Wisconsin Department of Transportation...2021/01/12 · Wisconsin Department of Transportation...

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

January 7, 2020

NOTICE TO ALL CONTRACTORS: Proposal #33: 1021-00-78, WISC 2021 100

Baldwin - Menomonie CTH NN Bridge EB B-55-0271 IH 94 St. Croix County

1021-00-79, WISC 2021 101 Baldwin - Menomonie CTH NN Bridge WB B-55-0270 IH 94 St. Croix County

1021-04-77, WISC 2021 102 Baldwin - Menomonie Carr Creek EB Br B-55-0281 & 0285 IH 94 St. Croix County

1021-04-78, WISC 2021 103 Baldwin - Menomonie Carr Creek WB Br B-55-0282 & 0286 IH 94 St. Croix County

Letting of January 12, 2021 This is Addendum No. 04, which provides for the following: Special Provisions:

Revised Special Provisions Article

No. Description

26 Cable Barrier Type 1, Item 613.1100.S; Cable Barrier End Terminal Type 1, Item 613.1200.S Schedule of Items:

Revised Bid Item Quantities

Bid Item Item Description Unit Old

Quantity Revised Quantity

Proposal Total

460.6224 HMA Pavement 4 MT 58-28 S TON 4745 -880 3865 613.1100.S Cable Barrier Type 1 LF 7250 -2875 4375 613.1200.S Cable Barrier End Terminal Type 1 EACH 14 -8 6 614.0220 Steel Thrie Beam Bullnose Terminal EACH 1 2 3

Added Bid Item Quantities



Proposal Total

203.0200.05 Removing Old Structure 158+25.29 EB LS 0 1 1 312.0110 Select Crushed Material TON 0 12848 12848

460.6244 HMA Pavement 4 MT 58-34 S TON 0 880 880 614.0230 Steel Thrie Beam LF 0 253 253

Deleted Bid Item Quantities



Proposal Total

203.0200.01 Removing Old Structure 158+25.29 WB LS 1 -1 0 312.0115 Select Crushed Material CY 6118 -6118 0

Plan Sheets:

Revised Plan Sheets Plan

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

11 Finished Typical Sections (Revised agg shld note) 12 Finished Typical Sections (Revised pavement layer note)

114 Miscellaneous Quantities (Revised select crush material bid item) 129 Miscellaneous Quantities (Revised HMA quantities, add HMA bid item) 135 Miscellaneous Quantities (Revised select crush material bid item) 137 Miscellaneous Quantities (Revised HMA quantities, add HMA bid item)

Added Plan Sheets

Plan Sheet

Plan Sheet Title (brief description of why sheet was added)

106A-C Cable Barrier Borings 213A-H Steel Thrie Beam Bullnose Terminal (SDD 14B26)

The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.

Sincerely,

Mike Coleman Proposal Development Specialist Proposal Management Section

ADDENDUM NO. 04

1021-00-78, 1021-00-79, 1021-04-77 and 1021-04-78

January 7, 2021

Special Provisions

26. Cable Barrier Type 1, Item 613.1100.S; Cable Barrier End Terminal Type 1 Item 613.1200.S.

Replace paragraph one under section titled A Description with the following: This special provision describes providing socketed high-tension TL-4 cable guard meeting the National Cooperative Highway Research Program (NCHRP) Report 350, Test Level 4. Schedule of Items Attached, dated January 7, 2021, are the revised Schedule of Items Pages 1 – 16. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 11, 12, 114, 129, 135, and 137 Added: 106A – 106C and 213A – 213H

END OF ADDENDUM

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Addendum No. 04 ID 1021-04-77 Added Sheet 106C January 7, 2021

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Addendum No. 04 ID 1021-04-77/78 Added Sheet 213A January 7, 2021

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Addendum No. 04 ID 1021-04-77/78 Added Sheet 213B January 7, 2021

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TIO

N A

- A

GR

OU

ND

LIN

ESEE

CAB

LE A

NC

HO

RAS

SEM

BLYD

ETAI

LSE

E N

OSE

CAB

LER

ETAI

NIN

G C

LIP

DET

AIL

NO

SE

CA

BLE

RE

TA

ININ

G C

LIP

T2T1

Q1

E2

A3

301

L1

GR

OU

ND

LIN

E

SEE

DET

AIL

"B"

SEE

DET

AIL

"A"

2' - 7 58"TO TOP OF RAIL1"

DE

TA

IL "

A"

DE

TA

IL "

B"

S2S1

R1

L1

E2E4

Q1

PO

ST

8

SEE

DET

AIL

"C"

DE

TA

IL "

C"

TH

RIE

BE

AM

SP

LIC

E

E1

E3

P2P3

302

300

T3

P1P2

P3

Q2

F1 F2 F3

C2

S1S2

E4

SEE

ANC

HO

R B

RAC

KET

ASSE

MBL

Y D

ETAI

L.

SEE

ANC

HO

R C

ABLE

ASS

EMBL

Y D

ETAI

L

ON

E W

ASH

ER B

ETW

EEN

BO

LT H

EAD

AN

D R

AIL

AND

BET

WEE

NN

UT

AND

AN

CH

OR

BR

ACKE

T AS

SEM

BLY.

ON

E W

ASH

ER B

ETW

EEN

BO

LD H

EAD

AN

D F

OU

ND

ATIO

N T

UBE

AND

BET

WEE

N N

UT

AND

FO

UN

DAT

ION

TU

BE.

