wisconsin department of transportation · 2020-05-12 · file name : n:\pds\...\030200_mq.pptx p...
TRANSCRIPT
Wisconsin Department of Transportation
Version 02-2017 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4822 Madison Yards Way, 4th Floor South Madison, WI 53705 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
April 30, 2020
NOTICE TO ALL CONTRACTORS: Proposal #07: 6075-00-74, WISC 2020 242
IH 39 - Arlington Bullen Road to US 51 STH 60 Columbia County
Letting of May 12, 2020 This is Addendum No. 03, which provides for the following: Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity
Revised Quantity
Proposal Total
203.0100 Removing Small Pipe Culverts EA 3 1 4 305.0110 Base Aggregate Dense ¾-Inch TON 80 2 82 305.0120 Base Aggregate Dense 1 ¼-Inch TON 12,395 10 12,405 305.0130 Base Aggregate Dense 3-Inch TON 10,210 15 10,225 416.0160 Concrete Driveway 6-Inch SY 551 336 887 455.0605 Tack Coat GAL 1,880 1 1,881 465.0105 Asphaltic Surface TON 51.8 5.1 56.9
522.2419 Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 19X30-Inch
LF 112 38 150
522.2619 Apron Endwalls for Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 19X30-Inch
EA 5 1 6
628.7555 Culvert Pipe Checks EA 2 1 3 633.5200 Culvert Markers End EA 6 2 8 650.6000 Construction Staking Pipe Culverts EA 2 1 3 690.0150 Sawing Asphalt LF 830 60 890
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
32 Erosion Control (Added missing culvert pipe) 63 Miscellaneous Quantities (Updated Removing Small Pipe Culverts) 66 Miscellaneous Quantities (Updated Base Aggregate and HMA Items) 67 Miscellaneous Quantities (Updated Concrete Driveway 6-Inch) 71 Miscellaneous Quantities (Updated Culvert Pipe Checks) 73 Miscellaneous Quantities (Updated Construction Staking Pipe Culverts) 74 Miscellaneous Quantities (Updated Sawing Asphalt) 79 Plan & Profile (Added Culvert Pipe Replacement)
Added Plan Sheets
Plan Sheet
Plan Sheet Title (brief description of why sheet was added)
13A Construction Details (Added Temporary Trench Backfill STA 459+46 Detail) 33A Erosion Control (Added Erosion Control and Landscaping for Culvert Replacement)
Schedule of Items Attached, dated April 30, 2020, are the revised Schedule of Items Pages 1 – 8. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 32, 63, 66, 67, 71, 73, 74 and 79. Added: 13A and 33A.
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
END OF ADDENDUM
PR
OJE
CT
NO
: 6075-0
0-7
4
HW
Y: S
TH
60
CO
UN
TY
: C
OLU
MB
IA
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
N
:\P
DS
\...
\03
02
00
_m
q.p
ptx
PL
OT
DA
TE
:
Fe
bru
ary
25
, 2
02
0P
LO
T B
Y :
L
.L.B
.P
LO
T N
AM
E :
PL
OT
SC
AL
E : 1
:1
33
20
3.0
10
0
RE
MO
VIN
G
SM
AL
L P
IPE
CU
LV
ER
TS
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NE
