Wisconsin Department of Transportation...2021/01/12 · EA 20 -10 10 Added Bid Item Quantities Bid Item Item Description Unit Old Quantity Revised Quantity Proposal Total 520.1024

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

December 17, 2020

NOTICE TO ALL CONTRACTORS: Proposal #30: 9304-11-70, WISC 2021 097

Armstrong Creek - Florence West Oneonta Ln – Woods Creek Rd STH 101 Florence County

9304-12-70, WISC 2021 098 Armstrong Creek - Florence USH 8 – West Oneonta Ln STH 101 Forest County

Letting of January 12, 2021 This is Addendum No. 01, which provides for the following: Schedule of Items:

Revised Bid Item Quantities Bid Item Item Description Unit Old Quantity

Revised Quantity

Proposal Total

522.0124 Culvert Pipe Reinforced Concrete Class III 24-Inch LF 720 -374 346

522.1024 Apron Endwalls for Culvert Pipe Reinforced Concrete 24-Inch EA 20 -10 10

Added Bid Item Quantities

Bid Item Item Description Unit Old Quantity Revised Quantity

Proposal Total

520.1024 Apron Endwalls for Culvert Pipe 24-Inch EA 0 12 12 520.1030 Apron Endwalls for Culvert Pipe 30-Inch EA 0 2 2 520.3624 Culvert Pipe Class III-B Non-metal 24-Inch LF 0 486 486 520.3630 Culvert Pipe Class III-B Non-metal 30-Inch LF 0 134 134

Deleted Bid Item Quantities

Bid Item Item Description Unit Old Quantity Revised Quantity

Proposal Total

522.0130 Culvert Pipe Reinforced Concrete Class III 30-Inch LF 134 -134 0

522.1030 Apron Endwalls for Culvert Pipe Reinforced Concrete 30-Inch EA 2 -2 0

Plan Sheets:

Revised Plan Sheets 9304-11-70 Plan

Sheet Plan Sheet Title (brief description of changes to sheet)

44

Misc. Quantities (added the 24-Inch Apron Endwalls for Culvert Pipe and Culvert Pipe Class III-B Non-metal to replace 24-Inch Culvert Pipe Reinforced Concrete Class III and Apron Endwalls quantities. The Note representing the non-metal culvert pipes was updated as well.)

50 Line Diagram (replaced the two culvert labels “Remove Small Pipe Culvert” with “ Remove Old Structure” to represent the correct bid item to be used. The type of culvert and endwalls being replaced at STA 102+25 was also corrected to reflect bid item changes.)

51 Line Diagram (the type of culvert and endwalls being placed at STA 150+91 and STA 176+53 was corrected to reflect bid item changes.)

53 Line Diagram (the type of culvert and endwalls being placed at STA 255+66 was corrected to reflect bid item changes.)

54 Line Diagram (the type of culvert and endwalls being placed at STA 318+40 was corrected to reflect bid item changes.)

Revised Plan Sheets 9304-12-70 Plan

Sheet Plan Sheet Title (brief description of changes to sheet)

11 Plan Details (type of culvert and endwalls being replaced in the label of culvert at STA 207+85 was changed to match the change in culvert bid items.)

12 Plan Details (type of culvert and endwalls being replaced in the label of culvert at STA 214+01 was changed to match the change in culvert bid items.)

14 Erosion Control (type of culvert and endwalls being replaced in the label of culvert at STA 207+85 was changed to match the change in culvert bid items.)

15 Erosion Control (type of culvert and endwalls being replaced in the label of culvert at STA 214+01 was changed to match the change in culvert bid items.)

20

Misc. Quantities (the bid items for 24-Inch and 30-Inch culvert was changed from “Culvert Pipe Reinforced Concrete” to “Culvert Pipe Class III-B Non-metal”. The bid items for 24-Inch and 30-Inch culvert endwalls was changed from “Apron Endwalls for Culvert Pipe Reinforced Concrete” to “Apron Endwalls for Culvert Pipe”. The Note representing the non-metal culvert pipes was added as well.)

29 Plan (the type of culvert and endwalls being placed at STA 207+85 and 214+01 was corrected to reflect bid item changes.)

34 Cross Section (the type of culvert being placed at STA 207+85 was changed to reflect the bid item changes.)



Schedule of Items Attached, dated December 17, 2020, are the revised Schedule of Items Pages 1 – 7. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: 9304-11-70 Revised: 44, 50, 51, 53 and 54. 9304-12-70 Revised: 11, 12, 14, 15, 20, 29, 34, 41 and 42.

