Wisconsin Department of Transportation2020/02/11  · 461+00"KB" 0010 421+00"KC" 436+00"KC" 0010...

6
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, 4 th Floor South Madison, WI 53705 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459 February 3, 2020 NOTICE TO ALL CONTRACTORS: Proposal #02: 1093-01-61 Beloit - Elkhorn IH 39 to E County Line IH 43 Rock County Letting of February 11, 2020 This is Addendum No. 01, which provides for the following: Schedule of Items: Added Bid Item Quantities Bid Item Item Description Unit Old Quantity Revised Quantity Proposal Total 643.0300 Traffic Control Drums Day 0 500 500 Plan Sheets: Revised Plan Sheets Plan Sheet Plan Sheet Title (brief description of changes to sheet) 8 Miscellaneous Quantities (add bid item 643.0300 Traffic Control Drums) Added Plan Sheets Plan Sheet Plan Sheet Title (brief description of why sheet was added) 35A SDD 15 D 43-01 Traffic Control Short Duration Mobile Operations

Transcript of Wisconsin Department of Transportation2020/02/11  · 461+00"KB" 0010 421+00"KC" 436+00"KC" 0010...

  • 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

    February 3, 2020

    NOTICE TO ALL CONTRACTORS: Proposal #02: 1093-01-61

    Beloit - Elkhorn IH 39 to E County Line IH 43 Rock County

    Letting of February 11, 2020 This is Addendum No. 01, which provides for the following: Schedule of Items:

    Added Bid Item Quantities Bid Item Item Description Unit Old Quantity

    Revised Quantity

    Proposal Total

    643.0300 Traffic Control Drums Day 0 500 500 Plan Sheets:

    Revised Plan Sheets Plan

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

    8 Miscellaneous Quantities (add bid item 643.0300 Traffic Control Drums)

    Added Plan Sheets Plan

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

    35A SDD 15 D 43-01 Traffic Control Short Duration Mobile Operations

  • Schedule of Items Attached, dated February 3, 2020, are the revised Schedule of Items Page 1. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 8 Added: 35A.

    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

  • -

    3

    MA

    RK

    IN

    G

    LI

    NE

    E

    PO

    XY

    4

    I

    NC

    H

    64

    6.

    10

    20

    CA

    TE

    GO

    RY

    S

    TA

    TI

    ON

    T

    O

    ST

    AT

    IO

    N

    LO

    CA

    TI

    ON

    L

    F

    RE

    MA

    RK

    S

    00

    10

    1

    72

    +4

    5"

    NB

    "

    -

    68

    3+

    90

    "N

    B"

    I

    H-

    43

    5

    1,

    15

    0

    YE

    LL

    OW

    00

    10

    1

    72

    +4

    5"

    NB

    "

    -

    18

    3+

    58

    "N

    B"

    I

    H-

    43

    1,

    11

    5

    WH

    IT

    E

    00

    10

    1

    98

    +0

    0"

    NB

    "

    -

    42

    1+

    12

    "N

    B"

    I

    H-

    43

    2

    2,

    30

    0

    WH

    IT

    E

    00

    10

    4

    27

    +2

    6"

    NB

    "

    -

    44

    9+

    40

    "N

    B"

    I

    H-

    43

    2

    ,2

    15

    W

    HI

    TE

    00

    10

    4

    61

    +4

    6"

    NB

    "

    68

    3+

    86

    "N

    B"

    I

    H-

    43

    2

    2,

    25

    0

    WH

    IT

    E

    00

    10

    1

    78

    +2

    2"

    CA

    "

    19

    0+

    00

    "C

    A"

    R

    AM

    P

    CA

    1

    ,5

    50

    W

    HI

    TE

    00

    10

    1

    79

    +7

    8"

    CB

    "

    -1

    97

    +0

    0"

    CB

    "

    RA

    MP

    C

    B

    2,

    00

    0

    WH

    IT

    E

    00

    10

    1

    00

    +0

    0"

    SB

    "

