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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
March 5, 2018
NOTICE TO ALL CONTRACTORS: Proposal #29: 1517-75-73, WISC 2018 157
USH 10 – USH 10/STH 441 County CB – Oneida Street USH 10 Winnebago County
1517-75-79, WISC 2018 158 USH 10 – USH 10/STH 441 County CB – Oneida Street USH 10 Winnebago County
Letting of March 13, 2018 This is Addendum No. 02, which provides for the following: Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
201.0105 Clearing STA 150 6 156 201.0205 Grubbing STA 150 6 156 205.0100 Common Excavation CY 408,513 34,750 443,263
522.1036 Apron Endwalls for Culvert Pipe Reinforced Concrete 36-Inch
Each 11 -1 10
628.7504 Temporary Ditch Checks LF 1501 80 1581 635.0200 Sign Support Structural Steel HS LB 2756 293 3049 636.0100 Sign Support Concrete Masonry CY 409.0 1.6 410.6 636.0500 Sign Support Steel Reinforcement LB 340 98 438
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
638.2101 Moving Signs Type I Each 0 1 1 638.4100 Moving Structural Steel Sign Supports Each 0 2 2
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
84 & 85 1517-75-73 Construction Detail at Fill Site adding Sign work and erosion control 319-323 1517-75-73 Permanent Signing w/ Speed Limit Sign Revisions
823 1517-75-73 Clearing and Grubbing table to add work at Fill site
829 1517-75-73 Common Excavation quantity modification to account for clay liner excavation 841 1517-75-73 Apron Endwall MQ modified to remove duplicate endwall 867 1517-75-73 Erosion Control MQ modified for work at Fill Site
875-877 1517-75-73 Permanent signing MQ modified for work at Fill Site and for Speed limit change
1184 1517-75-73 Structures N-70-121, 130, 131, 140 – added correct bracket needed for Fire Hydrant and addresses to put on the sign
Schedule of Items Attached, dated March 5, 2018, are the revised Schedule of Items Pages 1, 2, 6, 13, 14, and 33. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 84, 85, 319-323, 823, 829, 841, 867, 875-877 and 1184.
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
E
22
E
22
201.0105
201.0205
CLEARING
GRUBBING
CATEGORY
ROADWAY
STATION
TO
STATION
OFFSET
STA
STA
1000
STAGE 3A
STH 441 SB/USH 10 WB
294WB+14
-340WB+62
LT
47
47
STAGE 3A SUBTOTAL
47
47
STAGE 4A
STH 441 SB/USH 10 WB
266WB+50
-268WB+50
LT
22
STH 441 SB/USH 10 WB
275WB+00
-276WB+00
LT
11
APPLETON RD NW RAMP
1281ANW+13
-1283ANW+06
LT
22
APPLETON RD SE RAMP
1290ASE+91
-1292ASE+78
RT
22
APPLETON RD SE RAMP
1295ASE+72
-1302ASE+79
RT
77
STH 441 NB/USH 10 EB
315EB-38
-316EB+49
RT
22
STH 441 NB/USH 10 EB
317EB+40
-317EB+99
RT
11
STH 441 NB/USH 10 EB
318EB+69
-323EB+50
RT
55
STH 441 NB/USH 10 EB
325EB+57
-338EB+30
RT
13
13
STAGE 4A SUBTOTAL
35
35
PROJECT 1517-75-73 TOTAL
82
82
CLEARING
&GRUBBING
203.0100
REMOVING SMALL
CULVERT PIPES
CATEGORY
ROADWAY
STATION
TO
STATION
OFFSET
EACH
REMARKS
1000
STAGE 3A
STH 441 SB/USH 10 WB
297WB+77
-297WB+77
L/R
112" CMCP
STH 441 SB/USH 10 WB
309WB+75
-309WB+75
L/R
112" CMCP
STH 441 SB/USH 10 WB
314WB+75
-314WB+75
L/R
112" CMCP