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

DOTMPCTypewritten Text44

DOTMPCText BoxAddendum No. 01ID 9304-11-70Revised Sheet 44December 17, 2020

TT

TT

TT

TT

TT

TT

T

T

T

T

T

T

T

T

T

TTTT

GUY

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

205

206

207

208

209

210

211

212

XXXXXXXXXXXX

XXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXX

XXXX

XXXX

XXXX

200'

STA

207+

851-

24-IN

CH C

P CL

ASS

III-B

NO

N-M

ETAL

7° S

KEW

RH

F2-

AECP

24-

INCH

REQ

UIR

EDCU

LVER

T 21

-101

-065

117

STA

207+

85RE

MO

VIN

G S

MAL

L PI

PE24

-INCH

CM

P X

123'

STH

101

R/L

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

XXXX

XXXX

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

EXIS

TIN

G 2

4" C

MP

TO R

EMAI

N

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

200'

WET

LAN

D BO

UN

DARY

CEN

TURY

LIN

K

WPS

DO N

OT

DIST

URB

EXI

STIN

G 2

4" C

ULV

ERT

END

CEN

TURY

LIN

K

WPS C

ENTU

RYLI

NK

MAI

NTA

IN T

RAFF

IC A

T IN

TERS

ECTI

ON

USI

NG

ADD

ITIO

NAL

FLA

GG

ER A

SN

EEDE

D PE

R SP

ECIA

L PR

OVI

SIO

NS

WET

LAN

D 01

IMPA

CT23

4 SF

(0.0

05 A

C)TY

PE S

S

WIS

DOT/

CADD

S SH

EET

42EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\021

201-

PD.D

WG

FILE

NAM

E :

12/1

1/20

20 6

:34

PMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

2

PRO

JECT

NO

:PL

OT

NAM

E :

2

SHEE

T PL

OT

SCAL

E :

1 IN

:50

FT

9304

-12-

70ST

H 1

01FO

REST

PLAN

DET

AILS

LAYO

UT

NAM

E - 0

1

F

R

Y

D

R

Y

C

H

R

D

ST

H 1

01

H

I

L

B

E

R

T

D

R

ST

H 1

01

SCA

LE, F

EET

02

55

0



TT

T

TT

TT

TT

T

TT

T

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

T

212

213

214

215

216

217

218

219

STA

215+

47 L

T1-

24X3

8-IN

CH C

PRCH

E CL

ASS

HE-

III2-

AECP

RCH

E 2

4X38

-INCH

REQ

UIR

ED

STA

214+

01RE

MO

VIN

G S

MAL

L PI

PE30

-INCH

CM

P X

155'

STH

101

R/L

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

STA

216+

00RE

MO

VIN

G O

LD S

TRU

CTU

RE72

-INCH

CM

P X

71'

CULV

ERT

21-1

01-0

0053

7

XXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXX

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

STA

214+

011-

30-IN

CH C

P CL

ASS

III-B

NO

N-M

ETAL

2-AE

CP 3

0-IN

CH R

EQU

IRED

CULV

ERT

21-1

01-0

6511

9

200'

XXXX

XXXX

WET

LAN

D BO

UN

DARY

WET

LAN

D BO

UN

DARY

REST

ORE

DRI

VEW

AY T

O E

XIST

ING

CO

NDI

TIO

N

CLEA

R &

GRU

B3

TREE

S

CEN

TURY

LIN

K

WPS C

ENTU

RYLI

NK

WET

LAN

D 03

IM

PACT

67 S

F (0

.002

AC)

TYPE

SS

WET

LAN

D 02

IM

PACT

31 S

F (0

.001

AC)

TYPE

SS

WIS

DOT/

CADD

S SH

EET

42EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\021

201-

PD.D

WG

FILE

NAM

E :

12/1

1/20

20 6

:35

PMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

2

PRO

JECT

NO

:PL

OT

NAM

E :

2

SHEE

T PL

OT

SCAL

E :

1 IN

:50

FT

9304

-12-

70ST

H 1

01FO

REST

PLAN

DET

AILS

LAYO

UT

NAM

E - 0

2

ST

H 1

01

ST

H 1

01

SCA

LE, F

EET

02

55

0



TT

TT

TT

TT

TT

TT

T

T

T

T

T

T

T

T

T

TTTTT

GUY

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

205

206

207

208

209

210

XXXXXXXXXXXX

XXXXXXXXXXXX XXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXX

XXXX

XXXX

XXXX

XXXX

XXXX

XXXX

200'

STA

207+

851-

24-IN

CH C

P CL

ASS

III-B

NO

N-M

ETAL

7° S

KEW

RH

F2-

AECP

24-

INCH

REQ

UIR

EDCU

LVER

T 21

-101

-065

117

STA

207+

85RE

MO

VIN

G S

MAL

L PI

PE24

-INCH

CM

P X

123'