AC
HR
EM
AR
KS
00
10
42
5+
56
ST
H 6
02
RE
MO
VE
2 E
XIS
TIN
G 4
4'-
18
"X3
0"
CP
CS
00
10
10
+4
8B
UL
LE
N R
D1
RE
MO
VE
EX
IST
ING
40
'-1
8"X
30
" C
PC
S
00
10
45
9+
46
ST
H 6
01
RE
MO
VE
EX
IST
ING
42
'-1
8"X
30
" C
PC
S
TO
TA
L 0
01
04
20
4 -
RE
MO
VIN
G S
TO
RM
SE
WE
R 20
4.0
24
5.0
12
04
.02
45
.02
20
4.0
24
5.0
32
04
.02
45
.04
RE
MO
VIN
G
ST
OR
M S
EW
ER
(SIZ
E)
(01
. 1
2-
INC
H)
RE
MO
VIN
G
ST
OR
M S
EW
ER
(SIZ
E)
(02
. 1
8-
INC
H)
RE
MO
VIN
G
ST
OR
M S
EW
ER
(SIZ
E)
(03
. 2
4-
INC
H)
RE
MO
VIN
G
ST
OR
M S
EW
ER
(SIZ
E)
(04
. 3
0-
INC
H)
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NL
FL
FL
FL
FR
EM
AR
KS
00
10
42
5+
74
-4
26
+5
11
5' R
T-
-9
5-
00
10
42
6+
51
43
1+
20
15
' RT
--
47
0-
00
10
43
1+
20
-4
32
+0
72
0' R
T-
-9
5-
00
10
43
1+
51
-4
31
+8
44
0' L
T-
35
--
00
10
43
1+
84
-4
31
+9
94
0' L
T-
30
--
00
10
43
1+
99
-4
32
+2
42
6' L
T-
20
--
00
10
43
1+
99
-4
32
+0
7L
T &
RT
--
55
-
00
10
43
7+
10
-4
37
+6
8L
T &
RT
30
0-
10
-
00
10
43
8+
44
-4
38
+5
6L
T &
RT
--
45
00
10
43
8+
56
-4
38
+6
74
0' R
T-
--
20
00
10
43
9+
47
LT
& R
T4
5-
--
TO
TA
L 0
01
03
45
85
72
56
5
20
4.0
10
0
RE
MO
VIN
G
PA
VE
ME
NT
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NS
YR
EM
AR
KS
00
10
42
7+
51
LT
20
00
10
42
7+
51
RT
15
00
10
42
9+
22
LT
10
00
10
42
9+
62
LT
15
00
10
43
0+
60
LT
15
00
10
43
2+
69
LT
3
00
10
43
2+
88
RT
2
00
10
43
3+
14
LT
3
00
10
43
3+
35
RT
1
00
10
43
3+
81
LT
5
00
10
43
4+
05
RT
2
00
10
43
4+
60
LT
4
00
10
43
4+
75
RT
2
00
10
43
8+
80
LT
45
00
10
44
0+
20
LT
20
00
10
44
0+
44
LT
15
00
10
44
1+
57
RT
15
00
10
44
1+
88
LT
15
00
10
44
4+
21
RT
20
00
10
44
4+
62
LT
20
00
10
44
5+
38
RT
15
00
10
44
6+
57
LT
3
00
10
44
7+
61
LT
10
00
10
44
8+
37
LT
15
00
10
44
9+
65
LT
15
00
10
45
0+
80
LT
15
TO
TA
L 0
01
03
20
PR
OJE
CT
NO
: 6075-0
0-7
4
HW
Y: S
TH
60
CO
UN
TY
: C
OLU
MB
IA
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
N
:\P
DS
\...
\03
02
00
_m
q.p
ptx
PL
OT
DA
TE
:
Fe
bru
ary
25
, 2
02
0P
LO
T B
Y :
L
.L.B
.P
LO
T N
AM
E :
PL
OT
SC
AL
E : 1
:1
33
BA
SE
CO
UR
SE
IT
EM
S
30
5.0
11
03
05
.01
20
30
5.0
13
06
45
.02
20
BA
SE
AG
GR
EG
AT
E
DE
NS
E 3
/4-I
NC
H
BA
SE
AG
GR
EG
AT
E
DE
NS
E 1
1/4
-
INC
H
BA
SE
AG
GR
EG
AT
E
DE
NS
E 3
-IN
CH
GE
OG
RID
TY
PE
SR
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NT
ON
TO
NT
ON
SY
RE
MA
RK
S
00
10
42
5+
35
-4
38
+3
2L
T &
RT
55
,10
04
,25
07
,07
0R
OA
D
00
10
43
8+
32
-4
53
+7
6L
T &
RT
-5
,15
04
,35
07
,24
0R
OA
D
00
10
45
3+
55
-4
64
+1
0L
T &
RT
75
--
-
00
10
45
9+
43
45
9+
50
LT
& R
T2
10
15
CU
LV
ER
T R
EP
LA
CE
ME
NT
00
10
42
5+
35
-4
64
+1
0L
T &
RT
-1
80
--
DR
IVE
WA
YS
00
10
42
5+
35
-4
64
+1
0U
ND
IST
RIB
UT
ED
-1
00
--
FO
R T
EM
PO
RA
RY
PE
DE
ST
RIA
N S
UR
FA
CE
TO
TA
L 0
01
08
21
0,5
40
8,6
15
14
,31
0
00
20
42
6+
68
-4
31
+2
