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
July 7, 2020
NOTICE TO ALL CONTRACTORS: Proposal #02: 5255-01-81, WISC 2020 345
Mineral Point – Spring Green Wisconsin River Structure B-25-0051 STH 23 Sauk & Iowa Counties
Letting of July 14, 2020 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
305.0110 Base Aggregate Dense 3/4-Inch TON 50 150 200 455.0605 Tack Coat GAL 32 193 225 646.1020 Marking Line Epoxy 4-Inch LF 5,060 2,470 7,530 690.0150 Sawing Asphalt LT 83 100 183
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
204.0120 Removing Asphaltic Surface Milling SY 0 3,860 3,860 305.0500 Shaping Shoulders STA 0 20 20 460.6223 HMA Pavement 3 MT 58-28 S TON 0 905 905 460.6224 HMA Pavement 4 MT 58-28 S TON 0 517 517
Deleted Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
465.0105 Asphaltic Surface TON 203 -203 0
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
2 General Notes (verbiage changed to reflect removal of Asphaltic Surface) 5 Proposed Typical Section (Revised to reflect two lifts of HMA in place of Asphaltic Surface)
26
Miscellaneous Quantities (Added Shaping Shoulders to the Base Aggregate Table and increased Base Aggregate Dense ¾ - Inch. Changed table name to Aggregate Items, added Removing Asphaltic Surface Milling to Clearing & Grubbing Table and changed table name to “Removal Items”, Removed Asphaltic Surface from Asphaltic Items Table and Added HMA Pavement 3 MT 58-28 S and HMA Pavement 4 MT 58-28 S. Increased Tack Coat Quantity to reflect Milling and Resurfacing work.)
28 Miscellaneous Quantities (Added 12.5’ 37.5’ SKIP Column and Mill and Resurface Limits Row to Pavement Markings Table. Increased Marking Line Epoxy 4-inch quantities to reflect Milling and Resurfacing work.)
29 Miscellaneous Quantities (Added Mill and Resurface Limits row to Sawcuts Table and increased Sawcut quantity to reflect Milling and Resurfacing work.)
31 Plan and Profile: Sta. 423+90 To End Of Project ( Added call out detailing additional Mill and Resurfacing work)
Schedule of Items Attached, dated July 2nd, 2020, are the revised Schedule of Items Pages 1 – 6. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 2, 5, 26, 28, 29, and 31. 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
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12X
361
‐5
I2‐2
48X
151
55
R9‐5
618
X24
15
5D
11‐6
24X
181
56
I2‐2
48X
151
66
R9‐5
618
X24
16
6D
11‐6
24X
181
67
W5‐
52R
12X
361
‐8
R7‐1
R18
X24
1‐
9I3‐1
48X
241
‐10
W5‐
52L
12X
361
‐11
R7‐1
L18
X24
1‐
12I5
5‐56
30X
361
‐TO
TAL
16
TYPE
IISI
GN N
O.
SIZE
TYPE
II P
ERM
ANEN
T SI
GNI
NG
642.
5201
FIEL
D O
FFIC
E TY
PE C
CATE
GO
RYST
ATIO
NTO
STA
TIO
NLO
CATI
ON
EACH
REM
ARKS
0010
418+
40‐
430+
01Pr
ojec
t 525
5‐01
‐81
1
TOTA
L 00
101
FIEL
D O
FFIC
E
643.
0920
643.
5000
SPV.
0060
.01
DU
RATI
ON
TRAF
FIC
CON
TRO
L CO
VERI
NG
SIG
NS
TYPE
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AFFI
C CO
NTR
OL
SPEC
IAL
(01.
