA
TIO
NLO
CA
TIO
N
RA
ILR
OA
D C
RO
SS
ING
BA
SE
AG
GR
EG
AT
ES
460.
4110
.S46
0.52
2346
0.20
0046
0.52
2446
0.20
0546
0.20
10
455.
0605
REH
EATI
NG
HM
AH
MA
INC
ENTI
VE
HM
AIN
CEN
TIV
EIN
CEN
TIV
E46
5.01
10TA
CK
LON
GIT
UD
INA
LPA
VEM
ENT
DEN
SIT
YPA
VEM
ENT
DEN
SIT
Y P
WL
AIR
VO
IDS
AS
PHA
LTIC
CO
AT
JOIN
TS3
LT 5
8-28
SH
MA
PA
VEM
ENT
4 LT
58-
28 S
HM
A P
AV
EMEN
TH
MA
PA
VEM
ENT
SU
RFA
CE
PATC
HIN
G
CA
TEG
OR
YFR
OM
TOFR
OM
TOG
AL
LFTO
ND
OL*
**TO
ND
OL*
DO
L**
TON
0010
90+4
0.00
92+6
4.00
BEG
INN
ING
OF
PRO
JEC
TR
AIL
RO
AD
CR
OS
SIN
G45
224
----
8669
86--
92+6
4.00
96+4
5.00
9738
130
030
020
011
720
0--
96+4
5.00
119+
49.1
0R
AIL
RO
AD
CR
OS
SIN
GC
RO
SS
TOW
N R
D48
92,
304
----
937
707
937
--11
9+49
.10
172+
44.3
6C
RO
SS
TOW
N R
DC
TH B
1,13
55,
295
----
2,17
61,
624
2,17
6--
172+
44.3
618
0+00
.00
CTH
BS
OU
TH M
ICR
OM
ILL
LIM
ITS
195
756
----
374
232
374
--18
0+00
.00
191+
00.0
0S
OU
TH M
ICR
OM
ILL
LIM
ITS
NO
RTH
MIC
RO
MIL
L LI
MIT
S22
01,
100
----
527
422
527
--19
1+00
.00
195+
58.0
0N
OR
TH M
ICR
OM
ILL
LIM
ITS
STR
UC
TUR
E B
-08-
0018
9848
8--
--18
715
018
7--
196+
58.0
023
0+74
.34
STR
UC
TUR
E B
-08-
0018
CEN
TER
RD
696
3,41
7--
--1,
334
1,04
81,
334
--23
0+74
.34
256+
66.9
9C
ENTE
R R
DH
AC
KER
RO
AD
(C
TH H
R)
597
2,57
7--
--1,
144
790
1,14
4--
256+
66.9
928
2+66
.47
HA
CK
ER R
OA
D (
CTH
HR
)H
AR
VES
TOR
E R
D58
12,
600
----
1,11
479
71,
114
--28
2+66
.47
325+
75.6
0H
AR
VES
TOR
E R
DS
OU
TH R
OU
ND
AB
OU
T LI
MIT
S89
44,
315
----
1,71
41,
323
1,71
4--
21+8
5.80
48+1
1.54
NO
RTH
RO
UN
DA
BO
UT
LIM
ITS
CH
UR
CH
ST
565
2,63
3--
--1,
084
807
1,08
4--
48+1
1.54
314+
20.4
3C
HU
RC
H S
TS
CH
MID
T R
OA
D (
CTH
K)
921
4,28
8--
--1,
766
1,31
51,
766
--31
4+20
.43
369+
00.0
0S
CH
MID
T R
OA
D (
CTH
K)
END
OF
PRO
JEC
T1,
126
5,48
3--
--2,
158
1,68
12,
158
----
----
----
----
----
200
TO
TA
LS
7,65
935
,861
300
300
14,8
0011
,082
14,8
0020
0
STA
TIO
NLO
CA
TIO
N
RA
ILR
OA
D C
RO
SS
ING
UN
DIS
TRIB
UTE
D; A
S N
EED
ED; L
OC
ATI
ON
S T
O B
E D
ETER
MIN
ED IN
FIE
LD
AS
PH
AL
TIC
MA
TE
RIA
LS
dotj5j
Oval
dotj5j
Oval
dotj5j
Oval
dotj5j
Polygon
dotj5j
Polygon
dotj5j
Callout
Item 465.0105 Asphaltic Surface Removed
dotj5j
Oval
dotj5j
Oval
dotj5j
Oval
dotkyv
Text Box
32
dotmpc
Text Box
Addendum No. 01 ID 4085-61-60 Revised Sheet 32 May 31, 2017
PR
OJE
CT
NO
: 40
85-6
1-60
HW
Y:
ST
H 3
2C
OU
NT
Y:
CA
LUM
ET
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
____
____
____
___
___
___
___
____
___
PLO
T D
AT
E :
____
____
____
____
___
PLO
T B
Y :
DU
MS
, ALE
XA
ND
ER
TP
LOT
NA
ME
: _
____
____
____
__P
LOT
SC
ALE
: 1:
1
33
465.