4L
T &
RT
-4
30
37
06
10
PA
RK
ING
LA
NE
00
20
43
2+
22
-4
35
+8
5L
T &
RT
-3
70
32
05
30
PA
RK
ING
LA
NE
00
20
43
8+
82
-4
45
+1
0L
T &
RT
-5
80
50
08
20
PA
RK
ING
LA
NE
00
20
44
5+
10
-4
46
+0
3R
T-
45
40
60
PA
RK
ING
LA
NE
00
20
44
6+
03
-4
52
+1
2L
T &
RT
-4
40
38
06
20
PA
RK
ING
LA
NE
TO
TA
L 0
02
00
1,8
65
1,6
10
2,6
40
AS
PH
AL
T I
TE
MS
45
5.0
60
54
60
.62
24
46
5.0
10
54
65
.01
20
TA
CK
CO
AT
HM
A P
AV
EM
EN
T
4 M
T 5
8-2
8 S
AS
PH
AL
TIC
SU
RF
AC
E
AS
PH
AL
TIC
SU
RF
AC
E
DR
IVE
WA
YS
AN
D
FIE
LD
EN
TR
AN
CE
S
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NG
AL
TO
NT
ON
TO
NR
EM
AR
KS
00
10
42
5+
35
-4
38
+3
2L
T &
RT
57
01
,76
0-
-
00
10
43
8+
32
-4
53
+7
6L
T &
RT
56
51
,73
5-
-
00
10
45
3+
76
-4
64
+1
0L
T &
RT
47
57
71
--
00
10
43
1+
85
-4
32
+1
4R
T-
-0
.9-
00
10
43
5+
84
-4
37
+3
4R
T-
-3
1-
00
10
43
7+
00
-4
37
+1
5L
T-
-6
.1-
00
10
43
7+
82
-4
38
+2
0L
T-
-3
.4-
00
10
43
7+
64
-4
38
+3
6R
T-
-4
.9-
00
10
43
8+
28
-4
38
+3
9L
T-
-2
.8-
00
10
43
8+
44
-4
38
+5
9R
T-
-2
.7-
00
10
45
7+
09
-L
T-
--
15
00
10
45
8+
45
-L
T-
--
6.7
00
10
45
9+
43
45
9+
49
LT
& R
T1
-5
.1-
00
10
46
0+
38
-L
T-
--
7.3
00
10
46
0+
89
-L
T-
--
9.6
TO
TA
L 0
01
01
,61
14
,26
65
6.9
38
.6
00
20
42
5+
35
-4
38
+3
2L
T &
RT
12
03
50
--
00
20
43
8+
32
-4
53
+7
6L
T &
RT
15
04
65
--
TO
TA
L 0
02
02
70
81
50
0
PR
OJE
CT
NO
: 6075-0
0-7
4
HW
Y: S
TH
60
CO
UN
TY
: C
OLU
MB
IA
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
N
:\P
DS
\...
\03
02
00
_m
q.p
ptx
PL
OT
DA
TE
:
Fe
bru
ary
25
, 2
02
0P
LO
T B
Y :
L
.L.B
.P
LO
T N
AM
E :
PL
OT
SC
AL
E : 1
:1
33
41
6.0
16
0
CO
NC
RE
TE
DR
IVE
WA
Y 6
-
INC
H
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NS
YR
EM
AR
KS
00
10
42
7+
51
LT
14
00
10
42
7+
51
RT
28
00
10
42
8+
41
RT
40
00
10
42
8+
45
LT
14
00
10
42
9+
22
LT
14
00
10
42
9+
62
LT
14
00
10
42
9+
92
RT
31
00
10
43
0+
60
LT
14
00
10
43
2+
69
LT
8
00
10
43
2+
88
RT
24
00
10
43
3+
14
LT
8
00
10
43
3+
35
RT
24
00
10
43
3+
81
LT
11
00
10
43
4+
05
RT
28
00
10
43
4+
60
LT
8
00
10
43
4+
75
RT
24
00
10
43
5+
99
RT
24
00
10
43
6+
52
RT
44
00
10
43
8+
80
LT
38
00
10
44
0+
20
LT
20
00
10
44
0+
44
LT
20
00
10
44
1+
57
RT
22
00
10
44
1+
98
LT
27
00
10
44
2+
72
LT
19
00
10
44
3+
05
RT
26
00
10
44
3+
58
LT
19
00
10
44
3+
96
LT
27
00
10
44
4+
21
RT
26
00
10
44
4+
32
LT
23
00
10
44
5+
38
RT
21
00
10
44
5+
97
RT
21
00
10
44
6+
57
LT
24
00
10
44
7+
61
LT
24
00
10
44
8+
37
LT
26
00
10
44
9+
09
LT
24
00
10
44
9+
65
LT
27
00
10
44
9+
65
RT
54
00
10
45
0+
80
LT
25
TO
TA
L 0
01
08
87
50
4.0
10
0
CO
NC
RE
TE
MA
SO
NR
Y
CU
LV
ER
TS
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NC
YR
EM
AR
KS
00
10
45
2+
58
LT
0.2
TO
TA
L 0
01
00
.2
51
1.1
10
0
TE
MP
OR
AR
Y
SH
OR
ING
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NS
FR
EM
AR
KS