300

301

302

303G

EN

ER

AL

NO

TE

S

CA

BLE

AN

CH

OR

AS

SE

MB

LY

N1

N2

N1

N2

E4

E3E4

E2E1

L2 A1

J1

W1 D

IREC

TIO

N O

F TR

AFFI

C

SDDSDD

14B26 - 04c14B26 - 04c

STAT

E O

F W

ISC

ON

SIN

DEP

ARTM

ENT

OF

TRAN

SPO

RTA

TIO

N

ST

EE

L T

HR

IE B

EA

MB

ULL

NO

SE

TE

RM

INA

L

DOTMPC

Typewritten Text

213C

DOTMPC

Text Box

Addendum No. 04 ID 1021-04-77/78 Added Sheet 213C January 7, 2021

PO

ST

NO

. 1

PO

ST

NO

. 2

PO

ST

NO

S. 3

-8P

OS

T N

OS

. 9 A

ND

ALL

ST

EE

LT

HR

IE B

EA

M P

OS

TS

BE

YO

ND

GR

OU

ND

LIN

E

7' -

10"

2' -

7 5

8"

1"

5' -

10"

2' -

7 5

8"

1"

3' -

4"

2' -

7 5

8"

1"

3' -

9 3

8"

2' -

7 5

8"

1"

6' -

6"

L1L1

C2

M1

B2

A1

A2

E2

400

E1

D3

D2

D1

D1

E4

J1J1

J1

G1

2 3

4" M

AX.

2 3

4" M

AX.

U2

U1

C2

B2

DE

TA

IL "

A"

SEE

DET

AIL

"A"

U3

C1

B1

C1

C2

B2

B1

U1U

2

U2U

2

U3

DE

TA

IL "

A"

F1F2

F3F1

F2F3

G2

G3

G1

G2

G3

G1

G2

G3

G1

G2

G3

SEE

DET

AIL

"B"

Q1

R1

S2 DE

TA

IL "

B"

G1

G2

G3

E2

S1

H1

H2

H3

EX

PLO

DE

D V

IEW

RAI

L C

AN B

E E3

OR

E4

DEP

END

ING

ON

PO

ST L

OC

ATIO

N.

TOR

QU

E BO

LD B

ETW

EEN

60-

75 F

T-LB

HEI

GH

T W

ILL

VAR

Y W

ITH

IN H

EIG

HT

TRAN

SITI

ON

TO

OTH

ER H

ARD

WAR

E.SE

E N

OTE

213

, SH

EET

"b".

400

401G

EN

ER

AL

NO

TE

S

H1

H2

H3

401

401

402

402

SDDSDD

14B26 - 04d14B26 - 04d

STAT

E O

F W

ISC

ON

SIN

DEP

ARTM

ENT

OF

TRAN

SPO

RTA

TIO

N

ST

EE

L T

HR

IE B

EA

MB

ULL

NO

SE

TE

RM

INA

L

DOTMPC

Typewritten Text

213D

DOTMPC

Text Box

Addendum No. 04 ID 1021-04-77/78 Added Sheet 213D January 7, 2021

8"6"

1' - 2 14"

BLO

CK

OU

T (

D1)

7 18"

ELE

VA

TIO

NP

RO

FILE

1 3

4"

8"6"

1' - 2 14"

7 18" 7 18"

1 3

4"

8"6"

1' - 2 14"

7 18" 7 18"

3"

BLO

CK

OU

T (

D2)

ELE

VA

TIO

NB

LOC

KO

UT

(D

3)E

LEV

AT

ION

34"

DIA

.3

4" D

IA.

34"

DIA

.

PR

OFI

LEP

RO

FILE

FOU

ND

AT

ION

TU

BE

ELE

VA

TIO

N

3"

34"

DIA

.

6"

8"

6"

8"

X1"

17"

PR

OFI

LE

3 16"

UP

PE

R S

HE

AR

PLA

TE

(C

1)

5 1 2"

7 12" 7 18" 7 58"

2 3

4"

5 1 2"

34"

DIA

.

78"

DIA

.

2 1 2"

DIA

.

1' - 2 38"

3' 10"

2' - 5 18"7

1 2"

3 3

4"

BC

T P

OS

T (

L1)

ELE

VA

TIO

NP

RO

FILE

3 16"

3 15

16"

5 1316"

1"

3 15

16"

34"

34"

1"

Y7 18"

34"

DIA

.

PO

ST

ELE

VA

TIO

N

13"

13"

58"

34"

1 1 2"

10"

1 1 2"

1 12"

5 12"

2 12"

1 2" D

IA.

1 1 2"

10"

1 1 2"

1 12"

5 12"

2 12"

2"

1316

" DIA

.1 2"

DIA

.

3"

PLA

N

PR

OFI

LE

LOW

ER

SH

EA

R P

LAT

E (

B1)

PR

OFI

LE

PLA

N

PLA

N

ELE

VA

TIO

NP

RO

FILE

ELE

VA

TIO

NP

RO

FILE

UP

PE

R P

OS

T A

SS

EM

BLY

LOW

ER

PO

ST

AS

SE

MB

LY

3 3

4"

3/16

"1/

4"TY

P.

34"

3/16

"

2 1 2"

1 2"

1" D

IA.

PAR

T

A1 A2 B2

LEN

GTH

"X"

8' -

0"

6' -

0"

3' -

6"

PAR

T

M1

M2

C2

LEN

GTH

"Y"

6' -

6"

5' -

8 5/

8"

2' -

8 5/

8"

C1

C2

C1

C2

B2B2

B1B1

C2

C1

B1B2

SDDSDD

14B26 - 04e14B26 - 04e

STAT

E O

F W

ISC

ON

SIN

DEP

ARTM

ENT

OF

TRAN

SPO

RTA

TIO

N

ST

EE

L T

HR

IE B

EA

MB

ULL

NO

SE

TE

RM

INA

L

DOTMPC

Typewritten Text

213E

DOTMPC

Text Box

Addendum No. 04 ID 1021-04-77/78 Added Sheet 213E January 7, 2021

2" (T

YP.)