STH 441 SB/USH 10 WB
319WB+75
-319WB+75
L/R
112" CMCP
STAGE 3A SUBTOTAL
4
STAGE 4A
STH 441 NB/USH 10 EB
273WB+26
-273WB+26
L/R
118" RCCP
STH 441 NB/USH 10 EB
309EB+20
-309EB+20
L/R
112' CMCP
STH 441 NB/USH 10 EB
311EB+25
-311EB+25
L/R
118" RCCP
STH 441 NB/USH 10 EB
314EB+25
-314EB+25
L/R
112" CMCP
STH 441 NB/USH 10 EB
318EB+25
-318EB+25
L/R
118" RCCP
STH 441 NB/USH 10 EB
320EB+25
-320EB+25
L/R
112" CMCP
STH 441 NB/USH 10 EB
326EB+70
-326EB+70
L/R
118" RCCP
STH 441 NB/USH 10 EB
326EB+75
-326EB+75
L/R
112" CMCP
STAGE 4A SUBTOTAL
8
PROJECT 1517-75-73 TOTAL
12
REMOVING
SMALL
CULVERT
PIPES
204.0165
REMOVING
GAURDRAIL
CATEGORY
ROADWAY
STATION
TO
STATION
OFFSET
LF
1000
STAGE 3A
STH 441 SB/USH 10 WB
290WB+02
-292WB+65
LT
263
STH 441 SB/USH 10 WB
342WB+31
-345WB+89
LT
358
STH 441 NB/USH 10 EB
370EB+01
-371EB+42
LT
292
STAGE 3A SUBTOTAL
913
STAGE 4A
STH 441 NB/USH 10 EB
337EB+11
-340EB+69
RT
357
STAGE 4A SUBTOTAL
357
PROJECT 1517-75-73 TOTAL
1270
REMOVING
GUARDRAIL
204.0170
REMOVING
FENCE
CATEGORY
ROADWAY
STATION
TO
STATION
OFFSET
LF
1000
STAGE 3A
STH 441 SB/USH 10 WB
294WB+15
-340WB+50
LT
4725
STAGE 3A SUBTOTAL
4725
STAGE 4A
STH 441 SB/USH 10 WB
245WB+64
-259WB+55
LT
1810
STH 441 NB/USH 10 EB
290EB+50
-321EB+77
RT
3155
STH 441 NB/USH 10 EB
321EB+77
-322EB+71
RT
112
STH 441 NB/USH 10 EB
339EB+48
-340EB+88
RT
158
STAGE 4A SUBTOTAL
5235
PROJECT 1517-75-73 TOTAL
9960
REMOVING
FENCE
WIS
441
&C
TH
OO
FIL
LS
ITE
414+
00-
420+
006
6
8888
**A
DD
ITIO
NA
LQ
UA
NT
ITIE
SS
HO
WN
ELS
EW
HE
RE
****
Cat
egor
yD
ivis
ion
From
/To
Sta
tion
Loca
tion
Com
mon
Ex
cava
tion
(1
)(it
em #
20
5.01
00)
Sal
vage
d/U
nusa
ble
Pav
emen
t M
ater
ial (
CY
) (4
)
Ava
ilabl
e M
ater
ial (
CY
)
(5)
Fill
(CY
)
Roa
dway
Em
bank
men
t (C
Y)
(6)
Mas
s O
rdin
ate
+/-
(7
)
Cut
(C
Y)
(2
)EB
S (
CY
) (3
)(it
em #
SP
V.00
35.0
01)
520.8000
521.1018
522.1012
522.1018
522.1024
522.1036
522.1060
522.2658
CONCRETE COLLARS
FOR PIPE
APRON ENDWALLS FOR
CULVERT PIPE STEEL
18-INCH
APRON ENDWALLS FOR CULVERT
PIPE REINFORCED CONCRETE 12-
INCH
APRON ENDWALLS FOR CULVERT
PIPE REINFORCED CONCRETE 18-
INCH
APRON ENDWALLS FOR CULVERT
PIPE REINFORCED CONCRETE 24-
INCH
APRON ENDWALLS FOR CULVERT
PIPE REINFORCED CONCRETE 36-
INCH
APRON ENDWALLS FOR CULVERT
PIPE REINFORCED CONCRETE
60-INCH
APRON ENDWALLS FOR CULVERT
PIPE REINFORCED CONCRETE
HORIZONTAL ELLIPTICAL
58X91-INCH
CATEGORY
STRUCTURE NUMBER
STATION
OFFSET
INVERT
ELEVATION (FT)
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
REMARKS
1000
STAGE 1
101
302EB+95
28.9 LT
802.00
1-
--
1-
--
102
309EB+25
19.1 LT
802.73
1-
1-
--
--
103
311EB+24
20.0 LT
800.30
1-
-1
--
--
104
314EB+24
20.0 LT
800.62
1-
-1
--
--
105
318EB+25
20.0 LT
797.97
1-
-1
--
--
106
320EB+26
20.0 LT
800.41
1-
-1
--
--
107
326EB+75
20.0 LT
798.68
1-
-1
--
--
109
369EB+58
22.5 LT
808.11
--
1-
--
--
109A
371EB+97
22.2 LT
809.02
--
1-
--
--
401EB+72
50.1 LT
811.75
-1
--
--
--
403EB+55
18.9 LT
813.94
-1
--
--
--
403EB+92
21.8 LT
811.02
-1
--
--
--
STAGE 1 SUBTOTAL
73
35
10
00
STAGE 3
715
291WB+99
66.9 LT
801.27
--
--
1-
--
716
295WB+99
76.0 LT
796.80
--