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R CO
NST
RUCT
ION
NO
TIFI
CATI
ON
SIG
N)
CATE
GO
RYST
ATIO
NTO
STA
TIO
NLO
CATI
ON
DAY
EACH
DAY
EACH
DAY
EACH
DAY
EACH
DAY
EACH
DAY
EACH
EACH
DAY
EACH
EACH
DAY
EACH
REM
ARKS
0010
418+
40‐
430+
01D
ETO
UR
ROU
TE: S
TAG
E 1
130
‐‐
172,
210
344,
420
‐‐
163
21,1
9021
‐‐
‐‐
‐‐
COVE
RIN
G S
IGN
S W
ILL
REQ
UIR
E O
NE
CYCL
E
0010
418+
40‐
430+
01TE
MP
SIG
NAL
: STA
GE
2, P
HAS
E 1
5354
2,86
22
106
421
222
1,16
621
1,11
32
‐‐
‐‐
‐‐
COVE
RIN
G S
IGN
S W
ILL
REQ
UIR
E O
NE
CYCL
E00
1041
8+40
‐43
0+01
TEM
P SI
GN
AL: S
TAG
E 2, P
HAS
E 2
5231
1,61
22
104
420
810
520
1998
8‐
‐‐
‐‐
‐‐
0010
418+
40‐
430+
01RI
VER
TRAF
FIC: S
TAG
E 1
& 2
262
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
7218
,864
6
0010
418+
40‐
430+
01PR
OJE
CT 5
255‐
01‐8
1‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐1
‐‐
‐
0010
409+
00ST
H 2
3 ‐ S
TA 4
09+0
0 RT
7‐
‐‐
‐‐
‐‐
‐‐
‐‐
17
‐‐
‐‐
0010
440+
00ST
H 2
3 ‐ S
TA 4
40+0
0 LT
7‐
‐‐
‐‐
‐‐
‐‐
‐‐
17
‐‐
‐‐
0010
12+0
0CT
H C ‐
STA
12+0
0 LT
7‐
‐‐
‐‐
‐‐
‐‐
‐‐
17
‐‐
‐‐
TOTA
L 00
104,
474
2,42
04,
840
1,68
623
,291
2321
118
,864
6
TRAF
FIC
CON
TRO
L
TRAF
FIC
CON
TRO
L SI
GN
S PC
MS
643.
0300
643.
0420
643.
0705
643.
0715
643.
0900
643.
1050
TRAF
FIC
CON
TRO
L D
RUM
S
TRAF
FIC
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TRO
L BA
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ADES
TYPE
III
TRAF
FIC
CON
TRO
L W
ARN
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LIG
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YPE
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TRAF
FIC
CON
TRO
L W
ARN
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LIG
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YPE
C
TRAF
FIC
CON
TRO
L SI
GN
S
SPEC
IAL
(01.
WAT
ERW
AY
BUO
YS)
SPV.
0045
.01
649.
0150
649.
0850
SOLI
DSO
LID
12.5
' LIN
E,
37.5
' SKI
P[W
HIT
E][Y
ELLO
W]
[YEL
LOW
][W
HIT
E][W
HIT
E]CA
TEG
ORY
STAT
ION
TO S
TATI
ON
LOCA
TIO
NLF
LFLF
LFLF
REM
ARKS
0010
418+
40‐
430+
01Pr
ojec
t 525
5‐01
‐81
2,73
82,
322
‐1,
820
3600
1043
0+01
‐43
1+25
Mill
& R
esur
face L
imits
250
250
‐‐
‐00
1043
1+25
‐44
0+00
Mill
& R
esur
face L
imits
1,75
0‐
220
‐‐
SUBT
OTA
L 00
104,
738
2,57
222
01,
820
36TO
TAL
0010
1,82
036
7,53
0
PAVE
MEN
T M
ARKI
NG
S
TEM
PORA
RY
MAR
KIN
G L
INE
REM
OVA
BLE
TAPE
4‐
INCH
TEM
PORA
RY
MAR
KIN
G S
TOP
LIN
E RE
MO
VABL
E TA
PE 1
8‐IN
CH
MAR
KIN
G L
INE
EPO
XY 4‐IN
CH
646.
1020
PR
OJE
CT
NO
: 525
5-01
-01
HW
Y: S
TH
23
CO
UN
TY
: SA
UK
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CE
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S Q
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NT
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ET
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33
650.
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650.
5000
650.
9920
650.
6500
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650.
9910
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CON
STRU
CTIO
N
STAK
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NST
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ASE
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LOPE
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AKES
CON
STRU
CTIO
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TAKI
NG
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CTU
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AYO
UT
(STR
UCT
URE
) (01
. B‐2
5‐51
)
CON
STRU
CTIO
N S
TAKI
NG
SUPP
LEM
ENTA
L CO
NTR
OL
(PRO
JECT
) (01
. 525
5‐01
‐81)
CATE
GO
RYST
ATIO
NTO
STA
TIO
NLO
CATI
ON
LFLF
LFLS
LSRE
MAR
KS
0010
429+
01‐
430+
01CT
H 2
3 ‐ N
orth S
egm
ent
100
100
200
‐‐
0010
418+
40‐
419+
40CT
H 2
3 ‐S
outh S
egm
ent
100
100
200
‐‐
0010
418+
40‐
430+
01Pr
ojec
t 525
5‐01
‐81
‐‐
‐1
1
TOTA
L 00
1020
020
040
01
1
CON
STRU
CTIO
N S
TAKI
NG
661.