8 1 2"

(TYP

.)6

1 4"(T

YP.)

6' -

3" (T

YP.)

SLO

TT

ED

TH

RIE

BE

AM

RA

IL E

1

2932

" DIA

. X 1

1 8" S

LOT

(TYP

.)3

4" D

IA. X

2 1 2"

SLO

T (T

YP.)

SLO

TT

ED

TH

RIE

BE

AM

RA

IL E

3

12' -

6"

12' -

6"

2932

" DIA

. X 1

1 8" S

LOT

(TYP

.)3

4" D

IA. X

2 1 2"

SLO

T (T

YP.)

34"

DIA

X 1

1 3

4" S

LOT

(TYP

.)

2" (T

YP.)

8 1 2"

(TYP

.)

6 1 4"

(TYP

.)15

58"

21 5

8"21

58"

16 1 8"

9"9

78"

6' -

3" (T

YP.)

8 1 2"

BEN

D R

ADIU

S =

5' -

2 3 16

"

9' -

9 15

16"

34"

DIA

. X 2

1 2" S

LOT

(TYP

.)3

4" D

IA. X

2 1 2"

SLO

T (T

YP.)

2932

" DIA

. X 1

1 8" S

LOT

(TYP

.)3

4" D

IA. X

1 1 8"

SLO

T (T

YP.)

34"

DIA

. X 2

' - 3

" SLO

T (T

YP.)

34"

DIA

. X 2

1 2" S

LOT

(TYP

.)

2932

" DIA

. X 1

1 8" S

LOT

(TYP

.)

34"

DIA

. X 9

34"

SLO

T (T

YP.)

12' -

6"

78"

DIA

. (TY

P.)

SLO

TT

ED

TH

RIE

BE

AM

RA

IL E

2P

LAN

VIE

W

SLO

TT

ED

TH

RIE

BE

AM

RA

IL E

4P

LAN

VIE

W

BEN

D R

ADIU

S =

34' -

1 7 16

"

13' -

4 13

16"

2" (T

YP.)

8 1 2"

(TYP

.)2"

(TYP

.)

8 1 2"

(TYP

.)

6 1 4"

(TYP

.)1'

- 2

1 8"

2' -

10 3

8"3'

- 4

58"

6' -

3"

11 3

4"1'

- 8

58"

2' -

4 1 2"

8 "

2"1"

1 3

8"6

1 4"4

1516

"4"

6 1 4"

(TYP

.)10

58"

1' -

78"

(TYP

.)

4' -

1 1 8"

4"3

4" D

IA. X

8 7

8" S

LOT

(TYP

.)

12' -

6"

34"

DIA

. (TY

P.)

7' -

4 3

4"4 3 16

"

ELE

VA

TIO

N V

IEW

NO

N -

RA

DIU

SE

DS

LOT

TE

D T

HR

IE B

EA

M R

AIL

E4

ELE

VA

TIO

N V

IEW

NO

N -

RA

DIU

SE

D

SDDSDD

14B26 - 04f14B26 - 04f

STAT

E O

F W

ISC

ON

SIN

DEP

ARTM

ENT

OF

TRAN

SPO

RTA

TIO

N

ST

EE

L T

HR

IE B

EA

MB

ULL

NO

SE

TE

RM

INA

L

DOTMPC

Typewritten Text

213F

DOTMPC

Text Box

Addendum No. 04 ID 1021-04-77/78 Added Sheet 213F January 7, 2021

NO

SE

CA

BLE

AN

D S

WA

GE

BU

TT

ON

14' -

6"

U -

BO

LTP

LAT

E W

AS

HE

R (

T2)

1 1 4"

1 1 4"

R 1 4"

2 1 4"

1 4"

1 4" -

20 U

NC

38" 2 1 4" 3

4"

38"

1 1 2"

38"5 16

" DIA

.(T

YP.) 2

1 4"

1 8"

ELE

VA

TIO

N V

IEW

PR

OFI

LE V

IEW

NO

SE

CA

BLE

AN

CH

OR

(R

1)

2"8

58"

2"

2932

" DIA

. X 1

1 8" S

LOT

1 3 16

" 2"

3 16"

1 1 4"

4 1 8"

55°

ELE

VA

TIO

N V

IEW

PR

OFI

LE V

IEW

PLA

N V

IEW

AN

CH

OR

CA

BLE

AS

SE

MB

LY

6' -

6"

4' -

0"

1' -

4"

2" (T

YP.)

4" (T

YP.)

34"

DIA

. (TY

P.)

AN

CH

OR

BR

AC

KE

TE

ND

PLA

TE

(N

2)

1/4"

3 SI

DES

ELE

VA

TIO

N V

IEW

1"

55°

5 5

8"1

34" PR

OFI

LE V

IEW

38"

3"

2 3

4"

1 1 2"

1 3

8"

AN

CH

OR

BR

AC

KE

T A

SS

EM

BLY

(N

1)

ELE

VA

TIO

N V

IEW

PR

OFI

LE V

IEW

BC

T B

EA

RIN

G P

LAT

E (

A3)

5"

3'-4

"

4"

8" 1 1 8"

DIA

.

58"

5"7"

1 1 2"

6"

1 8"

2 3

8" D

IA.