--
1-
--
AEW 2
1298ANE+53
80.8 LT
796.00
--
--
-1
--
AEW 1
1298ANE+61
117.9 LT
797.49
--
--
-1
--
717
311WB+95
68.1 LT
796.63
--
--
1-
--
718
320WB+80
81.7 LT
794.00
--
--
1-
--
P102A
322WB+12
208.5 LT
792.00
--
--
-1
--
P101A
323WB+61
110.3 LT
792.75
--
--
-1
--
P103A
330TNW+47
474.1 LT
795.50
--
--
-1
--
P103B
330TNW+36
431.1 LT
792.00
--
--
-1
--
721
324WB+04
85.0 LT
794.02
--
--
1-
--
AEW 5
329TNW+69
84.3 LT
794.50
--
--
1-
--
D100
330TNW+15
198.1 LT
791.00
--
--
--
-1
722
332TNW+84
73.5 LT
799.15
--
--
1-
--
322EB+65.5
25.5 LT
EXISTING
-1
--
--
--
327EB+42.0
27.0 LT
EXISTING
-1
--
--
--
394EB+01
31.7 LT
814.54
-1
--
--
--
398EB+54
46.6 LT
812.95
-1
--
--
--
443EB+01
15.6 LT
814.12
-1
--
--
--
STAGE 3 SUBTOTAL
05
00
76
01
STAGE 4
400
229MSE+25
37.1 RT
760.28
--
-1
--
--
410
231MSE+50
40.0 RT
757.00
--
1-
--
--
420
237MSE+72
37.1 RT
765.50
--
1-
--
--
531
244MNW+10
80.2 LT
758.16
--
--
1-
--
530
244MNW+70
27.7 RT
762.05
--
--
1-
--
550
247MNW+86
393.4 LT
756.00
--
--
--
1-
540
269WB+50
69.6 LT
778.56
--
--
-1
--
AEW 6
322EB+12
135.7 RT
795.78
--
--
-1
--
AEW 3
322EB+17
89.0 RT
795.85
--
--
-1
--
AEW 7
322EB+19
135.8 RT
795.63
--
--
-1
--
AEW 4
322EB+23
89.6 RT
795.75
--
--
-1
--
722O
330TSW+95
49.7 RT
802.67
--
-1
--
--
722M
340EB+63
63.7 RT
812.80
--
-1
--
--
VARIES
-2
--
--
1-
STAGE 4 SUBTOTAL
02
23
25
20
PROJECT 1517-75-73 TOTAL
710
58
10
11
21
APRON
ENDWALLS
STH 441 & CTH OO FILL SITE
10
5
606.0200
628.1504
628.1520
628.7005
628.7010
628.7504
628.7555
645.0120
645.0130
RIPRAP
MEDIUM
SILT
FENCE
SILT FENCE
MAINTENANCE
INLET
PROTECTION
TYPE A
INLET
PROTECTION
TYPE B
TEMPORARY
DITCH
CHECKS
CULVERT
PIPE
CHECKS
GEOTEXTILE
TYPE HR
GEOTEXTILE
TYPE R
CATEGORY
ROADWAY
STATION
TO
STATION
OFFSET
CY
LF
LF
EACH
EACH
LF
EACH
SY
SY
REMARKS
1000
STAGE 4B
APPLETON RD SE RAMP
1292ASE+16
-1292ASE+16
LT
--
--
-35
--
-
APPLETON RD SE RAMP
1293ASE+46
-1293ASE+43
LT
--
--
-25
--
-
APPLETON RD SE RAMP
1294ASE+90
-1294ASE+90
LT
--
--
-20
--
-
APPLETON RD SE RAMP
1296ASE+40
-1296ASE+40
LT
--
--
-20
--
-
APPLETON RD SE RAMP
1292ASE+54
-1292ASE+54
RT
--
--
-20
--
-
APPLETON RD SE RAMP
1293ASE+87
-1293ASE+87
RT
--
--
-20
--
-
APPLETON RD SE RAMP
1295ASE+02
-1295ASE+02
RT
--
--
-20
--
-
APPLETON RD SE RAMP
1296ASE+68
-1296ASE+68
RT
--
--
-20
--
-
ONEIDA ST/USH 10 SW RAMP
336TSW+77
-336TSW+77
RT
--
--
-20
--
-
ONEIDA ST/USH 10 SW RAMP
337TSW+30
-337TSW+30
LT
--
--
-20
--
-
UNDISTRIBUTED
--
--
-55
--
-
STAGE 4B SUBTOTAL
00
00
0275
00
0
PROJECT 1517-75-73 TOTAL
195
9669
9669
33
249
1414
132
326
80
EROSION
CONTROL
(CONTINUED)
WIS
441
&C
TH
OO
FIL
LS
ITE
80 355
1494
PR
OJE
CT
NO
: 151
7-75
-73
HW
Y: U
SH
10
CO
UN
TY
: WIN
NE
BA
GO
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 :
__
__
__
__
__
__
__
__
__
_P
LO
T B
Y :
__
__
__
__
__
__
__
__
__
_P
LO
T N
AM
E :
__
__
__
__
__
__
__
_P
LO
T S
CA
LE
: 1
:1
33
ERECTION OF TYPE II SIGNS AND SUPPORTS
637.2210
637.2230
634.0614
634.0616
634.0808
SIGNS
SIGNS
POSTS
POSTS
POSTS
TYPE II
TYPE II
WOOD
WOOD
TUBULAR STEEL
SIGN
SIGN
REFLECTIVE H
REFLECTIVE F
4x6x14
4x6x16
2x2x8
NO.