0100
.01
661.
0300
TEM
PORA
RY T
RAFF
IC
SIG
NAL
S FO
R BR
IDG
ES
(STR
UCT
URE
) (01
. B‐2
5‐51
)G
ENER
ATO
RSCA
TEG
ORY
STAT
ION
TO S
TATI
ON
LOCA
TIO
NLS
DAY
REM
ARKS
0010
418+
40‐
430+
01CT
H 2
3 ‐S
outh S
egm
ent
126
3
TOTA
L 00
101
263
TRAF
FIC
SIG
NAL
S
SPV.
0060
.02
SPEC
IAL
(02. R
IVER
BO
TTO
M S
CAN
NIN
G
SURV
EY S
TRU
CTU
RE B‐2
5‐51
)CA
TEG
ORY
STAT
ION
TO S
TATI
ON
LOCA
TIO
NEA
CHRE
MAR
KS
0010
418+
40‐
430+
01Pr
ojec
t 525
5‐01
‐81
1
TOTA
L 00
101
RIVE
R BO
TTO
M S
CAN
NIN
G S
URV
EY
690.
0150
SAW
ING
ASPH
ALT
CATE
GO
RYST
ATIO
NTO
STA
TIO
NLO
CATI
ON
LFRE
MAR
KS
0010
429+
01‐
430+
01CT
H 2
3 ‐ N
orth S
egm
ent
4000
1041
8+40
‐41
9+40
CTH 2
3 ‐S
outh S
egm
ent
4300
1043
0+01
‐44
0+00
Mill
& R
esur
face L
imits
100
INCL
UD
ES P
ECK'
S LA
ND
ING E
NTR
ANCE
TOTA
L 00
1018
3
SAW
CUTS
XXXX XXXX XXXX
424+
0042
5+00
426+
0042
7+00
428+
0042
9+00
430+
0043
1+00
PI: 429+00.85
T
TT
TT
TT
TT
T
TT
TT
TT
TT
TT
TT
TT
T
FOFO
FOFO
FO
FOFO
FOFO
FOFO
FOFO
O
TT
TT
TT
TT
FOFO
424+
0042
5+00
426+
0042
7+00
428+
0042
9+00
430+
0043
1+00
PI: 429+00.85
12'
5'
5'
12'BM#10
BM#9
BM#11
BM#12
BM#13
423+90.00
720
730
740
720
730
740
423
424
425
426
427
428
429
430
431
431
695.63
696.31
695.93
696.17
697.37
697.12
696.67
697.70
703.21
723.53
723.10
722.57
722.09
729.30
728.80
728.29
727.79
727.28
726.78
726.27
725.77
725.26
724.76
724.25
723.68
723.11
424+
0042
5+00
426+
0042
7+00
428+
0042
9+00
430+
0043
1+00
-1.1
4%
-1.0
1%
STA 429+00.00EL 724.25
STA 430+01.00EL 723.10
WIS
DOT/
CADD
S SH
EET
44EH
WY:
COU
NTY
:I:\
CRYS
TAL
LAKE
\WID
OT\
1613
14\C
ADD-
SURV
EY\S
TH-2
3\SH
EETS
PLAN
\050
101-
PP.D
WG
FILE
NAM
E :
7/1/
2020
2:0
9 PM
PLO
T DA
TE :
PLO
T BY
:EL
IZAB
ETH
LO
DZIN
SKI
5
PRO
JECT
NO
:PL
OT
NAM
E :
5
PLAN
AN
D PR
OFI
LE:
SHEE
T PL
OT
SCAL
E :
1 IN
:50
FT
5255
-01-
81ST
H-2
3IO
WA,
SAU
KST
A. 4
23+9
0 TO
EN
D O
F PR
OJE
CT
LAYO
UT
NAM
E - 0
5010
2-pp
CHAR
TER
COM
MU
NIC
ATIO
NS
FRO
NTI
ER
WIN
DSTR
EAM
FIB
ER
FRO
NTI
ER
END
PRO
JECT
STA
430+
01M
ATCH
EXI
STIN
GSA
W C
UT
REQ
'D
GRA
DIN
G F
OR
EAT
REQ
UIR
ED(S
EE C
ROSS
SEC
TIO
NS)
EXIS
TIN
G R
/W
EXIS
TIN
G R
/W
SLO
PE IN
TERC
EPT
(TYP
)
PRO
POSE
D PR
OFI
LE
EXIS
TIN
G P
ROFI
LE
MG
S TH
RIE
BEAM
TRA
NSI
TIO
N W
ITH
EAT
(TYP
)ST
A: 4
29+0
9.5
- STA
: 429
+98.