ELE

VA

TIO

N V

IEW

PR

OFI

LE V

IEW

BC

T P

OS

T S

LEE

VE

(L2

)

1' -

3"

V4V3

V2V1

V4V3

V1

U -

BO

LTN

UT

(T

3)U

- B

OLT

(T1)

V2

Q1

Q2

N2

N1

N1

N2

N2 N

1

SDDSDD

14B26 - 04g14B26 - 04g

STAT

E O

F W

ISC

ON

SIN

DEP

ARTM

ENT

OF

TRAN

SPO

RTA

TIO

N

ST

EE

L T

HR

IE B

EA

MB

ULL

NO

SE

TE

RM

INA

L

DOTMPC

Typewritten Text

213G

DOTMPC

Text Box

Addendum No. 04 ID 1021-04-77/78 Added Sheet 213G January 7, 2021

PAR

TN

UM

BER

A1 A2

DES

CR

IPTI

ON

MAT

ERIA

L SP

ECIF

ICAT

ION

LONG

FO

UNDA

TIO

N TU

BE

FOUN

DATI

ON

TUBE

AASH

TO M

111/

ASTM

A12

3 AS

TM A

500

GRAD

E B

OR

ASTM

A-5

01

AASH

TO M

111/

ASTM

A12

3 AS

TM A

500

GRAD

E B

OR

ASTM

A-5

01

AASH

TO M

111/

ASTM

A12

3 AS

TM A

36 M

IN S

TREN

GTH

36 K

SI, O

R AS

TM A

529

MAX

. STR

ENGT

H 50

KSI

, OR

ASTM

A57

2 M

AX.

STRE

NGTH

50

KSI,

OR

ASTM

A70

9 M

AX. S

TREN

GTH

50 K

SI, O

R AS

TM A

992

MAX

. STR

ENGT

H 50

KSI

A3BE

ARIN

G PL

ATE

AT P

OST

B1LO

WER

SLI

P PO

ST A

SSEM

BLY

- PLA

TEAA

SHTO

M11

1/AS

TM A

123

ASTM

A36

MIN

STR

ENGT

H 36

KSI

, OR

ASTM

A52

9 M

AX. S

TREN

GTH

50 K

SI, O

R AS

TM A

572

MAX

.ST

RENG

TH 5

0 KS

I, O

R AS

TM A

709

MAX

. STR

ENGT

H 50

KSI

, OR

ASTM

A99

2 M

AX. S

TREN

GTH

50 K

SI

B2LO

WER

SLI

P PO

ST A

SSEM

BLY

- TUB

EAA

SHTO

M11

1/AS

TM A

123

ASTM

A50

0 GR

ADE

B O

R AS

TM A

-501

AASH

TO M

111/

ASTM

A12

3 AS

TM A

36 M

IN S

TREN

GTH

36 K

SI, O

R AS

TM A

529

MAX

. STR

ENGT

H 50

KSI

, OR

ASTM

A57

2 M

AX.

STRE

NGTH

50

KSI,

OR

ASTM

A70

9 M

AX. S

TREN

GTH

50 K

SI, O

R AS

TM A

992

MAX

. STR

ENGT

H 50

KSI

C1

UPPE

R SL

IP P

OST

ASS

EMBL

Y - P

LATE

AASH

TO M

111/

ASTM

A12

3 AS

TM A

6 W

6X9

OR

W6X

8.5

ASTM

A36

MIN

STR

ENGT

H 36

KSI

, OR

ASTM

A52

9 M

AX. S

TREN

GTH

50 K

SI, O

RAS

TM A

572

MAX

. STR

ENGT

H 50

KSI

, OR

ASTM

A70

9 M

AX. S

TREN

GTH

50 K

SI, O

R AS

TM A

992

MAX

. STR

ENGT

H 50

KSI

C2

UPPE

R SL

IP P

OST

ASS

EMBL

Y - P

OST

D1

BLO

CK F

OR

STEE

L PO

ST -

WO

OD

WIS

DOT

SPEC

. 614

D2

TAPE

RED

BLO

CK F

OR

STEE

L PO

ST -

WO

OD

WIS

DOT

SPEC

. 614

D3

TAPE

RED

BLO

CK F

OR

BCT

POST

- W

OO

DW

ISDO

T SP

EC. 6

14

E1TH

RIE

BEAM

RAI

LAA

SHTO

M18

0 CL

ASS

A TY

PE 2

APP

ROVE

D PR

ODU

CER

AASH

TO M

180

CLAS

S A

TYPE

2 A

PPRO

VED

PRO

DUCE

R. IN

DICA

TE R

ADIU

S BE

AM G

UARD

IS B

ENT

TO O

N TH

E BA

CKSI

DE O

F RA

IL.

FOLL

OW

AAS

HTO

M18

0. M

ARK

RADI

US.

E2TH

RIE

BEAM

RAI

L -SH

OP

BENT

AND

PUN

CHED

E3TH

RIE

BEAM

RAI

L - P

UNCH

EDAA

SHTO

M18

0 CL

ASS

A TY

PE 2

APP

ROVE

D PR

ODU

CER

AASH

TO M

180

CLAS

S A

TYPE

2 A

PPRO

VED

PRO

DUCE

R. IN

DICA

TE R

ADIU

S BE

AM G

UARD

IS B

ENT

TO O

N TH

E BA

CKSI

DE O

F RA

IL.

FOLL

OW

AAS

HTO

M18

0. M

ARK

RADI

US.