LOCATION
CODE
S.F.
S.F.
EACH
EACH
EACH
REMARKS
1USH 10/STH 441, W. OF MIDWAY RD
R2-1
48"
X60"
20.00
---
---
2---
65 MPH
2"
J4-2
72"
X54"
27.00
---
---
2---
SEE PLAN SHEET
3MIDWAY RD EB OFF RAMP
E5-1A
108"
X60"
45.00
---
---
2---
EXIT 289B
4"
W3-1
36"
X36"
9.00
---
1---
5"
D1-60
84"
X24"
14.00
---
---
2---
SEE SIGN DETAILS
6"
J13-1
24"
X57"
9.50
---
---
1---
SEE PLAN SHEET
7"
R3-8
36"
X30"
7.50
---
1---
---
8"
R3-8
36"
X30"
7.50
---
1---
---
9"
R5-1A
36"
X24"
6.00
---
---
---
---
MOUNT TO BACK OF SIGN 8
10
"R5-1A
36"
X24"
6.00
---
---
---
---
MOUNT TO BACK OF SIGN 7
11
USH 10/STH 441, W. OF MIDWAY RD
D10-5
21"
X60"
8.75
---
---
---
---
MILE 289.6
12
"D10-5
21"
X60"
8.75
---
1---
---
MILE 289.6, MOUNT TO BACK OF SIGN 11
13
"W4-3
48"
X48"
16.00
---
2---
14
USH 10/STH 441, E. OF MIDWAY RD
D10-5
21"
X60"
8.75
---
1---
---
MILE 289.8
15
"D10-5
21"
X60"
8.75
---
---
---
---
MILE 289.8, MOUNT TO BACK OF SIGN 14
16
MIDWAY RD WB OFF RAMP
R5-1A
36"
X24"
6.00
---
1---
---
17
"R5-1A
36"
X24"
6.00
---
1---
---
18
"R3-8
36"
X30"
7.50
---
---
---
---
MOUNT TO BACK OF SIGN 17
19
"J13-1
24"
X45"
7.50
---
---
1---
SEE PLAN SHEET
20
"R3-8
36"
X30"
7.50
---
---
---
---
MOUNT TO BACK OF SIGN 16
20A
"D1-60
84"
X24"
14.00
---
---
2---
SEE SIGN DETAILS
20B
"W3-1
36"
X36"
9.00
---
1---
20C
"E5-1A
108"
X60"
45.00
---
---
2---
EXIT 289B
21
USH 10/STH 441, W. OF APPLETON RD
R2-1
48"
X60"
20.00
---
---
2---
65 MPH
22
"J4-2
72"
X54"
27.00
---
---
2---
SEE PLAN SHEET
23
"D10-5
21"
X60"
8.75
---
1---
---
MILE 290.4
24
"D10-5
21"
X60"
8.75
---
---
---
---
MILE 290.4, MOUNT TO BACK OF SIGN 23
25
"D10-5
21"
X60"
8.75
---
1---
---
MILE 290.6
26
"D10-5
21"
X60"
8.75
---
---
---
---
MILE 290.6, MOUNT TO BACK OF SIGN 25
27
"W4-3R
48"
X48"
16.00
---
2---
28
APPLETON RD WB OFF RAMP
D1-4
90"
X54"
33.75
---
---
2---
SEE SIGN DETAILS
29
USH 10/STH 441, E. OF APPLETON RD
W4-3R
48"
X48"
16.00
---
2---
30
"D10-5
21"
X60"
8.75
---
---
1MOUNT ON BARRIER WALL, MILE 290.8
31
"D10-5
21"
X60"
8.75
---
---
---
---
MILE 290.8, MOUNT TO BACK OF SIGN 31
32
"E5-1A
90"
X60"
37.50
---
---
2---
EXIT 290
33
"D10-5
21"
X60"
8.75
---
---
1MOUNT ON BARRIER WALL, MILE 291.0
34
"D10-5
21"
X60"
8.75
---
---
---
---
MILE 291.0, MOUNT TO BACK OF SIGN 33
35
"J4-2
72"
X54"
27.00
---
---
2---
SEE PLAN SHEET
36
"R2-1
48"
X60"
20.00
---
---
2---
65 MPH
37
"D10-5
21"
X60"
8.75
---
---
1MOUNT ON BARRIER WALL, MILE 291.2
38
"D10-5
21"
X60"
8.75
---
---
---
---
MILE 291.2, MOUNT TO BACK OF SIGN 37
39
"R2-1
48"
X60"
20.00
---
---
2---
65 MPH
543.75
66.00
836
3
W X H
PAGE SUBTOTALS
PR
OJE
CT
NO
: 151
7-75
-73
HW
Y: U
SH
10
CO
UN
TY
: WIN
NE
BA
GO
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 :
__
__
__
__
__
__
__
__
__
_P
LO
T B
Y :
__
__
__
__
__
__
__
__
__
_P
LO
T N
AM
E :
__
__
__
__
__
__
__
_P
LO
T S
CA
LE
: 1
:1
33
ERECTION OF TYPE II SIGNS AND SUPPORTS
637.2210
637.2230
634.0614
634.0616
634.0808
SIGNS
SIGNS
POSTS
POSTS
POSTS
TYPE II
TYPE II
WOOD
WOOD
TUBULAR STEEL
SIGN
SIGN
REFLECTIVE H
REFLECTIVE F
4x6x14
4x6x16
2x2x8
NO.