00
10
43
8+
43
RT
& L
T5
20
TO
TA
L 0
01
05
20
CU
LV
ER
T I
TE
MS
*
52
2.2
41
95
22
.26
19
63
3.5
20
0
INL
ET
DIS
CH
AR
GE
CU
LV
ER
T P
IPE
RE
INF
OR
CE
D
CO
NC
RE
TE
HO
RIZ
ON
TA
L
EL
LIP
TIC
AL
CL
AS
S H
E-I
V
19
X3
0-I
NC
H
AP
RO
N
EN
DW
AL
LS
FO
R
CU
LV
ER
T P
IPE
RE
INF
OR
CE
D
CO
NC
RE
TE
HO
RIZ
ON
TA
L
EL
LIP
TIC
AL
19
X3
0-I
NC
H
MA
RK
ER
S
CU
LV
ER
T E
ND
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NE
LE
VA
TIO
NE
LE
VA
TIO
NS
LO
PE
LF
EA
CH
EA
CH
RE
MA
RK
S
00
10
42
5+
54
LT
& R
T1
04
2.2
31
04
1.6
20
.90
%5
62
2
00
10
42
5+
59
LT
& R
T1
04
2.1
81
04
1.6
20
.82
%5
62
2
00
10
45
9+
46
LT
& R
T1
04
3.2
91
04
3.2
00
.22
%38
22
00
10
UN
DIS
TR
IBU
TE
D-
-2
TO
TA
L 0
01
015
06
8
PR
OJE
CT
NO
: 6075-0
0-7
4
HW
Y: S
TH
60
CO
UN
TY
: C
OLU
MB
IA
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
N
:\P
DS
\...
\03
02
00
_m
q.p
ptx
PL
OT
DA
TE
:
Fe
bru
ary
25
, 2
02
0P
LO
T B
Y :
L
.L.B
.P
LO
T N
AM
E :
PL
OT
SC
AL
E : 1
:1
33
62
4.0
10
0
WA
TE
R
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NM
GA
LR
EM
AR
KS
00
10
42
5+
35
-4
64
+1
0L
T &
RT
23
0
TO
TA
L 0
01
02
30
62
8.1
90
5
MO
BIL
IZA
TIO
NS
ER
OS
ION
CO
NT
RO
L
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NE
AC
HR
EM
AR
KS
00
10
42
5+
35
-4
64
+1
0L
T &
RT
4
TO
TA
L 0
01
04
62
8.1
91
0
MO
BIL
IZA
TIO
NS
EM
ER
GE
NC
Y
ER
OS
ION
CO
NT
RO
L
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NE
AC
HR
EM
AR
KS
00
10
42
5+
35
-4
64
+1
0L
T &
RT
4
TO
TA
L 0
01
04
62
8.7
01
5
INL
ET
PR
OT
EC
TIO
N
TY
PE
C
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NE
AC
HR
EM
AR
KS
00
10
42
6+
30
59
' RT
1
00
10
42
6+
30
49
' RT
1
00
10
42
6+
55
19
' LT
1
00
10
43
1+
20
19
' RT
1
00
10
43
1+
20
19
' LT
1
00
10
43
1+
50
36
' LT
1
00
10
43
1+
85
40
' LT
1
00
10
43
2+
25
20
.5' R
T1
00
10
43
2+
25
21
.5' L
T1
00
10
43
2+
33
20
.5' R
T1
00
10
43
2+
33
21
.5' L
T1
00
10
43
3+
35
21
.5' L
T1
00
10
43
7+
08
22
.4' R
T1
00
10
43
7+
08
35
.1' L
T1
00
10
43
7+
17
69
' LT
1
00
10
43
7+
34
63
' RT
1
00
10
43
7+
64
37
' LT
1
00
10
43
7+
66
52
' RT
1
00
10
43
9+
20
19
' LT
1
00
10
43
9+
47
19
' RT
1
00
10
43
9+
88
19
' LT
1
00
10
43
9+
98
19
' RT
1
00
10
43
9+
98
19
' LT
1
00
10
44
1+
80
19
' RT
1
00
10
45
2+
58
21
' LT
1
TO
TA
L 0
01
02
5
62
8.7
50
4
TE
MP
OR
AR
Y
DIT
CH
CH
EC
KS
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NL
FR
EM
AR
KS
00
10
42
5+
35
-4
25
+9
5R
T2
0
00
10
43
8+
37
-4
38
+8
0R
T1
0
00
10
UN
DIS
TR
IBU
TE
D3
0
TO
TA
L 0
01
06
0
62
8.7
55
5
CU
LV
ER
T P
IPE
CH
EC
KS
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NE
AC
HR
EM
AR
KS
00
10
42
5+
52
-4
25
+6
2L
T2
00
10
45
9+
46
LT
1
TO
TA
L 0
01
03
PR
OJE
CT
NO
: 6075-0
0-7
4
HW
Y: S
TH
60
CO
UN
TY
: C
OLU
MB
IA
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
N
:\P
DS
\...