E4TH

RIE

BEAM

RAI

L -SH

OP

BENT

AND

PUN

CHED

HOT

DIP

AASH

TO M

232

CLAS

S / A

STM

A15

3 CL

ASS

C / A

STM

F23

29 C

OR

MEC

HANI

CAL G

AL. T

O A

ASHT

O M

298

CLAS

S 50

TYP

E 1/

ASTM

B69

5 CL

ASS

50 T

YPE

1 U

NC H

EAVY

HEX

HEA

D A

STM

A30

7 GR

ADE

B O

R SA

E J4

29 G

RADE

2 O

R AS

TM F

1554

GRA

DE 3

6F1

5/8"

DIA

. HEX

HEA

D GR

OUN

D ST

RUT

AND

YOKE

BO

LTHO

T DI

P AA

SHTO

M23

2 CL

ASS

/ AST

M A

153

CLAS

S C

/ AST

M F

2329

C O

R M

ECHA

NICA

L GAL

. TO

AAS

HTO

M29

8 CL

ASS

50 T

YPE

1/AS

TM B

695

CLAS

S 50

TYP

E 1

F43

6 TY

PE 1

(HAR

DEN

WAS

HER

ONL

Y)F2

5/8"

DIA

. GRO

UND

STRU

TAN

D YO

KE B

OLT

- W

ASHE

RHO

T DI

P AA

SHTO

M23

2 CL

ASS

/ AST

M A

153

CLAS

S C

/ AST

M F

2329

C O

R M

ECHA

NICA

L GAL

. TO

AAS

HTO

M29

8 CL

ASS

50 T

YPE

1/AS

TM B

695

CLAS

S 50

TYP

E 1

UNC

OVE

R TA

P NU

TS A

S SP

ECIF

IED

IN A

ASHT

O 2

91/A

STM

A 5

63 H

EAVY

HEX

HEA

D A

STM

A56

3DH

OR

SAE

J995

GRA

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Typewritten Text

213H

DOTMPC

Text Box

Addendum No. 04 ID 1021-04-77/78 Added Sheet 213H January 7, 2021

Wisconsin Department of Transportation 01/07/2021 15:44:55

Proposal ID: 20210112033 Project(s): 1021-00-78, 1021-00-79, 1021-04-77, 1021-04-78Federal ID(s): WISC 2021100, WISC 2021101, WISC 2021102, WISC

2021103

0001 Contract ItemsSECTION:

Alt Set ID: Alt Mbr ID:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescriptionItem ID

ProposalLine

Number

0002 201.0105Clearing STA

74.000_________._____ _________._____

0004 201.0205Grubbing STA

74.000_________._____ _________._____

0006 203.0100Removing Small Pipe Culverts EACH

14.000_________._____ _________._____

0010 203.0200Removing Old Structure (station) 02.158+31.35 WB

LUMP SUM _________._____LS

0012 203.0200Removing Old Structure (station) 03.160+50.91

LUMP SUM _________._____LS

0014 203.0200Removing Old Structure (station) 04.STA 42+48

LUMP SUM _________._____LS

0016 203.0600.SRemoving Old Structure Over WaterwayWith Minimal Debris (station) 01. 42+50

LUMP SUM _________._____LS

0018 203.0600.SRemoving Old Structure Over WaterwayWith Minimal Debris (station) 02. STA43+00

LUMP SUM _________._____LS

0020 204.0100Removing Concrete Pavement SY

39,922.000_________._____ _________._____

0022 204.0120Removing Asphaltic Surface Milling SY

5,430.000_________._____ _________._____

0024 204.0155Removing Concrete Sidewalk SY

18.000_________._____ _________._____

0026 204.0165Removing Guardrail LF

1,835.000_________._____ _________._____

0028 204.0170Removing Fence LF

11,890.000_________._____ _________._____

0030 204.0180Removing Delineators and Markers EACH

14.000_________._____ _________._____

0032 204.0195Removing Concrete Bases EACH

3.000_________._____ _________._____

Proposal Schedule of Items Page 1 of 16



2021103





ProposalLine

Number

0034 204.0220Removing Inlets EACH

11.000_________._____ _________._____

0036 204.9090.SRemoving (item description) 01. CableBarrier

LF3,475.000

_________._____ _________._____

0038 205.0100Excavation Common CY

150,234.000_________._____ _________._____

0040 206.1000Excavation for Structures Bridges(structure) 01. B-55-0271

LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0052 206.2000Excavation for Structures Culverts(structure) 01. C-55-19