LOCATION
CODE
S.F.
S.F.
EACH
EACH
EACH
REMARKS
40
VACANT
---
---
---
---
---
---
---
41
USH 10/STH 441, W. OF ONEIDA ST
J4-2
72"
X54"
27.00
---
---
2---
SEE PLAN SHEET
42
"D10-5
21"
X60"
8.75
---
---
1MOUNT ON BARRIER WALL, MILE 291.4
43
"D10-5
21"
X60"
8.75
---
---
---
---
MILE 291.4, MOUNT TO BACK OF SIGN 42
43A
"W4-2R
48"
X48"
---
16.00
---
2---
44
ONEDIA ST EB OFF RAMP
E5-1A
90"
X60"
37.50
---
---
2---
EXIT 291
45
"W3-3
36"
X36"
---
9.00
---
1---
45A
"J13-1
24"
X45"
7.50
---
---
1---
D9-2 (HOSPITAL)
46
"D1-4
90"
X54"
33.75
---
---
2---
SEE SIGN DETAILS
47
USH 10/STH 441, W. OF ONEIDA ST
I2-2
84"
X21"
12.25
---
2---
---
SEE SIGN DETAILS
48
ONEIDA ST WB ON RAMP
R5-57
36"
X36"
9.00
---
---
1---
49
"W4-2R
36"
X36"
---
9.00
---
---
---
50
USH 10/STH 441, W. OF ONEIDA ST
W4-3
48"
X48"
---
16.00
---
2---
51
STH 441, E. OF ONEIDA ST
I2-2
96"
X21"
14.00
---
2---
---
SEE SIGN DETAILS
52
"W4-1
48"
X48"
---
16.00
---
2---
53
ONEIDA ST EB ON RAMP
W4-2R
36"
X36"
---
9.00
---
1---
54
"R5-57
36"
X36"
9.00
---
---
1---
55
ONEIDA ST WB OFF RAMP
D1-4
90"
X54"
33.75
---
---
2---
SEE SIGN DETAILS
56
"D1-1
96"
X15"
10.00
---
2---
---
SEE SIGN DETAILS
57
"J13-1
24"
X45"
7.50
---
---
1---
D9-2 (HOSPITAL)
58
"W3-3
36"
X36"
---
9.00
---
1---
59
"E5-1A
90"
X60"
37.50
---
---
2---
EXIT 291
60
STH 441, E. OF ONEIDA ST
J4-1
36"
X54"
13.50
---
---
1---
SEE PLAN SHEET
61
"R2-1
48"
X60"
20.00
---
---
2---
65 MPH
62
"D10-1
12"
X24"
2.00
---
1---
---
MILE 5
63
"D10-1
12"
X24"
2.00
---
1---
---
MILE 5
64
VACANT
---
---
---
---
---
---
---
65
STH 441, E. OF ONEIDA ST
R4-3
48"
X60"
20.00
---
---
2---
313.75
84.00
828
1
857.50
150.00
16.00
64.00
4.00
W X H
PAGE SUBTOTALS
PROJECT TOTALS
PR
OJE
CT
NO
: 151
7-75
-73
HW
Y: U
SH
10
CO
UN
TY
: WIN
NE
BA
GO
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 :
__
__
__
__
__
__
__
__
__
_P
LO
T B
Y :
__
__
__
__
__
__
__
__
__
_P
LO
T N
AM
E :
__
__
__
__
__
__
__
_P
LO
T S
CA
LE
: 1
:1
33
ERECTION OF PERMANENT SIGNING, TYPE I
ERECTING STRUCTURAL STEEL SIGN SUPPORTS
637.1230638.2101638.4100
635.0200
636.0100
636.0500
643.0910
SIGNS
MOVING
MOVING
SIGN SUP.SIGN SUP.SIGN SUP.
TRAF. CONT.
TYPE/SIZE
TYPE I
SIGNS
STR. ST
STRUCT.
CONCRETE
STEEL
COVERING
OF
POST NO. 1POST NO. 2
OFFSET
DISTANCE
SIGN
SIGN
REFL. F
TYPE I
SUPPORTS STEEL HS
MASONRY
REIN.
SIGNS TYPE I
STEEL
LENGTH
LENGTH
DISTANCE
BETWEEN
NO.
LOCATION
CODE
WX
HS.F.
S.F.