STH

101

R/L

EXIS

TIN

G 2

4" C

MP

TO R

EMAI

N

WET

LAN

D BO

UN

DARY

SILT

FEN

CE

LEG

END

ERO

SIO

N M

AT

URB

AN

CLA

SS I,

TYP

E B

SLO

PE IN

TERC

EPT

CULV

ERT

PIPE

CH

ECK

SURF

ACE

WA

TER

FLO

W

ERO

SIO

N M

AT

CLA

SS II

, TYP

E C

WIS

DOT/

CADD

S SH

EET

42EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\022

001-

EC.D

WG

FILE

NAM

E :

12/1

1/20

20 6

:39

PMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

2

PRO

JECT

NO

:PL

OT

NAM

E :

2

SHEE

T PL

OT

SCAL

E :

1 IN

:40

FT

9304

-12-

70ST

H 1

01FO

REST

ERO

SIO

N C

ON

TRO

L C

ULV

ERT

21-1

01-0

6511

7

LAYO

UT

NAM

E - 0

1

F

R

Y

D

R

Y

C

H

R

D

ST

H 1

01

H

I

L

B

E

R

T

D

R

ST

H 1

01



TT

TT

TT

TT

TT

TT

T

T

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

T

212

213

214

215

216

217

218

STA

214+

01RE

MO

VIN

G S

MAL

L PI

PE30

-INCH

CM

P X

155'

STH

101

R/L

STA

216+

00RE

MO

VIN

G O

LD S

TRU

CTU

RE72

-INCH

CM

P X

71'

CULV

ERT

21-1

01-0

0053

7

XXXXXXXXXXXX

XXXXXXXXXXXX

XXXXXXXXXXXX

XXXXXXXXXXXX

STA

214+

011-

30-IN

CH C

P CL

ASS

III-B

NO

N-M

ETAL

2-AE

CP 3

0-IN

CH R

EQU

IRED

CULV

ERT

21-1

01-0

6511

9

WET

LAN

D BO

UN

DARY

WET

LAN

D BO

UN

DARY

REST

ORE

DRI

VEW

AY T

O E

XIST

ING

CO

NDI

TIO

N

SILT

FEN

CE

LEG

END

ERO

SIO

N M

AT

URB

AN

CLA

SS I,

TYP

E B

SLO

PE IN

TERC

EPT

CULV

ERT

PIPE

CH

ECK

SURF

ACE

WA

TER

FLO

W

ERO

SIO

N M

AT

CLA

SS II

, TYP

E C

STA

215+

47 L

T1-

24X3

8-IN

CH C

PRCH

E CL

ASS

HE-

III2-

AECP

RCH

E 2

4X38

-INCH

REQ

UIR

EDJO

INT

TIES

FO

R CO

NCR

ETE

PIPE

S RE

Q'D

CLEA

R &

GRU

B3

TREE

S

WIS

DOT/

CADD

S SH

EET

42EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\022

001-

EC.D

WG

FILE

NAM

E :

12/1

1/20

20 6

:39

PMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

2

PRO

JECT

NO

:PL

OT

NAM

E :

2

SHEE

T PL

OT

SCAL

E :

1 IN

:40

FT

9304

-12-

70ST

H 1

01FO

REST

ERO

SIO

N C

ON

TRO

L CU

LVER

TS 2

1-10

1-06

5119

& 2

1-10

1-00

0537

LAYO

UT

NAM

E - 0

2

ST

H 1

01

ST

H 1

01



PR

OJE

CT

N

O:

9304

-12-

70H

WY

: S

TH

101

CO

UN

TY

: F

OR

ES

TM

ISC

EL

LA

NE

OU

S Q

UA

NT

ITIE

SS

HE

ET

NO

:E

FIL

E N

AM

E

: K

:\1

18

27

06

\Qu

an

titi

es

\PS

&E

\03

02

01

_m

q.p

pt

PL

OT

D

AT

E

: 1

2/1

4/2

02

0 7

:41

AM

PL

OT

S

CA

LE

:

1.0

00

00

0:1

.00

00

00

3

WIS

DO

T /

CA

DD

S

SH

EE

T

42

PL

OT

N

AM

E

: 0

30

20

1_

mq

PL

OT

B

Y

:

3

AL

L I

TE

MS

CA

TE

GO

RY

001

0 U

NL

ES

S N

OT

ED

62

8.1

90

56

28

.19

10

MO

BIL

IZA

TIO

NS

MO

BIL

IZA

TIO

NS

ER

OS

ION

EM

ER

GE

NC

Y

CO

NT

RO

LE

RO

SIO

N C

ON

TR

OL

LO

CA

TIO

N(E

AC

H)

(EA

CH

)

PR

OJE

CT

82

TO

TA

LS

82

ER

OS

ION

CO

NT

RO

L M

OB

ILIZ

AT

ION

62

7.0

20

06

28

.15

04

62

8.1

52

06

28

.20

08

62

8.2

02

76

28

.70

15

62

8.7

55

56

28

.75

70

SIL

TE

RO

SIO

N M

AT

ER

OS

ION

MA

TIN

LE

TC

UL

VE

RT

SIL

TF

EN

CE

UR

BA

N C

LA

SS

IC

LA

SS

IIP

RO

TE

CT

ION

PIP

ER

OC

K

MU

LC

HIN

GF

EN

CE

MA

INT

EN

AN

CE

TY

PE

BT

YP

E C

TY

PE

CC

HE

CK

SB

AG

S

ST

AT

ION

TO

ST

AT

ION

LO

CA

TIO

N(S

Y)