LUMP SUM _________._____LS

0054 208.0100Borrow CY

116,051.000_________._____ _________._____

0056 208.1100Select Borrow CY

2,593.000_________._____ _________._____

0058 210.1500Backfill Structure Type A TON

1,832.000_________._____ _________._____

0060 210.2500Backfill Structure Type B TON

685.000_________._____ _________._____




2021103





ProposalLine

Number

0062 213.0100Finishing Roadway (project) 01. 1021-00-78

EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____

0070 305.0110Base Aggregate Dense 3/4-Inch TON

27,635.000_________._____ _________._____

0072 305.0120Base Aggregate Dense 1 1/4-Inch TON

91,532.000_________._____ _________._____

0074 311.0115Breaker Run CY

57.000_________._____ _________._____

0078 415.0120Concrete Pavement 12-Inch SY

43,635.000_________._____ _________._____

0080 415.0410Concrete Pavement Approach Slab SY

900.000_________._____ _________._____

0082 416.0620Drilled Dowel Bars EACH

128.000_________._____ _________._____

0084 416.1010Concrete Surface Drains CY

24.000_________._____ _________._____

0086 416.1110Concrete Shoulder Rumble Strips LF

13,555.000_________._____ _________._____

0088 450.4000HMA Cold Weather Paving TON

1,860.000_________._____ _________._____

0090 455.0605Tack Coat GAL

5,785.000_________._____ _________._____

1.000000092 460.2000

Incentive Density HMA Pavement DOL7,150.000

7,150.00




2021103





ProposalLine

Number

0094 460.6223HMA Pavement 3 MT 58-28 S TON

6,475.000_________._____ _________._____


3,865.000_________._____ _________._____

0098 465.0110Asphaltic Surface Patching TON

1,155.000_________._____ _________._____

0100 465.0125Asphaltic Surface Temporary TON

23,810.000_________._____ _________._____

0102 465.0400Asphaltic Shoulder Rumble Strips LF

16,900.000_________._____ _________._____

0104 501.1000.SIce Hot Weather Concreting LB

24,830.000_________._____ _________._____

0106 502.0100Concrete Masonry Bridges CY

4,178.000_________._____ _________._____

0108 502.3200Protective Surface Treatment SY

5,643.000_________._____ _________._____

0110 502.3210Pigmented Surface Sealer SY

979.000_________._____ _________._____

0112 502.4205Adhesive Anchors No. 5 Bar EACH

42.000_________._____ _________._____

0114 503.0128Prestressed Girder Type I 28-Inch LF

2,590.000_________._____ _________._____

0116 503.0137Prestressed Girder Type I 36W-Inch LF

1,855.000_________._____ _________._____

0118 504.0100Concrete Masonry Culverts CY

101.000_________._____ _________._____

0120 505.0400Bar Steel Reinforcement HS Structures LB

89,475.000_________._____ _________._____

0122 505.0600Bar Steel Reinforcement HS CoatedStructures

LB559,320.000

_________._____ _________._____

0124 505.0800.SBar Steel Reinforcement HS StainlessStructures

LB10,655.000

_________._____ _________._____




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ProposalLine

Number

0126 506.2605Bearing Pads Elastomeric Non-Laminated

EACH216.000

_________._____ _________._____

0128 506.4000Steel Diaphragms (structure) 01. B-55-0271

EACH15.000

_________._____ _________._____


EACH21.000

_________._____ _________._____


EACH18.000

_________._____ _________._____


EACH9.000

_________._____ _________._____


EACH18.000

_________._____ _________._____


EACH9.000

_________._____ _________._____

0140 511.1100Temporary Shoring SF

1,700.000_________._____ _________._____

0142 511.1200Temporary Shoring (structure) 01. C-55-19

SF1,660.000

_________._____ _________._____

0144 511.1200Temporary Shoring (structure) 02. B-55-0270

SF650.000

_________._____ _________._____


SF1,500.000

_________._____ _________._____


SF1,350.000

_________._____ _________._____


SF300.000

_________._____ _________._____




2021103





ProposalLine

Number

0152 516.0500Rubberized Membrane Waterproofing SY

181.000_________._____ _________._____

0154 520.1018Apron Endwalls for Culvert Pipe 18-Inch EACH

4.000_________._____ _________._____


1.000_________._____ _________._____


4.000_________._____ _________._____

0160 520.2018Culvert Pipe Temporary 18-Inch LF

1,400.000_________._____ _________._____

0162 520.3424Culvert Pipe Class III-A Non-metal 24-Inch

LF238.000

_________._____ _________._____

0164 520.3636Culvert Pipe Class III-B Non-metal 36-Inch

LF266.000

_________._____ _________._____

0166 522.0124Culvert Pipe Reinforced Concrete ClassIII 24-Inch

LF937.000

_________._____ _________._____

0168 522.0130Culvert Pipe Reinforced Concrete ClassIII 30-Inch

LF279.000

_________._____ _________._____

0170 522.1018Apron Endwalls for Culvert PipeReinforced Concrete 18-Inch

EACH5.000

_________._____ _________._____


EACH9.000

_________._____ _________._____


EACH2.000

_________._____ _________._____

0176 531.1100Concrete Masonry Ancillary StructuresType NS

CY7.000

_________._____ _________._____

0178 531.1140Steel Reinforcement HS AncillaryStructures Type NS

LB870.000

_________._____ _________._____




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ProposalLine

Number

0180 550.0020Pre-Boring Rock or ConsolidatedMaterials

LF1,470.000

_________._____ _________._____

0182 550.0500Pile Points EACH

168.000_________._____ _________._____

0184 550.1120Piling Steel HP 12-Inch X 53 Lb LF

3,315.000_________._____ _________._____

0186 550.2106Piling CIP Concrete 10 3/4 X 0.365-Inch LF

8,140.000_________._____ _________._____

0188 601.0576Concrete Curb & Gutter 4-Inch Sloped30-Inch Type J

LF50.000

_________._____ _________._____

0190 601.0590Concrete Curb & Gutter 4-Inch Sloped36-Inch Type TBTT

LF560.000

_________._____ _________._____

0192 602.0405Concrete Sidewalk 4-Inch SF

160.000_________._____ _________._____

0194 603.8000Concrete Barrier Temporary PrecastDelivered

LF38,810.000