3
SURV
EY M
ON
UM
ENT
2T91
: DIS
C SH
ALL
BERE
MO
VED
FRO
M C
ON
CRET
E AN
D RE
TURN
EDTO
WIS
CON
SIN
DEP
ARTM
ENT
OF
TRAN
SPO
RTAT
ION
. SEE
SPE
CIAL
PRO
VISI
ON
S.
BEN
CH
MAR
KSN
O.
STAT
ION
OFF
SET
ELEV
ATIO
ND
ESC
RIP
TIO
N9
428+
99.8
16.7
3'72
4.41
'W
ISD
OT
BEN
CH
MAR
K D
ISC
IN N
W A
BUTM
ENT
CU
RB
1042
9+01
.933
.97'
719.
08'
3/4"
X 1
8" R
EBAR
WIT
H R
ED, P
LAST
IC C
APS
INSC
RIB
ED A
S "E
XCEL
SIO
R C
ON
TRO
L"11
429+
11.6
28.6
1'71
3.75
'3/
4" X
18"
REB
AR W
ITH
RED
, PLA
STIC
CAP
S IN
SCR
IBED
AS
"EXC
ELSI
OR
CO
NTR
OL"
1243
0+17
.422
.76'
708.
42'
3/4"
X 1
8" R
EBAR
WIT
H R
ED, P
LAST
IC C
APS
INSC
RIB
ED A
S "E
XCEL
SIO
R C
ON
TRO
L"13
430+
27.1
21.0
8'70
3.09
'3/
4" X
18"
REB
AR W
ITH
RED
, PLA
STIC
CAP
S IN
SCR
IBED
AS
"EXC
ELSI
OR
CO
NTR
OL"
CON
CRET
E AP
PRO
ACH
SLA
B
CON
CRET
E SU
RFAC
E DR
AIN
TYPE
B 4
5' L
ON
G
CON
CRET
E SU
RFAC
E DR
AIN
TYPE
B 3
0' L
ON
GTE
RMIN
ATE
AT E
XIST
ING
RIPR
AP
B-25
-005
1
EXIS
TIN
G R
IPRA
P LI
MIT
S
MED
IUM
RIP
RAP
4.5'
X 6
'
MG
S TH
RIE
BEAM
TRA
NSI
TIO
N W
ITH
EAT
(TYP
)ST
A: 4
29+0
9.4
- STA
: 429
+98.
0
WISCONSIN RIVER
FLOW
WIN
DSTR
EAM
FIB
ER
END
CON
STRU
CTIO
NST
A 43
1+01
STH
-23
STA
430+
01 T
O 4
40+0
0 -
REM
OVI
NG
ASP
HAL
TIC
SURF
ACE
MIL
LIN
G (4
-INCH
)4"
HM
A PA
VEM
ENT:
2" 4
MT
58-2
8 S
(UPP
ER L
AYER
) &
2" 3
MT
58-2
8 S
(LO
WER
LAY
ER)
SHAP
ING
SH
OU
LDER
S
Wisconsin Department of Transportation 07/07/2020 07:09:13
Proposal ID: 20200714002 Project(s): 5255-01-81
Federal ID(s): WISC 2020345
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0002 201.0105
Clearing STA
2.000
_________._____ _________._____
0004 201.0205
Grubbing STA
2.000
_________._____ _________._____
0006 203.0210.S
Abatement of Asbestos ContainingMaterial (structure) 01. B-25-0051
LUMP SUM _________._____LS
0008 203.0600.S
Removing Old Structure Over WaterwayWith Minimal Debris (station) 01. 419+41
LUMP SUM _________._____LS
0010 204.0165
Removing Guardrail LF
180.000
_________._____ _________._____
0012 205.0100
Excavation Common CY
469.000
_________._____ _________._____
0014 206.1000
Excavation for Structures Bridges(structure) 01. B-25-0051
LUMP SUM _________._____LS
0016 208.0100
Borrow CY
81.000
_________._____ _________._____
0018 213.0100
Finishing Roadway (project) 01. 5255-01-81
EACH
1.000
_________._____ _________._____
0020 305.0110
Base Aggregate Dense 3/4-Inch TON
200.000
_________._____ _________._____
0022 305.0120
Base Aggregate Dense 1 1/4-Inch TON
579.000
_________._____ _________._____
0024 415.0070
Concrete Pavement 7-Inch SY
15.000
_________._____ _________._____
0026 415.0410
Concrete Pavement Approach Slab SY
80.000
_________._____ _________._____
0028 416.1010
Concrete Surface Drains CY
8.000
_________._____ _________._____
0030 455.0605
Tack Coat GAL
225.000
_________._____ _________._____
0034 502.0100
Concrete Masonry Bridges CY
1,262.000
_________._____ _________._____
Proposal Schedule of Items Page 1 of 6
Wisconsin Department of Transportation 07/07/2020 07:09:13
Proposal ID: 20200714002 Project(s): 5255-01-81
Federal ID(s): WISC 2020345
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0036 502.3101
Expansion Device LF
66.000
_________._____ _________._____
0038 502.3111.S
Expansion Device Modular LF
33.000
_________._____ _________._____
0040 502.3200
Protective Surface Treatment SY
3,480.000
_________._____ _________._____
0042 502.3210
Pigmented Surface Sealer SY
950.000
_________._____ _________._____
0044 502.4205