(LF

)(L

F)

(SY

)(S

Y)

(EA

CH

)(E

AC

H)

(EA

CH

)

10

+3

1-

36

+0

0L

T/R

T *

13

0-

--

11

--

20

6+

30

-2

09

+3

02

1-1

01

-06

51

17

-9

20

46

07

25

--

3-

21

2+

25

-2

17

+2

52

1-1

01

-06

51

19

**

-1

,92

09

60

2,2

60

--

5-

21

5+

24

-2

15

+6

9D

RIV

EW

AY

LT

--

--

50

-5

-

27

6+

90

-2

76

+9

01

9-1

01

-00

00

88

-8

70

43

55

60

--

-- 32

TO

TA

LS

13

03

,71

01

,85

53

,54

55

01

11

33

2

ER

OS

ION

CO

NT

RO

L

* E

RO

SIO

N M

AT

BE

HIN

D C

UR

B &

GU

TT

ER

RE

PL

AC

EM

EN

T A

RE

AS

** E

RO

SIO

N C

ON

TR

OL

DE

VIC

ES

AT

TH

IS L

OC

AT

ION

INC

LU

DE

DE

VIC

ES

NE

ED

ED

FO

R R

EM

OV

AL

OF

CU

LV

ER

T 2

1-1

01

-00

05

37

AT

ST

A 2

16

+0

0

UN

DIS

TR

IBU

TE

D

46

5.0

47

5

ST

AT

ION

TO

ST

AT

ION

LO

CA

TIO

N(L

F)

10

+3

1-

36

+0

0U

SH

8 T

O W

ITK

OW

SK

I-

36

+0

0-

89

+0

0W

ITK

OW

SK

I TO

YA

BL

ON

SK

I4

,90

0

89

+0

0-

15

4+

00

YA

BL

ON

SK

I TO

OL

D S

MIT

H S

CH

OO

L6

,10

7

15

4+

00

-2

08

+0

0O

LD

SM

ITH

SC

HO

OL

TO

FR

YD

RY

CH

4,9

58

20

8+

00

-2

34

+0

0F

RY

DR

YC

H T

O C

TH

F2

,17

4

23

4+

00

-2

68

+0

0C

TH

F T

O F

OR

ES

T L

AK

E D

R2

,97

9

26

8+

00

-2

77

+7

5F

OR

ES

T L

AK

E D

R T

O O

NE

ON

TA

LN

72

8

TO

TA

LS

21

,84

6

AS

PH

AL

T C

EN

TE

RL

INE

RU

MB

LE

ST

RIP

S 2

-LA

NE

RU

RA

L

52

0.3

62

45

20

.36

30

52

0.1

02

45

20

.10

30

52

2.2

32

45

22

.26

24

63

3.5

20

06

50

.60

00

CU

LV

ER

T P

IPE

AP

RO

N E

ND

WA

LL

S

RE

INF

OR

CE

DF

OR

CU

LV

ER

T

CO

NC

RE

TE

PIP

E R

EIN

FO

RC

ED

CO

NS

TR

UC

TIO

N

HO

RIZ

EL

LIP

TIC

AL

CO

NC

RE

TE

MA

RK

ER

SS

TA

KIN

G

CL

AS

S H

E-I

IIH

OR

IZ E

LL

IPT

ICA

LC

UL

VE

RT

PIP

E

24

-IN

CH

30

-IN

CH

24

-IN

CH

30

-IN

CH

24

X3

8-I

NC

H2

4X

38

-IN

CH

EN

DC

UL

VE

RT

S

ST

AT

ION

LO

CA

TIO

NS

TA

TIO

NO

FF

SE

TE

LE

VA

TIO

NS

TA

TIO

NO

FF

SE

TE

LE

VA

TIO

NS

KE

WS

LO

PE

%(L

F)

(LF

)(E

AC

H)

(EA

CH

)(L

F)

(EA

CH

)(E

AC

H)

(EA

CH

)

20

7+

85

21

-10

1-0

65

11

72

07

+7

8.8

53

.5' L

T1

47

7.6

72

07

+9

3.0

57

.6' R

T1

47

5.7

07°

RH

F1

.76

11

2-

2-

--

21

21

4+

01

21

-10

1-0

65

11

92

14

+0

16

6.5

' LT

14

77

.41

21

4+

01

67

.5' R

T1

47

6.9

5-

0.3

4-

13

4-

2-

-2

1

21

5+

50

DR

IVE

WA

Y2

15

+6

8.9

50

.9' L

T1

48

8.3

52

15

+2

4.2

52

.9' L

T1

48

7.9

8-

0.8

3-

--

-4

52

-1

TO

TA

LS

11

21

34

22

45

24

3

* L

EN

GT

H B

AS

ED

ON

CO

NC

RE

TE

PIP

E W

ITH

CO

NC

RE

TE

EN

DW

AL

LS

. AD

JUS

T A

CC

OR

DIN

GL

Y IF

PIP

E M

AT

ER

IAL

OT

HE

R T

HA

N C

ON

CR

ET

E IS

US

ED

.