_________._____ _________._____

0196 603.8125Concrete Barrier Temporary PrecastInstalled

LF55,580.000

_________._____ _________._____

0198 603.8500Anchoring Concrete Barrier TemporaryPrecast

LF11,850.000

_________._____ _________._____

0200 603.8505Anchoring Concrete Barrier TemporaryPrecast on Bridge Decks

LF205.000

_________._____ _________._____

0202 604.0500Slope Paving Crushed Aggregate SY

1,380.000_________._____ _________._____

0204 606.0100Riprap Light CY

66.000_________._____ _________._____

0206 606.0300Riprap Heavy CY

2,068.000_________._____ _________._____




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ProposalLine

Number

0208 611.0430Reconstructing Inlets EACH

5.000_________._____ _________._____

0210 611.0642Inlet Covers Type MS EACH

12.000_________._____ _________._____

0212 611.3901Inlets Median 1 Grate EACH

8.000_________._____ _________._____

0214 611.3902Inlets Median 2 Grate EACH

2.000_________._____ _________._____

0216 611.8120.SCover Plates Temporary EACH

7.000_________._____ _________._____

0218 612.0206Pipe Underdrain Unperforated 6-Inch LF

600.000_________._____ _________._____

0220 612.0406Pipe Underdrain Wrapped 6-Inch LF

1,220.000_________._____ _________._____

0222 613.1100.SCable Barrier Type 1 LF

4,375.000_________._____ _________._____

0224 613.1200.SCable Barrier End Terminal Type 1 EACH

6.000_________._____ _________._____

0226 614.0150Anchor Assemblies for Steel Plate BeamGuard

EACH24.000

_________._____ _________._____

0228 614.0220Steel Thrie Beam Bullnose Terminal EACH

3.000_________._____ _________._____

0230 614.0360Steel Plate Beam Guard Temporary LF

240.000_________._____ _________._____

0232 614.0380Steel Plate Beam Guard EnergyAbsorbing Terminal Temporary

EACH1.000

_________._____ _________._____

0234 614.0905Crash Cushions Temporary EACH

10.000_________._____ _________._____

0236 614.0920Salvaged Rail LF

1,226.000_________._____ _________._____

0238 614.2300MGS Guardrail 3 LF

4,613.000_________._____ _________._____




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ProposalLine

Number

0240 614.2500MGS Thrie Beam Transition LF

576.000_________._____ _________._____

0242 614.2610MGS Guardrail Terminal EAT EACH

10.000_________._____ _________._____

0244 614.2620MGS Guardrail Terminal Type 2 EACH

12.000_________._____ _________._____

0246 616.0100Fence Woven Wire (height) 01. 4-FT LF

11,630.000_________._____ _________._____

0248 618.0100Maintenance And Repair of Haul Roads(project) 01. 1021-00-78

EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____


EACH1.000

_________._____ _________._____

0256 619.1000Mobilization EACH

1.000_________._____ _________._____

0258 620.0300Concrete Median Sloped Nose SF

14.000_________._____ _________._____

0260 624.0100Water MGAL

918.000_________._____ _________._____

0262 625.0500Salvaged Topsoil SY

191,795.000_________._____ _________._____

0264 627.0200Mulching SY

119,215.000_________._____ _________._____

0266 628.1504Silt Fence LF

15,135.000_________._____ _________._____

0268 628.1520Silt Fence Maintenance LF

15,135.000_________._____ _________._____




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ProposalLine

Number

0270 628.1905Mobilizations Erosion Control EACH

10.000_________._____ _________._____

0272 628.1910Mobilizations Emergency Erosion Control EACH

8.000_________._____ _________._____

0274 628.2002Erosion Mat Class I Type A SY

21,560.000_________._____ _________._____

0276 628.2004Erosion Mat Class I Type B SY

54,730.000_________._____ _________._____

0278 628.7005Inlet Protection Type A EACH

11.000_________._____ _________._____

0280 628.7504Temporary Ditch Checks LF

2,280.000_________._____ _________._____

0282 628.7560Tracking Pads EACH

12.000_________._____ _________._____

0284 628.7570Rock Bags EACH

50.000_________._____ _________._____

0286 629.0210Fertilizer Type B CWT

121.000_________._____ _________._____

0288 630.0130Seeding Mixture No. 30 LB

2,855.000_________._____ _________._____

0290 630.0200Seeding Temporary LB

5,190.000_________._____ _________._____

0292 630.0300Seeding Borrow Pit LB

2,360.000_________._____ _________._____

0294 630.0500Seed Water MGAL

1,082.000_________._____ _________._____

0296 633.0100Delineator Posts Steel EACH

65.000_________._____ _________._____

0298 633.0500Delineator Reflectors EACH

65.000_________._____ _________._____

0300 633.1100Delineators Temporary EACH

332.000_________._____ _________._____




2021103





ProposalLine

Number

0302 633.5200Markers Culvert End EACH

12.000_________._____ _________._____

0304 634.0614Posts Wood 4x6-Inch X 14-FT EACH

28.000_________._____ _________._____

0306 634.0616Posts Wood 4x6-Inch X 16-FT EACH

6.000_________._____ _________._____

0308 635.0200Sign Supports Structural Steel HS LB

3,535.000_________._____ _________._____

0310 637.2230Signs Type II Reflective F SF

12.000_________._____ _________._____

0312 638.2101Moving Signs Type I EACH

1.000_________._____ _________._____

0314 638.2102Moving Signs Type II EACH

27.000_________._____ _________._____

0316 638.3000Removing Small Sign Supports EACH

27.000_________._____ _________._____

0318 638.3100Removing Structural Steel Sign Supports EACH

5.000_________._____ _________._____

0320 642.5201Field Office Type C EACH

1.000_________._____ _________._____

0322 643.0300Traffic Control Drums DAY

58,975.000_________._____ _________._____

0324 643.0420Traffic Control Barricades Type III DAY

5,230.000_________._____ _________._____

0326 643.0705Traffic Control Warning Lights Type A DAY

7,190.000_________._____ _________._____

0328 643.0715Traffic Control Warning Lights Type C DAY

20,280.000_________._____ _________._____

0330 643.0800Traffic Control Arrow Boards DAY

1,830.000_________._____ _________._____