\03
02
00
_m
q.p
ptx
PL
OT
DA
TE
:
Fe
bru
ary
25
, 2
02
0P
LO
T B
Y :
L
.L.B
.P
LO
T N
AM
E :
PL
OT
SC
AL
E : 1
:1
33
64
6-P
AV
EM
EN
T M
AR
KIN
G
64
6.3
02
06
46
.53
20
64
6.6
12
06
46
.74
20
MA
RK
ING
LIN
E
EP
OX
Y 8
-IN
CH
MA
RK
ING
RA
ILR
OA
D
CR
OS
SIN
GS
EP
OX
Y
MA
RK
ING
ST
OP
LIN
E E
PO
XY
18
-
INC
H
MA
RK
ING
CR
OS
SW
AL
K
EP
OX
Y
TR
AN
SV
ER
SE
LIN
E 6
-IN
CH
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NL
FE
AC
HL
FL
FR
EM
AR
KS
(YE
LL
OW
)(W
HIT
E)
(WH
ITE
)
00
10
42
5+
00
-4
64
+1
0S
TH
60
7,7
70
6,5
50
14
02
13
38
0
TO
TA
L 0
01
01
40
21
33
80
64
6.1
02
0
MA
RK
ING
LIN
E E
PO
XY
4-I
NC
H
14
,32
0
LF
65
0-C
ON
ST
RU
CT
ION
ST
AK
ING
65
0.4
00
06
50
.45
00
65
0.5
00
06
50
.55
00
65
0.6
00
06
50
.80
00
65
0.9
00
06
50
.99
20
CO
NS
TR
UC
TIO
N
ST
AK
ING
ST
OR
M
SE
WE
R
CO
NS
TR
UC
TIO
N
ST
AK
ING
SU
BG
RA
DE
CO
NS
TR
UC
TIO
N
ST
AK
ING
BA
SE
CO
NS
TR
UC
TIO
N
ST
AK
ING
CU
RB
GU
TT
ER
AN
D
CU
RB
& G
UT
TE
R
CO
NS
TR
UC
TIO
N
ST
AK
ING
PIP
E
CU
LV
ER
TS
CO
NS
TR
UC
TIO
N
ST
AK
ING
RE
SU
RF
AC
ING
RE
FE
RE
NC
E
CO
NS
TR
UC
TIO
N
ST
AK
ING
CU
RB
RA
MP
S
CO
NS
TR
UC
TIO
N
ST
AK
ING
SL
OP
E
ST
AK
ES
CA
TE
GO
RY
ST
AT
ION
TO
ST
AT
ION
LO
CA
TIO
NE
AC
HL
FL
FL
FE
AC
HL
FE
AC
HL
FR
EM
AR
KS
00
10
42
5+
35
-4
64
+1
0S
TH
60
32
2,8
41
2,8
41
5,8
66
31
,03
42
61
10
TO
TA
L 0
01
03
22
,84
12
,84
15
,86
63
1,0
34
26
11
0
PR
OJE
CT
NO
: 6075-0
0-7
4
HW
Y: S
TH
60
CO
UN
TY
: C
OLU
MB
IA
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SS
HE
ET
:E
FIL
E N
AM
E :
N
:\P
DS
\...