0475
AS
PHA
LTIC
CEN
TER
LIN
E R
UM
BLE
STR
IPS
2-L
AN
E R
UR
AL
CA
TEG
OR
YFR
OM
TOFR
OM
TOLF
0010
90+4
0.00
92+6
4.00
BEG
INN
ING
OF
PRO
JEC
TR
AIL
RO
AD
CR
OS
SIN
G22
492
+64.
0096
+13.
0031
896
+13.
0011
9+49
.10
RA
ILR
OA
D C
RO
SS
ING
CR
OS
STO
WN
RD
2,10
411
9+49
.10
172+
44.3
6C
RO
SS
TOW
N R
DC
TH B
4,89
517
2+44
.36
195+
58.0
0C
TH B
STR
UC
TUR
E B
-08-
0018
2,14
419
6+58
.00
230+
74.3
4S
TRU
CTU
RE
B-0
8-00
18C
ENTE
R R
D3,
216
230+
74.3
425
6+66
.99
CEN
TER
RD
HA
CK
ER R
OA
D (
CTH
HR
)2,
177
256+
66.9
928
2+66
.47
HA
CK
ER R
OA
D (
CTH
HR
)H
AR
VES
TOR
E R
D2,
200
282+
66.4
732
5+75
.60
HA
RV
ESTO
RE
RD
S R
OU
ND
AB
OU
T LI
MIT
S4,
115
21+8
5.80
48+1
1.54
N R
OU
ND
AB
OU
T LI
MIT
SC
HU
RC
H S
T2,
426
48+1
1.54
314+
20.4
3C
HU
RC
H S
TS
CH
MID
T R
OA
D (
CTH
K)
3,88
831
4+20
.43
369+
00.0
0S
CH
MID
T R
OA
D (
CTH
K)
END
OF
PRO
JEC
T5,
283
TO
TA
L32
,990
CE
NT
ER
LIN
E R
UM
BL
E S
TR
IPS
STA
TIO
NLO
CA
TIO
N
RA
ILR
OA
D C
RO
SS
ING
625.
0500
627.
0200
629.
0210
630.
0130
SA
LVA
GED
MU
LCH
ING
FER
TILI
ZER
SEE
DIN
G M
IXTU
RE
TOPS
OIL
TYPE
BN
O. 3
0C
ATE
GO
RY
FRO
MTO
LOC
ATI
ON
SY
SY
CW
TLB
0010
92+6
493
+99
STH
32
LT63
630.
041.
1394
+64
95+3
8S
TH 3
2 LT
7979
0.05
1.42
95+8
096
+45
STH
32
LT15
315
30.
102.
7592
+64
93+3
3S
TH 3
2 R
T99
990.
061.
7894
+03
94+6
6S
TH 3
2 R
T98
980.
061.
7696
+40
96+4
5S
TH 3
2 R
T62
620.
041.
11S
UB
TOTA
LS55
355
30.
359.
95U
ND
ISTR
ITU
BED
137
137
0.65
3.05
690
690
113
LA
ND
SC
AP
ING
SU
MM
AR
Y
STA
TIO
N
628.
1504
628.
1520
SIL
TS
ILT
FEN
CE
FEN
CE
MA
INTE
NA
NC
EC
ATE
GO
RY
RO
AD
WA
YFR
OM
TOO
FFS
ETLF
LF00
10S
TH 3
292
+64
93+9
9LT
136
136
94+6
495
+38
LT92
9295
+80
96+4
5LT
6565
92+6
493
+33
RT
9090
94+0
394
+66
RT
9090
95+4
096
+45
RT
105
105
TO
TA
L57
857
8
STA
TIO
NSIL
T F
EN
CE
628.
1905
628.
1910
MO
BIL
IZA
TIO
NS
MO
BIL
IZA
TIO
NS
ERO
SIO
NEM
ERG
ENC
YC
ON
TRO
LER
OS
ION
CO
NTR
OL
CA
TEG
OR
YR
OA
DW
AY
LOC
ATI
ON
EAC
HEA
CH
0010
STH
32
PRO
JEC
T2
1
TO
TA
L2
1
ER
OS
ION
CO
NT
RO
L M
OB
ILIZ
AT
ION
612.