    14

    5+

    05

    "S

    B"

    I

    H-

    43

    4

    ,5

    00

    W

    HI

    TE

    00

    10

    1

    00

    +0

    0"

    SB

    "

    68

    1+

    35

    "S

    B"

    I

    H-

    43

    5

    8,

    15

    0

    YE

    LL

    OW

    00

    10

    1

    57

    +3

    0"

    SB

    "

    18

    1+

    89

    "S

    B"

    I

    H-

    43

    2

    ,4

    60

    W

    HI

    TE

    00

    10

    1

    90

    +0

    6"

    SB

    "

    41

    0+

    09

    "S

    B"

    I

    H-

    43

    2

    2,

    01

    0

    WH

    IT

    E

    00

    10

    4

    24

    +9

    4"

    SB

    "

    44

    7+

    22

    "S

    B"

    I

    H-

    43

    2

    ,2

    25

    W

    HI

    TE

    00

    10

    4

    56

    +8

    9"

    SB

    "

    68

    1+

    35

    "S

    B"

    I

    H-

    43

    2

    2,

    46

    0

    WH

    IT

    E

    00

    10

    4

    40

    +0

    0"

    KA

    "

    45

    8+

    00

    "K

    A"

    R

    AM

    P

    KA

    2

    ,7

    90

    W

    HI

    TE

    00

    10

    4

    40

    +0

    0"

    KB

    "

    46

    1+

    00

    "K

    B"

    R

    AM

    P

    KB

    3

    ,0

    00

    W

    HI

    TE

    00

    10

    4

    21

    +0

    0"

    KC

    "

    -

    43

    6+

    00

    "K

    C"

    R

    AM

    P

    KC

    2

    ,5

    60

    W

    HI

    TE

    00

    10

    4

    10

    +0

    0"

    KD

    "

    43

    4+

    SO

    "K

    D"

    R

    AM

    P

    KD

    3

    ,3

    75

    W

    HI

    TE

    00

    10

    1

    72

    +4

    S"

    NB

    "

    -

    68

    3+

    90

    "N

    B"

    I

    H-

    43

    1

    2,

    79

    0

    CE

    NT

    ER

    LI

    NE

    00

    10

    1

    69

    +9

    0"

    SB

    "

    -

    68

    1+

    50

    "S

    B"

    I

    H-

    43

    1

    2,

    79

    0

    CE

    NT

    ER

    LI

    NE

    TO

    TA

    L

    00

    10

    2

    51

    ,6

    90

    SP

    EC

    IA

    L

    01

    R

    OU

    TI

    NG

    A

    ND

    S

    EA

    LI

    NG

    A

    SP

    HA

    LT

    PA

    YT

    CR

    AC

    KS

    CA

    TE

    GO

    RY

    S

    TA

    TI

    ON

    TO

    S

    TA

    TI

    ON

    00

    10

    1

    72

    +4

    S"

    NB

    "

    -6

    83

    +9

    0"

    NB

    "

    00

    10

    1

    69

    +9

    0"

    SB

    "

    -5

    69

    +0

    0"

    SB

    "

    00

    10

    6

    47

    +0

    0"

    SB

    "

    68

    1+

    50

    "S

    B"

    00

    10

    17

    8+

    22

    "C

    A"

    -

    19

    0+

    00

    "C

    A"

    00

    10

    1

    79

    +7

    8"

    CB

    "

    -

    19

    7+

    00

    "C

    B"

    00

    10

    4

    40

    +0

    0"

    KA

    "

    -

    45

    8+

    00

    "K

    A"

    00

    10

    4

    40

    +0

    0"

    KB

    "

    -

    46

    1+

    00

    "K

    B"

    00

    10

    4

    21

    +0

    0"

    KC

    "

    43

    6+

    00

    "K

    C"

    00

    10

    4

    10

    +0

    0"

    KD

    "

    -

    43

    4+

    25

    "K

    D"

    PR

    OJE

    CT N

    O:

    1093-0

    1-61

    FILE

    NA

    ME

    N

    :\P

    DS\

    C30

    \10

    93

    013

    1\S

    HE

    fTS

    PLA

    N\0

    30

    20

    1_

    MQ

    .AD

    DEN

    OU

    M0

    1.0

    WG

    tAVO

    UT

    NA

    ME -

    030

    20

    l_

    mq

    SP

    V.