EACH
EACH
LB
CY
LB
EACH *
FT
FT
FT
FT
REMARKS
100
USH 10/STH 441, W. OF RACINE RD
E7-4
528"X144"
528.00
STA. 212+80WB, S-70-217, SEE SIGN DETAIL
101
"E1-5
144"X
30"
30.00
MOUNT ABOVE SIGN 101, SEE SIGN DETAIL
102
"E7-4
528"X156"
572.00
1STA. 212+86EB, S-70-218, SEE SIGN DETAIL
103
"E1-5
144"X
30"
30.00
MOUNT ABOVE SIGN 102, SEE SIGN DETAIL
104
USH 10/STH 441, E. OF RACINE RD
E7-4
528"X156"
572.00
STA. 228+60WB, S-70-220, SEE SIGN DETAIL
105
"E1-5
144"X
30"
30.00
MOUNT ABOVE SIGN 104, SEE SIGN DETAIL
105A
"E7-4
528"X144"
528.00
1STA. 228+96EB, S-70-221, SEE SIGN DETAIL
105B
"E1-5
144"X
30"
30.00
MOUNT ABOVE SIGN 105A, SEE SIGN DETAIL
106
USH 10/STH 441, E. OF MIDWAY RD
E6-1
192"X126"
168.00
1STA. 258+30WB, S-70-225, SEE SIGN DETAIL
107
"E1-5
144"X
30"
30.00
MOUNT ABOVE SIGN 106, SEE SIGN DETAIL
108
"E7-4
528"X144"
528.00
STA. 273+65EB, S-70-227, SEE SIGN DETAIL
109
"E1-5
132"X
30"
27.50
MOUNT ABOVE SIGN 108, SEE SIGN DETAIL
110
"E7-4
528"X156"
572.00
1STA. 2736+15WB, S-70-262, SEE SIGN DETAIL
111
"E1-5
144"X
30"
30.00
MOUNT ABOVE SIGN 110, SEE SIGN DETAIL
112
"E7-2
204"X150"
212.50
STA 304+50EB, S-70-261, MOUNT CENTERED OVER 2 LEFT LANES
113
"E6-51
312"X180"
390.00
STA 304+50EB, S-70-261, MOUNT CENTERED OVER 2 RIGHT LANES
114
"E1-5
120"X
30"
25.00
MOUNT ABOVE SIGN 113, SEE SIGN DETAIL
115
USH 10/STH 441, E. OF STH 47
E7-4
528"X144"
528.00
STA 305+00WB, S-70-234, SEE SIGN DETAIL
116
"E1-5
132"X
30"
27.50
MOUNT ABOVE SIGN 115, SEE SIGN DETAIL
117
"E3-1
132"X
60"
55.00
546
1.2
68
2-TYPE A
15.8
17.0
17.5
9.0
STA 311+75EB, SEE SIGN DETAIL
118
USH 10/STH 441, E. OF STH 47
E8-1
252"X108"
189.00
STA 313+60, S-70-235, SEE SIGN DETAIL, MOUNT FACING NB TRAFFIC
119A
"E10-62144"X
54"
54.00
544
1.2
68
2-TYPE A
15.2
17.5
17.5
9.0
STA 319+00EB
119
STH 441, W. OF USH 10/ONEIDA ST
E7-4
528"X156"
572.00
STA 323+75WB, S-70-236, SEE SIGN DETAIL
120
"E1-5
132"X
30"
27.50
MOUNT ABOVE SIGN 119, SEE SIGN DETAIL
121
"E7-2
204"X150"
212.50
STA 326+15EB, S-70-237, MOUNT CENTERED OVER 2 LEFT LANES
122
"E6-51
312"X156"
338.00
STA 326+15EB, S-70-237, MOUNT CENTERED OVER 2 RIGHT LANES
123
"E1-5
120"X
30"
25.00
MOUNT ABOVE SIGN 122, SEE SIGN DETAILS
124
STH 441, E. OF USH 10/ONEIDA ST
E6-1
204"X
90"
127.50
STA 361+75WB, S-08-52, SEE SIGN DETAIL
125
"E1-5
120"X
30"
25.00
MOUNT ABOVE SIGN 124, SEE SIGN DETAIL
126
"W9-63
72"
X90"
---
45.00
STA. 348+00EB, S-08-54, 3/4 MILE
127
"W9-63
72"
X90"
---
45.00
STA 375+25EB, S-08-55, 1/4 MILE
128
"E10-62144"X
54"
54.00
541
1.2
68
2-TYPE A
15.1
17.3
17.5
9.0
STA 380+00WB
129
"E3-1
180"X
60"
75.00
615
1.2
68
2-TYPE A
18.3
20.3
17.5
12.0
STA 388+00WB, SEE SIGN DETAIL
130
"E9-1
144"X
54"
54.00
510
1.2
68
2-TYPE A
14.3
15.5
17.5
9.0
STA 396+00WB, SEE SIGN DETAIL
131
STH 441 @ CTH OO EXIT
E4-1A
12
293
1.6
98
2-TYPE B
INSTALL NEW BASES, REMOUNT SIGN, ALSO REMOUNT E1-5
PROJECT TOTALS
6667.00
90.00
12
3049
7.6
438
4
637.1220
REFLECTIVE SH
SIGNS
TYPE I
INFO ONLY - POST LENGTH
TO BE VERIFIED BY CONTRACTOR
03/01/18
Wisconsin Department of Transportation 03/05/2018 18:08:53
Proposal ID: 20180313029 Project(s): 1517-75-73, 1517-75-79Federal ID(s): WISC 2018157, WISC 2018158
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0002 201.0105Clearing STA
156.000_________._____ _________._____
0004 201.0205Grubbing STA
156.000_________._____ _________._____
0006 203.0100Removing Small Pipe Culverts EACH
13.000_________._____ _________._____
0008 204.0100Removing Pavement SY
103,182.000_________._____ _________._____
0010 204.0110Removing Asphaltic Surface SY
24,521.000_________._____ _________._____
0012 204.0120Removing Asphaltic Surface Milling SY
8,386.000_________._____ _________._____
0014 204.0150Removing Curb & Gutter LF
440.000_________._____ _________._____
0016 204.0155Removing Concrete Sidewalk SY
1,326.000_________._____ _________._____
0018 204.0165Removing Guardrail LF
1,295.000_________._____ _________._____
0020 204.0170Removing Fence LF
9,960.000_________._____ _________._____
0022 204.0175Removing Concrete Slope Paving SY