0806
SPV
.009
0.01
APR
ON
EN
DW
ALL
S F
OR
UN
DER
DR
AIN
645.
0140
PIPE
REI
NFO
RC
ED C
ON
CR
ETE
GEO
TEX
TILE
UN
DER
DR
AIN
6-IN
CH
TYPE
SA
SR
AIL
RO
AD
6-IN
CH
CA
TEG
OR
YS
TATI
ON
LOC
ATI
ON
EAC
HS
YLF
0010
93+7
5S
SID
E S
OU
TH R
AIL
CR
OS
SIN
G1
526
175
94+0
5N
SID
E S
OU
TH R
AIL
CR
OS
SIN
G--
526
112
95+2
8S
SID
E N
OR
TH R
AIL
CR
OS
SIN
G--
463
100
95+5
3N
SID
E N
OR
TH R
AIL
CR
OS
SIN
G1
463
160
TO
TA
LS
21,
977
547
PIP
E U
ND
ER
DR
AIN
dotj5j
Oval
dotj5j
Polygon
dotj5j
Callout
Item 645.0111 Geotextile Type DF Schedule A Removed
dotj5j
Text Box
33
dotmpc
Text Box
Addendum No. 01 ID 4085-61-60 Revised Sheet 33 May 31, 2017
E
55
dotkyv
Polygon
dotkyv
Text Box
43
dotmpc
Text Box
Addendum No. 01 ID 4085-61-60 Revised Sheet 43 May 31, 2017
PR
OJE
CT
NO
: 408
5-61
-60
HW
Y: S
TH
32
CO
UN
TY
: CA
LUM
ET
EA
RT
HW
OR
K D
AT
AS
HE
ET
: E
FIL
E N
AM
E :
PL
OT
DA
TE
: 5
/15
/20
17
PL
OT
BY
: V
OG
EL
, KU
RT
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
99
Sal
vag
ed/U
nu
sab
leS
alva
ged
/Un
usa
ble
Exp
and
edS
TA
TIO
ND
ista
nce
Cu
tP
avem
ent
Mat
eria
lF
illC
ut
Pav
emen
t M
ater
ial
Fill
Cu
tF
illM
ass
Ord
inat
e1.
001.
2592
+64
0.00
45.3
312
.50
0.00
00
00
00
93+
2055
.82
49.9
012
.50
0.00
9826
098
073
93+
7757
.63
180.
3912
.50
0.00
246
270
344
029
294
+75
97.5
558
.05
12.5
00.
0043
145
077
50
677
95+
4570
.27
198.
8812
.50
15.9
133
433
211,
109
2695
396
+05
60.0
452
.78
12.5
00.
3228
028
181,
389
481,
183
96+
4539
.69
49.4
012
.50
0.00
7518
01,
464
491,
239
Co
lum
n T
ota
ls1,
464
176
39
Incr
emen
tal V
ol (
CY
) (U
nad
just
ed)
Rai
lroa
d Cro
ssin
g
C
um
ula
tive
Vo
l (C
Y)
AR
EA
(S
F)
dotkyv
Text Box
106
dotkyv
Polygon
dotmpc
Text Box
Addendum No. 01 ID 4085-61-60 Revised Sheet 106 May 31, 2017
Wisconsin Department of Transportation 05/31/2017 09:52:14
Proposal ID: 20170613031 Project(s): 4085-61-60
Federal ID(s): N/A
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0010 204.0115
Removing Asphaltic Surface Butt Joints SY
104.000
_________._____ _________._____
0020 204.0120
Removing Asphaltic Surface Milling SY
126,042.000
_________._____ _________._____
0030 204.0165
Removing Guardrail LF
200.000
_________._____ _________._____
0040 205.0100
Excavation Common CY
1,464.000
_________._____ _________._____
0050 211.0100
Prepare Foundation for Asphaltic Paving(project) 01. 4085-61-60
LUMP SUM _________._____LS
0060 213.0100
Finishing Roadway (project) 01. 4085-61-60
EACH
1.000
_________._____ _________._____
0070 305.0110
Base Aggregate Dense 3/4-Inch TON
2,172.000
_________._____ _________._____
0080 305.0120
Base Aggregate Dense 1 1/4-Inch TON
551.000
_________._____ _________._____
0090 305.0500
Shaping Shoulders STA
703.000
_________._____ _________._____
0100 312.0110
Select Crushed Material TON
1,580.000
_________._____ _________._____
1.00000
0110 440.4410
Incentive IRI Ride DOL
54,330.000
54,330.00
0120 455.0605
Tack Coat GAL
7,659.000
_________._____ _________._____
1.00000
0130 460.2005
Incentive Density PWL HMA Pavement DOL
10,280.000
10,280.00
1.00000
0140 460.2010
Incentive Air Voids HMA Pavement DOL
15,100.000
15,100.00
0150 460.4110.S
Reheating HMA Pavement LongitudinalJoints
LF
35,861.000
_________._____ _________._____
0160 460.5223
HMA Pavement 3 LT 58-28 S TON
300.000
_________._____ _________._____
Proposal Schedule of Items Page 1 of 5