    01

    25

    LO

    CA

    TI

    ON

    M

    l

    RE

    MA

    RK

    S

    IH

    -4

    3

    NB

    1

    0.

    00

    IH

    -4

    3

    SB

    7

    . s

    o

    IH

    -4

    3

    SB

    0

    .6

    0

    HA

    RT

    R

    D

    IN

    TE

    RC

    HA

    NG

    E

    0.

    20

    HA

    RT

    R

    D

    IN

    TE

    RC

    HA

    NG

    E

    0.

    30

    ST

    H

    14

    0

    IN

    TE

    RC

    HA

    NG

    E

    0.

    35

    ST

    H

    14

    0

    IN

    TE

    RC

    HA

    NG

    E

    0.

    40

    ST

    H

    14

    0

    IN

    TE

    RC

    HA

    NG

    E

    0.2

    5

    ST

    H

    14

    0

    IN

    TE

    RC

    HA

    NG

    E

    0.

    so

    TO

    TA

    L

    00

    10

    2

    0

    I HW

    Y:

    IH 4

    3

    I C

    OU

    NTY:

    RO

    CK

    MA

    RK

    IN

    G

    LI

    NE

    E

    PO

    XY

    8

    -I

    NC

    H

    64

    6.

    30

    20

    CA

    TE

    GO

    RY

    S

    TA

    TI

    ON

    TO

    S

    TA

    TI

    ON

    L

    OC

    AT

    IO

    N

    LF

    00

    10

    1

    83

    +5

    8"

    NB

    "

    -

    19

    3+

    60

    "N

    B"

    I

    H-

    43

    1

    ,0

    00

    00

    10

    4

    23

    +9

    4"

    NB

    "

    -

    42

    7+

    26

    "N

    B"

    I

    H-

    43

    3

    30

    00

    10

    4

    49

    +4

    0"

    NB

    "

    -4

    58

    +0

    3"

    NB

    "

    IH

    -4

    3

    86

    5

    00

    10

    1

    81

    +8

    8"

    CA

    "

    -1

    84

    +8

    6"

    CA

    "

    RA

    MP

    C

    A

    30

    0

    00

    10

    1

    82

    +6

    2"

    CB

    "

    -1

    92

    +6

    0"

    CB

    "

    RA

    MP

    C

    B

    1,

    00

    0

    00

    10

    1

    81

    +8

    9"

    SB

    "

    -1

    84

    +9

    l"

    SB

    "

    IH

    -4

    3

    30

    0

    00

    10

    4

    15

    +5

    8"

    SB

    "

    -

    42

    4+

    94

    "S

    B"

    I

    H-

    43

    9

    35

    00

    10

    4

    47

    +2

    2"

    SB

    "

    -

    45

    0+

    69

    "S

    B"

    I

    H-

    43

    3

    50

    00

    10

    4

    48

    +3

    3"

    KA

    "

    -

    4S

    1+

    80

    "K

    A"

    R

    AM

    P

    KA

    3

    50

    00

    10

    4

    48

    +9

    6"

    KB

    "

    -

    45

    7+

    57

    "K

    B"

    R

    AM

    P

    KB

    8

    65

    00

    10

    4

    23

    +8

    3"

    KC

    "

    -

    42

    7+

    09

    "K

    C"

    R

    AM

    P

    KC

    3

    30

    00

    10

    4

    15

    +4

    8"

    KD

    "

    -4

    24

    +7

    7"

    KD

    "

    RA

    MP

    K

    D

    93

    0

    TO

    TA

    L

    00

    10

    7

    ,5

    55

    TE

    MP

    OR

    AR

    Y

    MA

    RK

    IN

    G

    LI

    NE

    E

    PO

    XY

    4

    -I

    NC

    H

    64

    9.