\03
02
00
_m
q.p
ptx
PL
OT
DA
TE
:
Fe
bru
ary
25
, 2
02
0P
LO
T B
Y :
L
.L.B
.P
LO
T N
AM
E :
PL
OT
SC
AL
E : 1
:1
33
69
0.0
15
0
SA
WIN
G
AS
PH
AL
T
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NL
FR
EM
AR
KS
00
10
42
5+
35
ST
H 6
04
0
00
10
9+
19
CT
H I
49
00
10
10
+6
3B
UL
LE
N R
D2
9
00
10
9+
55
PA
RK
ST
31
00
10
10
+5
0P
AR
K S
T3
2
00
10
43
2+
00
ST
H 6
0 R
T3
3
00
10
43
6+
60
ST
H 6
0 R
T1
85
00
10
43
7+
05
ST
H 6
0 L
T5
8
00
10
9+
35
CO
MM
ER
CIA
L S
T3
2
00
10
10
+9
2C
OM
ME
RC
IAL
ST
36
00
10
43
7+
93
ST
H 6
0 R
T7
1
00
10
10
+5
0B
UE
NA
VIS
TA
DR
32
00
10
9+
05
DE
LM
ON
TE
RD
36
00
10
10
+7
9D
EL
MO
NT
E R
D3
6
00
10
45
7+
10
ST
H 6
0 L
T3
1
00
10
45
8+
45
ST
H 6
0 L
T2
8
00
10
45
9+
46
ST
H 6
06
0
00
10
46
0+
38
ST
H 6
0 L
T1
3
00
10
46
1+
00
ST
H 6
0 L
T2
5
00
10
46
4+
10
ST
H 6
03
3
TO
TA
L 0
01
08
90
69
0.0
25
0
SA
WIN
G
CO
NC
RE
TE
CA
TE
GO
RY
ST
AT
ION
LO
CA
TIO
NL
FR
EM
AR
KS
00
10
42
6+
48
ST
H 6
0 R
T4
00
10
43
1+
42
ST
H 6
0 R
T4
00
10
43
1+
95
ST
H 6
0 L
T4
00
10
9+
55
PA
RK
ST
LT
3
00
10
9+
55
PA
RK
ST
RT
3
00
10
10
+5
0P
AR
K S
T L
T3
00
10
10
+5
0P
AR
K S
T R
T3
00
10
9+
35
CO
MM
ER
CIA
L S
T L
T3
00
10
10
+9
2C
OM
ME
RC
IAL
ST
LT
3
00
10
10
+9
2C
OM
ME
RC
IAL
ST
RT
3
00
10
10
+5
0B
UE
NA
VIS
TA
DR
LT
3
00
10
10
+5
0B
UE
NA
VIS
TA
DR
RT
3
00
10
9+
05
DE
LM
ON
TE
RD
LT
3
00
10
9+
05
DE
LM
ON
TE
RD
RT
3
00
10
10
+7
9D
EL
MO
NT
E R
D L
T3
00
10
10
+7
9D
EL
MO
NT
E R
D R
T3
00
10
45
2+
58
ST
H 6
0 L
T1
0
TO
TA
L 0
01
06
1
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0002 203.0100Removing Small Pipe Culverts EACH
4.000_________._____ _________._____
0004 204.0100Removing Pavement SY
320.000_________._____ _________._____
0006 204.0110Removing Asphaltic Surface SY
941.000_________._____ _________._____
0008 204.0120Removing Asphaltic Surface Milling SY
3,450.000_________._____ _________._____
0010 204.0150Removing Curb & Gutter LF
5,188.000_________._____ _________._____
0012 204.0155Removing Concrete Sidewalk SY
185.000_________._____ _________._____
0014 204.0210Removing Manholes EACH
3.000_________._____ _________._____
0016 204.0220Removing Inlets EACH
13.000_________._____ _________._____
0018 204.0245Removing Storm Sewer (size) 01. 12-Inch
LF345.000
_________._____ _________._____
0020 204.0245Removing Storm Sewer (size) 02. 18-Inch
LF85.000
_________._____ _________._____
0022 204.0245Removing Storm Sewer (size) 03. 24-Inch
LF725.000
_________._____ _________._____
0024 204.0245Removing Storm Sewer (size) 04. 30-Inch
LF65.000
_________._____ _________._____
0026 205.0100Excavation Common CY
13,937.000_________._____ _________._____
0028 211.0400Prepare Foundation for AsphalticShoulders
STA19.000
_________._____ _________._____
0030 213.0100Finishing Roadway (project) 01. 6075-00-74
EACH1.000
_________._____ _________._____
Proposal Schedule of Items Page 1 of 8
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0032 305.0110Base Aggregate Dense 3/4-Inch TON
82.000_________._____ _________._____
0034 305.0120Base Aggregate Dense 1 1/4-Inch TON
12,405.000_________._____ _________._____
0036 305.0130Base Aggregate Dense 3-Inch TON
10,225.000_________._____ _________._____
0038 416.0160Concrete Driveway 6-Inch SY
887.000_________._____ _________._____
0040 455.0605Tack Coat GAL
1,881.000_________._____ _________._____
1.000000042 460.2000
Incentive Density HMA Pavement DOL3,260.000
3,260.00
0044 460.6224HMA Pavement 4 MT 58-28 S TON
5,081.000_________._____ _________._____
0046 465.0105Asphaltic Surface TON
56.900_________._____ _________._____
0048 465.0120Asphaltic Surface Driveways and FieldEntrances
TON38.600
_________._____ _________._____
0050 504.0100Concrete Masonry Culverts CY
0.200_________._____ _________._____
0052 511.1100Temporary Shoring SF
520.000_________._____ _________._____
0054 520.1012Apron Endwalls for Culvert Pipe 12-Inch EACH
1.000_________._____ _________._____
0056 520.1024Apron Endwalls for Culvert Pipe 24-Inch EACH