0332 643.0900Traffic Control Signs DAY

27,830.000_________._____ _________._____




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ProposalLine

Number

0334 643.0920Traffic Control Covering Signs Type II EACH

2.000_________._____ _________._____

0336 643.1051Traffic Control Signs PCMS with CellularCommunications

DAY1,820.000

_________._____ _________._____

0338 643.4100.STraffic Control Interim Lane Closure EACH

215.000_________._____ _________._____

0340 643.5000Traffic Control EACH

1.000_________._____ _________._____

0342 645.0105Geotextile Type C SY

186.000_________._____ _________._____

0344 645.0111Geotextile Type DF Schedule A SY

622.000_________._____ _________._____

0346 645.0120Geotextile Type HR SY

3,135.000_________._____ _________._____

0348 645.0130Geotextile Type R SY

140.000_________._____ _________._____

0350 646.1040Marking Line Grooved Wet Ref Epoxy 4-Inch

LF36,395.000

_________._____ _________._____

0352 646.1555Marking Line Grooved ContrastPermanent Tape 4-Inch

LF3,925.000

_________._____ _________._____

0354 646.3555Marking Line Grooved ContrastPermanent Tape 8-Inch

LF2,261.000

_________._____ _________._____

0356 646.6120Marking Stop Line Epoxy 18-Inch LF

40.000_________._____ _________._____

0358 646.6464Cold Weather Marking Epoxy 4-Inch LF

10,720.000_________._____ _________._____

0360 646.7220Marking Chevron Epoxy 24-Inch LF

180.000_________._____ _________._____

0362 646.9010Marking Removal Line Water Blasting 4-Inch

LF41,750.000

_________._____ _________._____




2021103





ProposalLine

Number

0364 649.0105Temporary Marking Line Paint 4-Inch LF

120,970.000_________._____ _________._____

0366 649.0120Temporary Marking Line Epoxy 4-Inch LF

41,750.000_________._____ _________._____

0368 649.0150Temporary Marking Line RemovableTape 4-Inch

LF18,175.000

_________._____ _________._____

0370 649.0760Temporary Marking Raised PavementMarker Type I

EACH350.000

_________._____ _________._____

0372 650.4000Construction Staking Storm Sewer EACH

12.000_________._____ _________._____

0374 650.4500Construction Staking Subgrade LF

30,459.000_________._____ _________._____

0376 650.5000Construction Staking Base LF

38,284.000_________._____ _________._____

0378 650.5500Construction Staking Curb Gutter andCurb & Gutter

LF610.000

_________._____ _________._____

0380 650.6500Construction Staking Structure Layout(structure) 01. B-55-0271

LUMP SUM _________._____LS


LUMP SUM _________._____LS

0384 650.6500Construction Staking Structure Layout(structure) 03. C-55-19

LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS




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ProposalLine

Number


LUMP SUM _________._____LS

0394 650.7000Construction Staking ConcretePavement

LF14,755.000

_________._____ _________._____

0396 650.9910Construction Staking SupplementalControl (project) 01. 1021-00-78

LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0404 650.9920Construction Staking Slope Stakes LF

37,024.000_________._____ _________._____

0406 652.0125Conduit Rigid Metallic 2-Inch LF

10.000_________._____ _________._____

0408 652.0225Conduit Rigid Nonmetallic Schedule 402-Inch

LF265.000

_________._____ _________._____

0410 653.0140Pull Boxes Steel 24x42-Inch EACH

2.000_________._____ _________._____

0412 653.0905Removing Pull Boxes EACH

1.000_________._____ _________._____

0414 655.0625Electrical Wire Lighting 6 AWG LF

870.000_________._____ _________._____

0416 670.0100Field System Integrator LUMP SUM _________._____LS

0418 670.0200ITS Documentation LUMP SUM _________._____LS




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ProposalLine

Number

0420 674.0300Remove Cable LF

110.000_________._____ _________._____

0422 690.0150Sawing Asphalt LF

12,394.000_________._____ _________._____

0424 690.0250Sawing Concrete LF

369.000_________._____ _________._____

1.000000426 715.0415

Incentive Strength Concrete Pavement DOL13,361.000

13,361.00

1.000000428 715.0502

Incentive Strength Concrete Structures DOL25,710.000

25,710.00

1.000000430 715.0710

Optimized Aggregate Gradation Incentive DOL60,130.000

60,130.00

1.000000432 740.0440

Incentive IRI Ride DOL12,660.000

12,660.00

5.000000434 ASP.1T0A

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

HRS2,100.000

10,500.00

5.000000436 ASP.1T0G

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

HRS2,400.000

12,000.00

0438 SPV.0060Special 01. Relocate Ground MountDMS

EACH1.000

_________._____ _________._____

0440 SPV.0060Special 02. Traffic Control VerticalPanels

EACH169.000

_________._____ _________._____

0442 SPV.0060Special 03. Manholes Special 4-FTDiameter Temporary

EACH4.000

_________._____ _________._____

0444 SPV.0060Special 04. Temporary Inlets Median 1Grate

EACH2.000

_________._____ _________._____

0446 SPV.0105Special 01. Project Concrete CrackMitigation and Repair, 1021-00-78

LUMP SUM _________._____LS




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ProposalLine

Number


LUMP SUM _________._____LS


LUMP SUM _________._____LS


LUMP SUM _________._____LS

0454 SPV.0105Special 05. Temporary Bridge WideningB-55-12

LUMP SUM _________._____LS

0456 203.0200Removing Old Structure (station) 05.158+25.29 EB

LUMP SUM _________._____LS

0458 312.0110Select Crushed Material TON

12,848.000_________._____ _________._____


880.000_________._____ _________._____

0462 614.0230Steel Thrie Beam LF

253.000_________._____ _________._____

Section: 0001 _________._____Total:

Total Bid: _________._____


Wisconsin Department of Transportation...2021/01/12 · Wisconsin Department of Transportation...

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Transcript of Wisconsin Department of Transportation...2021/01/12 · Wisconsin Department of Transportation...