Adhesive Anchors No. 5 Bar EACH
142.000
_________._____ _________._____
0046 505.0600
Bar Steel Reinforcement HS CoatedStructures
LB
288,725.000
_________._____ _________._____
0048 506.0105
Structural Steel Carbon LB
140.000
_________._____ _________._____
0050 506.0605
Structural Steel HS LB
10.000
_________._____ _________._____
0052 506.6000
Bearing Assemblies Expansion(structure) 01. B-25-0051
EACH
8.000
_________._____ _________._____
0054 506.7050.S
Removing Bearings (structure) 01. B-25-0051
EACH
8.000
_________._____ _________._____
0056 509.1500
Concrete Surface Repair SF
45.000
_________._____ _________._____
0058 514.0445
Floor Drains Type GC EACH
16.000
_________._____ _________._____
0060 516.0500
Rubberized Membrane Waterproofing SY
6.000
_________._____ _________._____
0062 517.0900.S
Preparation and Coating of Top Flanges(structure) 01. B-25-0051
LUMP SUM _________._____LS
0064 517.1010.S
Concrete Staining (structure) 01. B-25-0051
SF
15,200.000
_________._____ _________._____
Proposal Schedule of Items Page 2 of 6
Wisconsin Department of Transportation 07/07/2020 07:09:13
Proposal ID: 20200714002 Project(s): 5255-01-81
Federal ID(s): WISC 2020345
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0066 517.1800.S
Structure Repainting Recycled Abrasive(structure) 01. B-25-0051
LUMP SUM _________._____LS
0068 517.4500.S
Negative Pressure Containment andCollection of Waste Materials (structure)01. B-25-0051
LUMP SUM _________._____LS
0070 517.6001.S
Portable Decontamination Facility EACH
1.000
_________._____ _________._____
0072 601.0452
Concrete Curb & Gutter Integral 30-InchType D
LF
15.000
_________._____ _________._____
0074 606.0200
Riprap Medium CY
1.000
_________._____ _________._____
0076 614.0150
Anchor Assemblies for Steel Plate BeamGuard
EACH
4.000
_________._____ _________._____
0078 614.2500
MGS Thrie Beam Transition LF
80.000
_________._____ _________._____
0080 614.2610
MGS Guardrail Terminal EAT EACH
2.000
_________._____ _________._____
0082 616.0700.S
Fence Safety LF
700.000
_________._____ _________._____
0084 618.0100
Maintenance And Repair of Haul Roads(project) 01. 5255-01-81
EACH
1.000
_________._____ _________._____
0086 619.1000
Mobilization EACH
1.000
_________._____ _________._____
0088 624.0100
Water MGAL
12.000
_________._____ _________._____
0090 625.0100
Topsoil SY
1,774.000
_________._____ _________._____
0092 628.1104
Erosion Bales EACH
50.000
_________._____ _________._____
0094 628.1504
Silt Fence LF
1,150.000
_________._____ _________._____
Proposal Schedule of Items Page 3 of 6
Wisconsin Department of Transportation 07/07/2020 07:09:13
Proposal ID: 20200714002 Project(s): 5255-01-81
Federal ID(s): WISC 2020345
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0096 628.1520
Silt Fence Maintenance LF
1,150.000
_________._____ _________._____
0098 628.1905
Mobilizations Erosion Control EACH
1.000
_________._____ _________._____
0100 628.1910
Mobilizations Emergency Erosion Control EACH
10.000
_________._____ _________._____
0102 628.2004
Erosion Mat Class I Type B SY
1,881.000
_________._____ _________._____
0104 629.0210
Fertilizer Type B CWT
0.900
_________._____ _________._____
0106 630.0120
Seeding Mixture No. 20 LB
51.000
_________._____ _________._____
0108 630.0500
Seed Water MGAL
34.000
_________._____ _________._____
0110 638.2102
Moving Signs Type II EACH
16.000
_________._____ _________._____
0112 642.5201
Field Office Type C EACH
1.000
