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 5, 2021

NOTICE TO ALL CONTRACTORS: Proposal #03: 1400-00-84, WISC 2021 076

Columbus - Watertown Beaver Dam River Struct B-14-0060 STH 16 Dodge County

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

Revised Plan Sheets Plan

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

10 Construction Details (revised callout 1 note to replace “tie bars” with “surface drain anchors” the term used in structure plans)

28 Miscellaneous Quantities (delete drilled tie bars item from “Concrete Pavement Item” quantity table, these bars/anchors are included in structure plan quantities)

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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DOTMPCTypewritten Text10

DOTMPCText BoxAddendum No. 01ID 1400-00-84Revised Sheet 10January 5, 2021

PR

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: 1400-0

0-8

4

HW

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28, 2019

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33

204.0100

204.0150

REMOVING

REMOVING

PAVEMENT

CURB & GUTTER

CATEGORY

STATIONTOSTATION

LOCATION

SY

LF

0010

172+16

-172+40

RT

-25

0010

172+27

-172+40

LT

-13

0010

172+40

-172+69

WEST APPROACH SLAB

108

-

0010

173+77

-174+06

EAST APPROACH SLAB

109

-

TOTAL 0010

217

38

REMOVING PAVEMENT AND CURB & GUTTER

204.0120

REMOVING

ASPHALTIC SURFACE

MILLING

CATEGORYSTATIONTOSTATION

LOCATION

SY

0010

170+03

-172+19STH 16 - WEST OF BRIDGE

950

0010

174+07

-176+45STH 16 - EAST OF BRIDGE

1056

TOTAL 0010

2006

REMOVING ASPHALTIC SURFACE MILLING

204.0165

REMOVING

PAVEMENT

CATEGORY

STATION

TOSTATION

LOCATION

LF

0010

171+78

-172+61

LT - WEST OF BRIDGE

83

0010

174+01

-174+94

LT - EAST OF BRIDGE

94

0010

171+63

-172+47

RT - WEST OF BRIDGE

84

0010

173+87

-174+81

RT - EAST OF BRIDGE

94

TOTAL 0010

355

REMOVING GUARDRAIL

305.0110

305.0120

624.0100

BASE AGGREGATE

BASE AGGREGATE

WATER

DENSE 3/4-INCH

DENSE 1 1/4-INCH

CATEGORY

STATION

TO STATION

LOCATION

TON

TON

MGAL

REMARKS

0010

170+03

-172+43

STH 16 RT - WEST OF BRIDGE

65

-0.3

SHOULDERS

0010

170+03

-172+57

STH 16 LT - WEST OF BRIDGE

12

-0.1

SHOULDERS

0010

172+19

-172+43

STH 16 - WEST OF BRIDGE

-40

0.2

CONCRETE PAVEMENT

0010

172+40

-172+69

STH 16 - WEST OF BRIDGE

-12

0.1

CONCRETE APPROACH

0010

173+77

-174+06

STH 16 - EAST OF BRIDGE

-12

0.1

CONCRETE APPROACH

0010

174+03

-174+07

STH 16 - EAST OF BRIDGE

-16

0.1

CONCRETE PAVEMENT

0010

173+89

-176+45

STH 16 RT - EAST OF BRIDGE

4-

0.1

SHOULDERS

0010

174+03

-176+45

STH 16 LT - EAST OF BRIDGE

13

-0.1

SHOULDERS

TOTAL 0010

94

80

1.1

BASE AGGREGATE ITEMS

213.0100

FINISHING

ROADWAY

(1400-00-04)

CATEGORY

LOCATION

EACH

0010

PROJECT 1400-00-04

1

TOTAL 0010

1

FINISHING ROADWAY

415.5110.S

CONCRETE PAVEMENT

JOINT LAYOUT

CATEGORY

LOCATION

LS

0010

PROJECT LIMITS

1

TOTAL 0010

1

CONCRETE PAVEMENT JOINT LAYOUT ITEM

415.0120

415.0410

CONCRETE

CONCRETE

PAVEMENT

PAVEMENT

12-INCH

APPROACH SLAB

CATEGORY

STATIONTOSTATION

LOCATION

SY

SY

0010

172+19

-172+69

LT SHOULDER

47

-

0010

172+19

-172+43

MAINLINE

65

-

0010

172+19

-172+59

RT SHOULDER

38

-

0010

172+43

-172+62

MAINLINE

-51

0010

173+84

-174+03

MAINLINE

-51

0010

173+87

-174+08

LT SHOULDER

21

-

0010

174+03

-174+08

MAINLINE

13

-

0010

173+77

-174+08

RT SHOULDER

34

-

TOTAL 0010

218

102

CONCRETE PAVEMENT ITEMS

DOTMPCTypewritten Text28

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DOTMPCText BoxAddendum No. 01ID 1400-00-84Revised Sheet 28January 5, 2021