636.000_________._____ _________._____
0024 204.0180Removing Delineators and Markers EACH
124.000_________._____ _________._____
0026 204.0190Removing Surface Drains EACH
1.000_________._____ _________._____
0028 204.0195Removing Concrete Bases EACH
6.000_________._____ _________._____
0030 204.0210Removing Manholes EACH
30.000_________._____ _________._____
0032 204.0220Removing Inlets EACH
62.000_________._____ _________._____
Proposal Schedule of Items Page 1 of 33
Wisconsin Department of Transportation 03/05/2018 18:08:53
Proposal ID: 20180313029 Project(s): 1517-75-73, 1517-75-79Federal ID(s): WISC 2018157, WISC 2018158
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0034 204.0245Removing Storm Sewer (size) 01. 12-15-Inch
LF2,477.000
_________._____ _________._____
0036 204.0245Removing Storm Sewer (size) 02. 18-21-Inch
LF3,097.000
_________._____ _________._____
0038 204.0245Removing Storm Sewer (size) 03. 24-30-Inch
LF7,022.000
_________._____ _________._____
0040 204.0245Removing Storm Sewer (size) 04. 36-42-Inch
LF560.000
_________._____ _________._____
0042 204.0245Removing Storm Sewer (size) 05. 48-54-Inch
LF2,332.000
_________._____ _________._____
0044 204.0280Sealing Pipes EACH
1.000_________._____ _________._____
0046 204.9090.SRemoving (item description) 01. NoiseBarrier
LF3,676.000
_________._____ _________._____
0048 204.9090.SRemoving (item description) 02.Underdrain
LF38,639.000
_________._____ _________._____
0050 205.0100Excavation Common CY
443,263.000_________._____ _________._____
0052 209.1100Backfill Granular Grade 1 CY
20.000_________._____ _________._____
0054 209.2100Backfill Granular Grade 2 CY
580.000_________._____ _________._____
0056 210.1100Backfill Structure Type A CY
227.000_________._____ _________._____
0058 213.0100Finishing Roadway (project) 01. 1517-75-73
EACH1.000
_________._____ _________._____
0060 213.0100Finishing Roadway (project) 02. 1517-75-79
EACH1.000
_________._____ _________._____
Proposal Schedule of Items Page 2 of 33
Wisconsin Department of Transportation 03/05/2018 18:08:53
Proposal ID: 20180313029 Project(s): 1517-75-73, 1517-75-79Federal ID(s): WISC 2018157, WISC 2018158
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0158 522.1018Apron Endwalls for Culvert PipeReinforced Concrete 18-Inch
EACH8.000
_________._____ _________._____
0160 522.1024Apron Endwalls for Culvert PipeReinforced Concrete 24-Inch
EACH13.000
_________._____ _________._____
0162 522.1030Apron Endwalls for Culvert PipeReinforced Concrete 30-Inch
EACH1.000
_________._____ _________._____
0164 522.1036Apron Endwalls for Culvert PipeReinforced Concrete 36-Inch
EACH10.000
_________._____ _________._____
0166 522.1060Apron Endwalls for Culvert PipeReinforced Concrete 60-Inch
EACH2.000
_________._____ _________._____
0168 522.2619Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical19x30-Inch
EACH2.000
_________._____ _________._____
0170 522.2658Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical58x91-Inch
EACH1.000
_________._____ _________._____
0172 531.0300.SNoise Barriers Double-Sided SoundAbsorptive (structure) 001. N-70-121
SF31,050.000
_________._____ _________._____
0174 531.0300.SNoise Barriers Double-Sided SoundAbsorptive (structure) 002. N-70-130
SF19,910.000
_________._____ _________._____
0176 531.0300.SNoise Barriers Double-Sided SoundAbsorptive (structure) 003. N-70-131
SF56,700.000
_________._____ _________._____
0178 531.0300.SNoise Barriers Double-Sided SoundAbsorptive (structure) 004. N-70-140
SF29,625.000
_________._____ _________._____
0180 550.1100Piling Steel HP 10-Inch X 42 Lb LF
860.000_________._____ _________._____
0182 601.0405Concrete Curb & Gutter 18-Inch Type A LF
3,831.000_________._____ _________._____
Proposal Schedule of Items Page 6 of 33
Wisconsin Department of Transportation 03/05/2018 18:08:53
Proposal ID: 20180313029 Project(s): 1517-75-73, 1517-75-79Federal ID(s): WISC 2018157, WISC 2018158