1.000_________._____ _________._____
0058 520.8000Concrete Collars for Pipe EACH
3.000_________._____ _________._____
0060 522.2419Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 19x30-Inch
LF150.000
_________._____ _________._____
Proposal Schedule of Items Page 2 of 8
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0062 522.2619Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical19x30-Inch
EACH6.000
_________._____ _________._____
0064 601.0205Concrete Gutter 24-Inch LF
75.000_________._____ _________._____
0066 601.0411Concrete Curb & Gutter 30-Inch Type D LF
5,791.000_________._____ _________._____
0068 601.0600Concrete Curb Pedestrian LF
36.000_________._____ _________._____
0070 602.0405Concrete Sidewalk 4-Inch SF
6,265.000_________._____ _________._____
0072 602.0505Curb Ramp Detectable Warning FieldYellow
SF280.000
_________._____ _________._____
0074 602.0605Curb Ramp Detectable Warning FieldRadial Yellow
SF37.000
_________._____ _________._____
0076 608.0312Storm Sewer Pipe Reinforced ConcreteClass III 12-Inch
LF5.000
_________._____ _________._____
0078 608.0324Storm Sewer Pipe Reinforced ConcreteClass III 24-Inch
LF8.000
_________._____ _________._____
0080 608.0412Storm Sewer Pipe Reinforced ConcreteClass IV 12-Inch
LF546.000
_________._____ _________._____
0082 608.0424Storm Sewer Pipe Reinforced ConcreteClass IV 24-Inch
LF8.000
_________._____ _________._____
0084 608.0524Storm Sewer Pipe Reinforced ConcreteClass V 24-Inch
LF72.000
_________._____ _________._____
0086 608.2414Storm Sewer Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 14x23-Inch
LF581.000
_________._____ _________._____
Proposal Schedule of Items Page 3 of 8
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0088 608.2419Storm Sewer Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 19x30-Inch
LF562.000
_________._____ _________._____
0090 611.0530Manhole Covers Type J EACH
4.000_________._____ _________._____
0092 611.0545Manhole Covers Type L EACH
1.000_________._____ _________._____
0094 611.0624Inlet Covers Type H EACH
11.000_________._____ _________._____
0096 611.0639Inlet Covers Type H-S EACH
14.000_________._____ _________._____
0098 611.2005Manholes 5-FT Diameter EACH
3.000_________._____ _________._____
0100 611.2006Manholes 6-FT Diameter EACH
3.000_________._____ _________._____
0102 611.3004Inlets 4-FT Diameter EACH
7.000_________._____ _________._____
0104 611.3230Inlets 2x3-FT EACH
17.000_________._____ _________._____
0106 611.8110Adjusting Manhole Covers EACH
14.000_________._____ _________._____
0108 618.0100Maintenance And Repair of Haul Roads(project) 01. 6075-00-74
EACH1.000
_________._____ _________._____
0110 619.1000Mobilization EACH
1.000_________._____ _________._____
0112 624.0100Water MGAL
230.000_________._____ _________._____
0114 625.0100Topsoil SY
3,350.000_________._____ _________._____
0116 627.0200Mulching SY
3,350.000_________._____ _________._____
0118 628.1905Mobilizations Erosion Control EACH
4.000_________._____ _________._____
Proposal Schedule of Items Page 4 of 8
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0120 628.1910Mobilizations Emergency Erosion Control EACH
4.000_________._____ _________._____
0122 628.7015Inlet Protection Type C EACH
25.000_________._____ _________._____
0124 628.7504Temporary Ditch Checks LF
60.000_________._____ _________._____
0126 628.7555Culvert Pipe Checks EACH
3.000_________._____ _________._____
0128 629.0210Fertilizer Type B CWT
2.000_________._____ _________._____
0130 630.0130Seeding Mixture No. 30 LB
63.000_________._____ _________._____
0132 630.0200Seeding Temporary LB
57.000_________._____ _________._____
0134 630.0500Seed Water MGAL
75.000_________._____ _________._____
0136 633.5200Markers Culvert End EACH
8.000_________._____ _________._____
0138 642.5001Field Office Type B EACH
1.000_________._____ _________._____
0140 643.0300Traffic Control Drums DAY