_________._____ _________._____
0114 643.0300
Traffic Control Drums DAY
4,474.000
_________._____ _________._____
0116 643.0420
Traffic Control Barricades Type III DAY
2,420.000
_________._____ _________._____
0118 643.0705
Traffic Control Warning Lights Type A DAY
4,840.000
_________._____ _________._____
0120 643.0715
Traffic Control Warning Lights Type C DAY
1,686.000
_________._____ _________._____
0122 643.0900
Traffic Control Signs DAY
23,291.000
_________._____ _________._____
0124 643.0920
Traffic Control Covering Signs Type II EACH
23.000
_________._____ _________._____
0126 643.1050
Traffic Control Signs PCMS DAY
21.000
_________._____ _________._____
0128 643.5000
Traffic Control EACH
1.000
_________._____ _________._____
Proposal Schedule of Items Page 4 of 6
Wisconsin Department of Transportation 07/07/2020 07:09:13
Proposal ID: 20200714002 Project(s): 5255-01-81
Federal ID(s): WISC 2020345
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0130 645.0130
Geotextile Type R SY
3.000
_________._____ _________._____
0132 646.1020
Marking Line Epoxy 4-Inch LF
7,530.000
_________._____ _________._____
0134 649.0150
Temporary Marking Line RemovableTape 4-Inch
LF
1,820.000
_________._____ _________._____
0136 649.0850
Temporary Marking Stop LineRemovable Tape 18-Inch
LF
36.000
_________._____ _________._____
0138 650.4500
Construction Staking Subgrade LF
200.000
_________._____ _________._____
0140 650.5000
Construction Staking Base LF
200.000
_________._____ _________._____
0142 650.6500
Construction Staking Structure Layout(structure) 01. B-25-0051
LUMP SUM _________._____LS
0144 650.9910
Construction Staking SupplementalControl (project) 01. 5255-01-81
LUMP SUM _________._____LS
0146 650.9920
Construction Staking Slope Stakes LF
400.000
_________._____ _________._____
0148 661.0100
Temporary Traffic Signals for Bridges(structure) 01. B-25-0051
LUMP SUM _________._____LS
0150 661.0300
Generators DAY
263.000
_________._____ _________._____
0152 690.0150
Sawing Asphalt LF
183.000
_________._____ _________._____
1.00000
0154 715.0415
Incentive Strength Concrete Pavement DOL
47.500
47.50
1.00000
0156 715.0502
Incentive Strength Concrete Structures DOL
12,620.000
12,620.00
0158 SPV.0045
Special 01. Waterway Buoys DAY
18,864.000
_________._____ _________._____
Proposal Schedule of Items Page 5 of 6
Wisconsin Department of Transportation 07/07/2020 07:09:13
Proposal ID: 20200714002 Project(s): 5255-01-81
Federal ID(s): WISC 2020345
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0160 SPV.0060
Special 01. River ConstructionNotification Sign
EACH
6.000
_________._____ _________._____
0162 SPV.0060
Special 02. River Bottom ScanningSurvey Structure B-25-51
EACH
1.000
_________._____ _________._____
0164 SPV.0090
Special 01. Salvage and Reinstall BeamGuard
LF
180.000
_________._____ _________._____
0166 SPV.0090
Special 02. Steel Plate Beam GuardDuplex Coated
LF
180.000
_________._____ _________._____
0168 SPV.0105
Special 01. Reset Existing Bearings LUMP SUM _________._____LS
0170 204.0120
Removing Asphaltic Surface Milling SY
3,860.000
_________._____ _________._____
0172 305.0500
Shaping Shoulders STA
20.000
_________._____ _________._____
0174 460.6223
HMA Pavement 3 MT 58-28 S TON
905.000
_________._____ _________._____
0176 460.6224
HMA Pavement 4 MT 58-28 S TON
517.000
_________._____ _________._____
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 6 of 6
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