PIP

E IN

LE

T E

ND

PIP

E O

UT

LE

T E

ND

CU

LV

ER

T P

IPE

ITE

MS

CU

LV

ER

T P

IPE

CL

AS

S II

I-B

NO

N-M

ET

AL

FO

R C

UL

VE

RT

PIP

E

AP

RO

N E

ND

WA

LL

S

*



194

196

198

200

202

204

206

208

PT: 198+20.21

STH

101

R/L

ST

H 1

01

F

R

Y

D

R

Y

C

H

R

D

CURV

E 7

PI S

TA =

194

+68.

18Y

= 61

9696

.795

X =

9569

70.4

10DE

LTA

= 10

°35'

28"

D =

1°30

'00"

T =

354.

05'

L =

706.

08'

R =

3819

.72'

PC S

TA =

191

+14.

13PT

STA

= 1

98+2

0.21

SE=

3.2%

MAT

CH E

XIST

ING

N8°

19'

57"

W

2725

.85'

MATCHLINE STA 193+00.00


208

210

212

214

216

218

220

222

STH

101

R/L

ST

H 1

01

H

I

L

B

E

R

T

D

R

N8°

19'

57"

W

2725

.85'

REST

ORE

DRI

VEW

AY T

OEX

ISTI

NG

CO

NDI

TIO

NS

STA

215+

47 L

T1-

24X3

8-IN

CH C

PRCH

E CL

ASS

HE-

III2-

AECP

RCH

E 2

4X38

-INCH

REQ

UIR

EDJO

INT

TIES

FO

R CO

NCR

ETE

PIPE

S RE

Q'D



WIS

DOT/

CADD

S SH

EET

44EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\050

201-

PN.D

WG

FILE

NAM

E :

12/1

1/20

20 6

:46

PMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

5

PRO

JECT

NO

:PL

OT

NAM

E :

5

SHEE

T PL

OT

SCAL

E :

1 IN

:100

FT

LAYO

UT

NAM

E - 0

7

9304

-12-

70ST

H 1

01FO

REST

PLAN

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

2" R

EMO

VIN

G A

SPH

ALTI

C SU

RFAC

E M

ILLI

NG

2" H

MA

PAVE

MEN

T 4

MT

58-2

8 S

BM 1

BM 2

CULV

ERT

21-1

01-0

6511

7RE

MO

VE E

XIST

ING

24"

CM

P1-

24" C

P CL

ASS

III-B

NO

N-M

ETAL

REQ

'D2-

24" A

ECP

REQ

'DSE

E DE

TAIL

S

30'

30'

CULV

ERT

21-1

01-0

0053

7RE

MO

VE E

XIST

ING

72"

CM

PSE

E DE

TAIL

S

CULV

ERT

21-1

01-0

6511

9RE

MO

VE E

XIST

ING

30"

CM

P1-

30" C

P CL

ASS

III-B

NO

N-M

ETAL

REQ

'D2-

30" A

ECP

REQ

'DSE

E DE

TAIL

S

SEE

BUTT

JOIN

TCO

NST

RUCT

ION

DET

AIL

SEE

BUTT

JOIN

TCO

NST

RUCT

ION

DET

AIL



207+

75

1475

1480

1490

1475

1480

1490

010

2030

4050

6070

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0

207+

78

1470

1480

1490

1470

1480

1490

010

2030

4050

6070

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0

207+

85

1470

1480

1490

1470

1480

1490

010

2030

4050

6070

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0

LHF

STAT

ION

207

+79

- 207

+93

CP C

LASS

III-B

NO

N-M

ETAL

24"

REQ

'DSK

EW 7

° RH

F

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

TEL

WET

LAN

D

WET

LAN

D

WET

LAN

D

WET

LAN

D

1477

.69-61

.00

1475

.7068

.00

1486

.500.0

0

1486

.1312

.00

1485

.8525

.98

1486

.500.0

0

1486

.26-12

.00

1485

.94

-27.97

1485

.23

28.47

1479

.16-67

.04

3.1%

2.0%

4.0:

1

4.0:

1

4.0:

1

1486

.520.0

014

85.84

19.93

1485

.67

28.09

1486

.520.0

0

1486

.09

-21.46

1476

.3570

.58

3.4%

2.0%

4.0:

1

4.0:

1

WIS

DOT/

CADD

S SH

EET

49EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\090

201_

XS.D

WG

FILE

NAM

E :

12/1

4/20

20 7

:04

AMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

9

PRO

JECT

NO

:PL

OT

NAM

E :

9

CRO

SS S

ECTI

ON

S:SH

EET

PLO

T SC

ALE

:

9304

-12-

70ST

H 1

01FO

REST

207+

85 C

ULV

ERT

21-1

01-0

6511

7 FI

NAL

PLO

T SC

ALE

:

10 F

T

10 F

T

9304

-12-

70ST

H 1

01FO

REST

LAYO

UT

NAM

E - 0

31

IN:1

0 FT

HO

RZ. /

1 IN

:10

FT V

ERT.



214+

01

1470

1480

1490

1500

1470

1480

1490

1500

010

2030

4050

6070

8090

100

0-1

0-2

0-3

0-4

0-5

0

1476

.9480

.36

TEL

WET

LAN

D

CP C

LASS

III-B

NO

N-M

ETAL

30"

REQ

'D14

77.82

83.02

SE

E N

EX

T S

HE

ET

F

OR

W

ES

T H

AL

F

1491

.2412

.00

1491

.480.0

0

1491

.0322

.62

1476

.9480

.38

2.0%

4.1:

1

3.0:

1

WIS

DOT/

CADD

S SH

EET

49EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\090

201_

XS.D

WG

FILE

NAM

E :

12/1

4/20

20 7

:04

AMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

9

PRO

JECT

NO

:PL

OT

NAM

E :

9

CRO

SS S

ECTI

ON

S:SH

EET

PLO

T SC

ALE

:

9304

-12-

70ST

H 1

01FO

REST

214+

01 -

216+

00 -

CULV

ERTS

21-

101-

0651

19+2

1-10

1-00

0537

FIN

ALPL

OT

SCAL

E :

10 F

T

10 F

T

9304

-12-

70ST

H 1

01FO

REST

LAYO

UT

NAM

E - 1

01

IN:1

0 FT

HO

RZ. /

1 IN

:10

FT V

ERT.



214+

01

1470

1480

1490

1500

1470

1480

1490

1500

010

2030

4050

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

CP C

LASS

III-B

NO

N-M

ETAL

30"

REQ

'D

SE

E P

RE

VIO

US

S

HE

ET

F

OR

E

AS

T H

AL

F

1491

.480.0

0

1491

.480.0

0

1491

.24-12

.00

1491

.03-22

.62

1477

.20-80

.71

2.0%

2.0%

4.2:

1

Hor

izon

tal

WIS

DOT/

CADD

S SH

EET

49EH

WY:

COU

NTY

:K:

\118

2706

\CIV

IL3D

\930

4120

0\SH

EETS

PLAN

\090

201_

XS.D

WG

FILE

NAM

E :

12/1

4/20

20 7

:05

AMPL

OT

DATE

:PL

OT

BY :

LIET

ZAU

, SCO

TT

9

PRO

JECT

NO

:PL

OT

NAM

E :

9

CRO

SS S

ECTI

ON

S:SH

EET

PLO

T SC

ALE

:

9304

-12-

70ST

H 1

01FO

REST

214+

01 -

216+

00 -

CULV

ERTS

21-

101-

0651

19+2

1-10

1-00

0537

FIN

ALPL

OT

SCAL

E :

10 F

T

10 F

T

9304

-12-

70ST

H 1

01FO

REST

LAYO

UT

NAM

E - 1

11

IN:1

0 FT

HO

RZ. /

1 IN

:10

FT V

ERT.



Wisconsin Department of Transportation 12/17/2020 12:06:48

Proposal ID: 20210112030 Project(s): 9304-11-70, 9304-12-70Federal ID(s): WISC 2021098, WISC 2021097

0001 Contract ItemsSECTION:

Alt Set ID: Alt Mbr ID:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescriptionItem ID

ProposalLine

Number

0002 201.0105Clearing STA

8.000_________._____ _________._____

0004 201.0120Clearing ID

28.000_________._____ _________._____

0006 201.0205Grubbing STA

8.000_________._____ _________._____

0008 201.0220Grubbing ID

28.000_________._____ _________._____

0010 203.0100Removing Small Pipe Culverts EACH

12.000_________._____ _________._____

0012 203.0200Removing Old Structure (station) 01.216+00

LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0020 204.0110Removing Asphaltic Surface SY