70.000_________._____ _________._____
0142 643.0410Traffic Control Barricades Type II DAY
1,257.000_________._____ _________._____
0144 643.0420Traffic Control Barricades Type III DAY
5,153.000_________._____ _________._____
0146 643.0705Traffic Control Warning Lights Type A DAY
10,037.000_________._____ _________._____
0148 643.0900Traffic Control Signs DAY
31,734.000_________._____ _________._____
0150 643.0910Traffic Control Covering Signs Type I EACH
4.000_________._____ _________._____
0152 643.0920Traffic Control Covering Signs Type II EACH
23.000_________._____ _________._____
Proposal Schedule of Items Page 5 of 8
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0154 643.1050Traffic Control Signs PCMS DAY
14.000_________._____ _________._____
0156 643.5000Traffic Control EACH
1.000_________._____ _________._____
0158 644.1420Temporary Pedestrian Surface Plywood SF
4,020.000_________._____ _________._____
0160 644.1601Temporary Pedestrian Curb Ramp DAY
622.000_________._____ _________._____
0162 644.1810Temporary Pedestrian Barricade LF
120.000_________._____ _________._____
0164 645.0220Geogrid Type SR SY
16,950.000_________._____ _________._____
0166 646.1020Marking Line Epoxy 4-Inch LF
14,320.000_________._____ _________._____
0168 646.3020Marking Line Epoxy 8-Inch LF
140.000_________._____ _________._____
0170 646.5320Marking Railroad Crossings Epoxy EACH
2.000_________._____ _________._____
0172 646.6120Marking Stop Line Epoxy 18-Inch LF
13.000_________._____ _________._____
0174 646.7420Marking Crosswalk Epoxy TransverseLine 6-Inch
LF380.000
_________._____ _________._____
0176 649.0150Temporary Marking Line RemovableTape 4-Inch
LF64.000
_________._____ _________._____
0178 650.4000Construction Staking Storm Sewer EACH
32.000_________._____ _________._____
0180 650.4500Construction Staking Subgrade LF
2,841.000_________._____ _________._____
0182 650.5000Construction Staking Base LF
2,841.000_________._____ _________._____
0184 650.5500Construction Staking Curb Gutter andCurb & Gutter
LF5,866.000
_________._____ _________._____
Proposal Schedule of Items Page 6 of 8
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0186 650.6000Construction Staking Pipe Culverts EACH
3.000_________._____ _________._____
0188 650.8000Construction Staking ResurfacingReference
LF1,034.000
_________._____ _________._____
0190 650.9000Construction Staking Curb Ramps EACH
26.000_________._____ _________._____
0192 650.9910Construction Staking SupplementalControl (project) 01. 6075-00-74
LUMP SUM _________._____LS
0194 650.9920Construction Staking Slope Stakes LF
110.000_________._____ _________._____
0196 690.0150Sawing Asphalt LF
890.000_________._____ _________._____
0198 690.0250Sawing Concrete LF
61.000_________._____ _________._____
1.000000200 740.0440
Incentive IRI Ride DOL2,935.606
2,935.61
0202 SPV.0060Special 01. Adjusting Water Valve Boxes EACH
26.000_________._____ _________._____
0204 634.0614Posts Wood 4x6-Inch X 14-FT EACH
18.000_________._____ _________._____
0206 634.0616Posts Wood 4x6-Inch X 16-FT EACH
16.000_________._____ _________._____
0208 634.0618Posts Wood 4x6-Inch X 18-FT EACH
2.000_________._____ _________._____
0210 634.0620Posts Wood 4x6-Inch X 20-FT EACH
2.000_________._____ _________._____
0212 637.2210Signs Type II Reflective H SF
232.800_________._____ _________._____
0214 637.2230Signs Type II Reflective F SF
23.200_________._____ _________._____
0216 638.2102Moving Signs Type II EACH
3.000_________._____ _________._____
Proposal Schedule of Items Page 7 of 8
Wisconsin Department of Transportation 04/30/2020 11:41:37
Proposal ID: 20200512007 Project(s): 6075-00-74Federal ID(s): WISC 2020242
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0218 638.2602Removing Signs Type II EACH
32.000_________._____ _________._____
0220 638.3000Removing Small Sign Supports EACH
35.000_________._____ _________._____
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 8 of 8