Wisconsin Department of Transportation 05/31/2017 09:52:14
Proposal ID: 20170613031 Project(s): 4085-61-60
Federal ID(s): N/A
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0170 460.5224
HMA Pavement 4 LT 58-28 S TON
14,800.000
_________._____ _________._____
0190 465.0110
Asphaltic Surface Patching TON
200.000
_________._____ _________._____
0200 465.0475
Asphalt Center Line Rumble Strips 2-Lane Rural
LF
32,990.000
_________._____ _________._____
0210 612.0806
Apron Endwalls for UnderdrainReinforced Concrete 6-Inch
EACH
2.000
_________._____ _________._____
0220 614.0370
Steel Plate Beam Guard EnergyAbsorbing Terminal
EACH
4.000
_________._____ _________._____
0230 618.0100
Maintenance And Repair of Haul Roads(project) 01. 4085-61-60
EACH
1.000
_________._____ _________._____
0240 619.1000
Mobilization EACH
1.000
_________._____ _________._____
0250 624.0100
Water MGAL
40.800
_________._____ _________._____
0260 625.0500
Salvaged Topsoil SY
690.000
_________._____ _________._____
0270 627.0200
Mulching SY
690.000
_________._____ _________._____
0280 628.1504
Silt Fence LF
578.000
_________._____ _________._____
0290 628.1520
Silt Fence Maintenance LF
578.000
_________._____ _________._____
0300 628.1905
Mobilizations Erosion Control EACH
2.000
_________._____ _________._____
0310 628.1910
Mobilizations Emergency Erosion Control EACH
1.000
_________._____ _________._____
0320 628.2002
Erosion Mat Class I Type A SY
6.000
_________._____ _________._____
0330 629.0210
Fertilizer Type B CWT
1.000
_________._____ _________._____
Proposal Schedule of Items Page 2 of 5
Wisconsin Department of Transportation 05/31/2017 09:52:14
Proposal ID: 20170613031 Project(s): 4085-61-60
Federal ID(s): N/A
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0340 630.0130
Seeding Mixture No. 30 LB
13.000
_________._____ _________._____
0350 633.5200
Markers Culvert End EACH
5.000
_________._____ _________._____
0360 634.0614
Posts Wood 4x6-Inch X 14-FT EACH
81.000
_________._____ _________._____
0370 634.0616
Posts Wood 4x6-Inch X 16-FT EACH
9.000
_________._____ _________._____
0380 637.2210
Signs Type II Reflective H SF
516.430
_________._____ _________._____
0390 637.2230
Signs Type II Reflective F SF
168.570
_________._____ _________._____
0400 638.2602
Removing Signs Type II EACH
84.000
_________._____ _________._____
0410 638.3000
Removing Small Sign Supports EACH
89.000
_________._____ _________._____
0420 642.5001
Field Office Type B EACH
1.000
_________._____ _________._____
0430 643.0100
Traffic Control (project) 01. 4085-61-60 EACH
1.000
_________._____ _________._____
0440 643.0310.S
Temporary Portable Rumble Strips LS
1.000
_________._____ _________._____
0450 643.0420
Traffic Control Barricades Type III DAY
24.000
_________._____ _________._____
0460 643.0705
Traffic Control Warning Lights Type A DAY
48.000
_________._____ _________._____
0470 643.0900
Traffic Control Signs DAY
630.000
_________._____ _________._____
0480 643.0910
Traffic Control Covering Signs Type I EACH
2.000
_________._____ _________._____
0490 643.0920
Traffic Control Covering Signs Type II EACH
8.000
_________._____ _________._____
0500 643.1050
Traffic Control Signs PCMS DAY
28.000
_________._____ _________._____
Proposal Schedule of Items Page 3 of 5
Wisconsin Department of Transportation 05/31/2017 09:52:14