430.000_________._____ _________._____

0022 204.0115Removing Asphaltic Surface Butt Joints SY

723.000_________._____ _________._____

0024 204.0120Removing Asphaltic Surface Milling SY

238,438.000_________._____ _________._____

0026 204.0150Removing Curb & Gutter LF

1,583.000_________._____ _________._____

0028 204.0180Removing Delineators and Markers EACH

10.000_________._____ _________._____

0030 204.9060.SRemoving (item description) 01.Removing Culvert Endwalls

EACH1.000

_________._____ _________._____

Proposal Schedule of Items Page 1 of 7







ProposalLine

Number

0032 205.0100Excavation Common CY

7,970.000_________._____ _________._____

0034 208.0100Borrow CY

2,479.000_________._____ _________._____

0036 209.2500Backfill Granular Grade 2 TON

140.000_________._____ _________._____

0038 211.0100Prepare Foundation for Asphaltic Paving(project) 01. 9304-12-70

LUMP SUM _________._____LS

0040 211.0100Prepare Foundation for Asphaltic Paving(project) 02. 9304-11-70

LUMP SUM _________._____LS

0042 211.0400Prepare Foundation for AsphalticShoulders

STA366.000

_________._____ _________._____

0044 213.0100Finishing Roadway (project) 01. 9304-12-70

EACH1.000

_________._____ _________._____

0046 213.0100Finishing Roadway (project) 02. 9304-11-70

EACH1.000

_________._____ _________._____

0048 305.0110Base Aggregate Dense 3/4-Inch TON

3,606.000_________._____ _________._____

0050 305.0120Base Aggregate Dense 1 1/4-Inch TON

4,205.000_________._____ _________._____

0052 455.0605Tack Coat GAL

17,150.000_________._____ _________._____

0054 460.0105.SHMA Percent Within Limits (PWL) TestStrip Volumetrics

EACH1.000

_________._____ _________._____

0056 460.0110.SHMA Percent Within Limits (PWL) TestStrip Density

EACH2.000

_________._____ _________._____

1.000000058 460.2000

Incentive Density HMA Pavement DOL415.000

415.00

1.000000060 460.2005

Incentive Density PWL HMA Pavement DOL19,550.000

19,550.00








ProposalLine

Number

1.000000062 460.2007

Incentive Density HMA PavementLongitudinal Joints

DOL132,468.000

132,468.00

1.000000064 460.2010

Incentive Air Voids HMA Pavement DOL23,160.000

23,160.00

0066 460.6224HMA Pavement 4 MT 58-28 S TON

26,784.000_________._____ _________._____

0068 465.0105Asphaltic Surface TON

1,271.000_________._____ _________._____

0070 465.0110Asphaltic Surface Patching TON

1,215.000_________._____ _________._____

0072 465.0475Asphalt Centerline Rumble Strips 2-LaneRural

LF40,405.000

_________._____ _________._____

0074 520.1036Apron Endwalls for Culvert Pipe 36-Inch EACH

2.000_________._____ _________._____

0076 520.3636Culvert Pipe Class III-B Non-metal 36-Inch

LF78.000

_________._____ _________._____

0078 522.0124Culvert Pipe Reinforced Concrete ClassIII 24-Inch

LF234.000

_________._____ _________._____

0082 522.0136Culvert Pipe Reinforced Concrete ClassIII 36-Inch

LF52.000

_________._____ _________._____

0084 522.1024Apron Endwalls for Culvert PipeReinforced Concrete 24-Inch

EACH8.000

_________._____ _________._____


EACH2.000

_________._____ _________._____

0090 522.2324Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-III 24x38-Inch