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0364 628.1520Silt Fence Maintenance LF
10,066.000_________._____ _________._____
0366 628.1905Mobilizations Erosion Control EACH
28.000_________._____ _________._____
0368 628.1910Mobilizations Emergency Erosion Control EACH
17.000_________._____ _________._____
0370 628.2004Erosion Mat Class I Type B SY
181,527.000_________._____ _________._____
0372 628.2006Erosion Mat Urban Class I Type A SY
4,438.000_________._____ _________._____
0374 628.2008Erosion Mat Urban Class I Type B SY
14,300.000_________._____ _________._____
0376 628.7005Inlet Protection Type A EACH
129.000_________._____ _________._____
0378 628.7010Inlet Protection Type B EACH
253.000_________._____ _________._____
0380 628.7015Inlet Protection Type C EACH
61.000_________._____ _________._____
0382 628.7020Inlet Protection Type D EACH
34.000_________._____ _________._____
0384 628.7504Temporary Ditch Checks LF
1,581.000_________._____ _________._____
0386 628.7555Culvert Pipe Checks EACH
160.000_________._____ _________._____
0388 628.7560Tracking Pads EACH
14.000_________._____ _________._____
0390 629.0210Fertilizer Type B CWT
117.800_________._____ _________._____
0392 630.0130Seeding Mixture No. 30 LB
3,070.000_________._____ _________._____
0394 630.0140Seeding Mixture No. 40 LB
398.000_________._____ _________._____
0396 630.0200Seeding Temporary LB
1,075.000_________._____ _________._____
Proposal Schedule of Items Page 13 of 33
Wisconsin Department of Transportation 03/05/2018 18:08:53
Proposal ID: 20180313029 Project(s): 1517-75-73, 1517-75-79Federal ID(s): WISC 2018157, WISC 2018158
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0398 630.0400Seeding Nurse Crop LB
415.000_________._____ _________._____
0400 633.0100Delineator Posts Steel EACH
249.000_________._____ _________._____
0402 633.0500Delineator Reflectors EACH
429.000_________._____ _________._____
0404 633.1000Delineator Brackets EACH
180.000_________._____ _________._____
0406 633.5200Markers Culvert End EACH
28.000_________._____ _________._____
0408 634.0612Posts Wood 4x6-Inch X 12-FT EACH
4.000_________._____ _________._____
0410 634.0614Posts Wood 4x6-Inch X 14-FT EACH
52.000_________._____ _________._____
0412 634.0616Posts Wood 4x6-Inch X 16-FT EACH
78.000_________._____ _________._____
0414 634.0618Posts Wood 4x6-Inch X 18-FT EACH
7.000_________._____ _________._____
0416 634.0808Posts Tubular Steel 2x2-Inch X 8-FT EACH
4.000_________._____ _________._____
0418 635.0200Sign Supports Structural Steel HS LB
3,049.000_________._____ _________._____
0420 636.0100Sign Supports Concrete Masonry CY
410.600_________._____ _________._____
0422 636.0500Sign Supports Steel Reinforcement LB
438.000_________._____ _________._____
0424 636.1000Sign Supports Steel Reinforcement HS LB
2,840.000_________._____ _________._____
0426 636.1500Sign Supports Steel CoatedReinforcement HS
LB49,760.000
_________._____ _________._____
0428 637.1220Signs Type I Reflective SH SF
7,764.500_________._____ _________._____
Proposal Schedule of Items Page 14 of 33
Wisconsin Department of Transportation 03/05/2018 18:08:53
Proposal ID: 20180313029 Project(s): 1517-75-73, 1517-75-79Federal ID(s): WISC 2018157, WISC 2018158
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0958 SPV.0180Special 006. Colored & StampedConcrete 5-Inch, Color 16293
SY4,377.000
_________._____ _________._____
0960 SPV.0180Special 007. Colored Concrete 5-Inch SY
627.000_________._____ _________._____
0962 SPV.0180Special 008. Colored Concrete 10-Inch SY
151.000_________._____ _________._____
0964 SPV.0195Special 001. Cold Patch TON
20.000_________._____ _________._____
0966 305.0500Shaping Shoulders STA
72.000_________._____ _________._____
0968 638.2101Moving Signs Type I EACH
1.000_________._____ _________._____
0970 638.4100Moving Structural Steel Sign Supports EACH
2.000_________._____ _________._____
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 33 of 33
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