    01

    20

    CA

    TE

    GO

    RY

    S

    TA

    TI

    ON

    T

    O

    ST

    AT

    IO

    N

    LO

    CA

    TI

    ON

    L

    F

    00

    10

    l

    OO

    +O

    O"

    SB

    "

    -6

    81

    +2

    3"

    SB

    "

    IH

    -4

    3

    10

    00

    00

    10

    l

    OO

    +O

    O"

    NB

    "

    -6

    83

    +8

    2"

    NB

    "

    IH

    -4

    3

    10

    00

    TO

    TA

    L

    00

    10

    2

    00

    0

    TR

    AF

    FIC

    CO

    NTR

    OL D

    RU

    MS

    64

    3.0

    30

    0

    CA

    TEG

    OR

    Y

    STA

    TIO

    N

    TO

    STA

    TIO

    N

    LOCA

    TIO

    N

    DA

    Y

    REM

    AR

    KS

    00

    10

    1

    69

    +90

    68

    3+8

    6

    IH4

    3

    50

    0

    TO

    TAL

    00

    10

    50

    0

    "

    . .

    .

    .

    .,,

    lM

    ISC

    ELL

    AN

    EO

    US Q

    UA

    NTIT

    IES

    PLO

    T D

    ATE

    : 1/

    29/2

    020

    3:4

    3 PM

    PLO

    T B

    Y;

    KO

    EN

    IG,

    DE

    LLA

    M

    ..

    ·····-

    PLO

    T N

    AM

    E.

    RE

    MA

    RK

    S

    RE

    MA

    RK

    S

    CE

    NT

    ER

    LI

    NE

    (W

    HI

    TE

    )

    CE

    NT

    ER

    LI

    NE

    (W

    HI

    TE

    )

    ISH

    EET

    IE

    WIS

    DO

    T/C

    AD

    OS

    SHEET 4

    2 -

    3

    -

    dotmpcTypewritten Text8

    dotmpcText BoxAddendum No. 01ID 1093-01-61Revised Sheet 8February 3, 2020

  • dotmpcTypewritten Text35A

    dotmpcText BoxAddendum No. 01ID 1093-01-61Added Sheet 35AFebruary 3, 2020

  • Wisconsin Department of Transportation 02/03/2020 10:36:09

    Proposal ID: 20200211002 Project(s): 1093-01-61Federal ID(s): N/A

    0001 Contract ItemsSECTION:

    Alt Set ID: Alt Mbr ID:

    Bid AmountUnit PriceApproximateQuantity and

    UnitsDescriptionItem ID

    ProposalLine

    Number

    0002 619.1000Mobilization EACH

    1.000_________._____ _________._____

    0004 643.1050Traffic Control Signs PCMS DAY

    48.000_________._____ _________._____

    0006 643.5000Traffic Control EACH

    1.000_________._____ _________._____

    0008 646.1020Marking Line Epoxy 4-Inch LF

    251,690.000_________._____ _________._____

    0010 646.3020Marking Line Epoxy 8-Inch LF

    7,555.000_________._____ _________._____

    0012 649.0120Temporary Marking Line Epoxy 4-Inch LF

    2,000.000_________._____ _________._____

    0014 SPV.0045Special 01. Traffic Control - Single LaneClosure

    DAY10.000

    _________._____ _________._____

    0016 SPV.0060Special 01. Traffic Control - Ramp EACH

    6.000_________._____ _________._____

    0018 SPV.0125Special 01. Routing and Sealing AsphaltPavement Cracks

    MI20.000

    _________._____ _________._____

    0020 643.0300Traffic Control Drums DAY

    500.000_________._____ _________._____

    Section: 0001 _________._____Total:

    Total Bid: _________._____

    Proposal Schedule of Items Page 1 of 1

  • 10930161Prop02Add01February2020soi10930161Prop02Add01February2020_PlanSheetssoi