LF45.000

_________._____ _________._____

0092 522.2624Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical24x38-Inch

EACH2.000

_________._____ _________._____








ProposalLine

Number

0094 525.0330Apron Endwalls for Culvert PipeAluminum 30-Inch

EACH2.000

_________._____ _________._____

0096 601.0411Concrete Curb & Gutter 30-Inch Type D LF

1,521.000_________._____ _________._____

0098 601.0557Concrete Curb & Gutter 6-Inch Sloped36-Inch Type D

LF62.000

_________._____ _________._____

0100 606.0200Riprap Medium CY

21.000_________._____ _________._____

0102 611.8115Adjusting Inlet Covers EACH

5.000_________._____ _________._____

0104 614.0397Guardrail Mow Strip Emulsified Asphalt SY

89.000_________._____ _________._____

0106 614.2300MGS Guardrail 3 LF

1,837.500_________._____ _________._____

0108 614.2610MGS Guardrail Terminal EAT EACH

8.000_________._____ _________._____

0110 618.0100Maintenance And Repair of Haul Roads(project) 01. 9304-12-70

EACH1.000

_________._____ _________._____

0112 618.0100Maintenance And Repair of Haul Roads(project) 02. 9304-11-70

EACH1.000

_________._____ _________._____

0114 619.1000Mobilization EACH

1.000_________._____ _________._____

0116 624.0100Water MGAL

85.500_________._____ _________._____

0118 625.0100Topsoil SY

14,275.000_________._____ _________._____

0120 627.0200Mulching SY

130.000_________._____ _________._____

0122 628.1504Silt Fence LF

11,460.000_________._____ _________._____

0124 628.1520Silt Fence Maintenance LF

3,820.000_________._____ _________._____








ProposalLine

Number

0126 628.1905Mobilizations Erosion Control EACH

13.000_________._____ _________._____

0128 628.1910Mobilizations Emergency Erosion Control EACH

5.000_________._____ _________._____

0130 628.2008Erosion Mat Urban Class I Type B SY

3,545.000_________._____ _________._____

0132 628.2023Erosion Mat Class II Type B SY

10,600.000_________._____ _________._____

0134 628.2027Erosion Mat Class II Type C SY

50.000_________._____ _________._____

0136 628.7015Inlet Protection Type C EACH

11.000_________._____ _________._____

0138 628.7555Culvert Pipe Checks EACH

88.000_________._____ _________._____

0140 628.7570Rock Bags EACH

1,432.000_________._____ _________._____

0142 629.0210Fertilizer Type B CWT

11.820_________._____ _________._____

0144 630.0120Seeding Mixture No. 20 LB

465.300_________._____ _________._____

0146 630.0500Seed Water MGAL

225.400_________._____ _________._____

0148 633.5200Markers Culvert End EACH

28.000_________._____ _________._____

0150 642.5001Field Office Type B EACH

1.000_________._____ _________._____

0152 643.0300Traffic Control Drums DAY

712.000_________._____ _________._____

0154 643.0420Traffic Control Barricades Type III DAY

221.000_________._____ _________._____

0156 643.0705Traffic Control Warning Lights Type A DAY

420.000_________._____ _________._____

0158 643.0900Traffic Control Signs DAY

4,500.000_________._____ _________._____








ProposalLine

Number

0160 643.5000Traffic Control EACH

1.000_________._____ _________._____

0162 645.0120Geotextile Type HR SY

62.000_________._____ _________._____

0164 646.1020Marking Line Epoxy 4-Inch LF

183,139.000_________._____ _________._____

0166 646.4520Marking Line Same Day Epoxy 4-Inch LF

23,831.000_________._____ _________._____

0168 646.6120Marking Stop Line Epoxy 18-Inch LF

30.000_________._____ _________._____

0170 648.0100Locating No-Passing Zones MI

12.560_________._____ _________._____

0172 649.0105Temporary Marking Line Paint 4-Inch LF

36,913.000_________._____ _________._____

0174 649.0120Temporary Marking Line Epoxy 4-Inch LF

49,113.000_________._____ _________._____

0176 650.5500Construction Staking Curb Gutter andCurb & Gutter

LF1,257.000

_________._____ _________._____

0178 650.6000Construction Staking Pipe Culverts EACH

14.000_________._____ _________._____

0180 650.8000Construction Staking ResurfacingReference

LF66,298.000

_________._____ _________._____

0182 650.9910Construction Staking SupplementalControl (project) 01. 9304-12-70

LUMP SUM _________._____LS

0184 650.9910Construction Staking SupplementalControl (project) 02. 9304-11-70

LUMP SUM _________._____LS

0186 650.9920Construction Staking Slope Stakes LF

2,012.000_________._____ _________._____

0188 690.0150Sawing Asphalt LF

2,962.000_________._____ _________._____

0190 690.0250Sawing Concrete LF

109.000_________._____ _________._____








ProposalLine

Number

1.000000192 740.0440

Incentive IRI Ride DOL50,225.000

50,225.00

5.000000194 ASP.1T0A

On-the-Job Training Apprentice at$5.00/HR

HRS2,000.000

10,000.00

5.000000196 ASP.1T0G

On-the-Job Training Graduate at$5.00/HR

HRS1,260.000

6,300.00

0198 SPV.0090Special 01. Salvaged Cable Guard LF

2,060.000_________._____ _________._____

0200 SPV.0180Special 01. Protective ThermoplasticCoating at Snowmobile Trail Crossings

SY74.000

_________._____ _________._____

0202 SPV.0180Special 02. Removing Asphaltic SurfaceMilling Roadway Repair

SY5,300.000

_________._____ _________._____

0204 SPV.0180Special 03. Asphaltic Slope Stabilization SY

60.000_________._____ _________._____

0206 520.1024Apron Endwalls for Culvert Pipe 24-Inch EACH

12.000_________._____ _________._____


EACH2.000

_________._____ _________._____


LF486.000

_________._____ _________._____


LF134.000

_________._____ _________._____

Section: 0001 _________._____Total:

Total Bid: _________._____


93041170Prop30Add01January2021soi93041170Prop30Add01January2021_PlanSheets93041170_AddendumSheets93041270_AddendumSheets

soi

Documents

Wisconsin Department of Transportation...2021/01/12 · EA 20 -10 10 Added Bid Item Quantities Bid Item Item Description Unit Old Quantity Revised Quantity Proposal Total 520.1024