Wisconsin Department of TransportationDec 08, 2020 · 385+76.92 391+76.92. plot scale : #####...

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

November 16, 2020

NOTICE TO ALL CONTRACTORS: Proposal #22: 6054-06-72, WISC 2021 040

STH 60 - Montello Columbia Cty Line to B-39-0062 STH 22 Marquette County

6054-06-72, WISC 2021 041 STH 60 - Montello B-39-0062 to 5th Street STH 22 Marquette County

Letting of December 8, 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

520.1024 Apron Endwalls for Culvert Pipe 24-Inch EACH 0 4 4 520.1030 Apron Endwalls for Culvert Pipe 30-Inch EACH 0 4 4 520.3624 Culvert Pipe Class III-B Non-Metal 24-Inch LF 0 167 167 520.3630 Culvert Pipe Class III-B Non-Metal 30-Inch LF 0 126 126

Deleted 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 167 -167 0

522.0130 Culvert Pipe Reinforced Concrete Class III 30-Inch

LF 126 -126 0

522.1024 Apron Endwalls for Culvert Pipe Reinforced Concrete 24-Inch

EACH 4 -4 0

522.1030 Apron Endwalls for Culvert Pipe Reinforced Concrete 30-Inch

EACH 4 -4 0

Plan Sheets:

Revised Plan Sheets Plan

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

9 Typical Sections (Add note to both shoulders in the Proposed Typical Section that reads “Full Depth Mill & 3.75” Pavement)

15 Construction Detail Sheet (Replaced RCP Class III culvert pipes with Class III-B Non-Metal and Apron Endwalls for Culvert Pipe 24-Inch)




47 Miscellaneous Quantities (replaced culvert pipes RCP Class III with Class III-B Non-Metal and Apron Endwalls for Culvert Pipe 24-Inch and for Culvert Pipe 30-Inch)

Schedule of Items Attached, dated November 16, 2020, are the revised Schedule of Items Pages 1 – 5. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 9, 15, 18, 20, 21, 47.

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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Text Box


Wisconsin Department of Transportation 11/16/2020 12:10:23

Proposal ID: 20201208022 Project(s): 6054-06-72, 6054-06-73

Federal ID(s): WISC 2021040, WISC 2021041

0001 Contract ItemsSECTION:

Alt Set ID: Alt Mbr ID:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescription

Item IDProposal

LineNumber

0002 203.0100

Removing Small Pipe Culverts EACH

7.000

_________._____ _________._____

0004 204.0115

Removing Asphaltic Surface Butt Joints SY

609.000

_________._____ _________._____

0006 204.0120

Removing Asphaltic Surface Milling SY

190,072.000

_________._____ _________._____

0008 204.0165

Removing Guardrail LF

3,405.000

_________._____ _________._____

0010 204.0185

Removing Masonry CY

6.000

_________._____ _________._____

0012 205.0100

Excavation Common CY

4,866.000

_________._____ _________._____

0014 211.0400

Prepare Foundation for AsphalticShoulders

STA

362.400

_________._____ _________._____

0016 213.0100

Finishing Roadway (project) 01. 6054-06-72

EACH

1.000

_________._____ _________._____

0018 213.0100

Finishing Roadway (project) 02. 6054-06-73

EACH

1.000

_________._____ _________._____

0020 305.0110

Base Aggregate Dense 3/4-Inch TON

1,141.000

_________._____ _________._____

0022 455.0605

Tack Coat GAL

8,076.000

_________._____ _________._____

0024 460.0105.S

HMA Percent Within Limits (PWL) TestStrip Volumetrics

EACH

1.000

_________._____ _________._____

0026 460.0110.S

HMA Percent Within Limits (PWL) TestStrip Density

EACH

1.000

_________._____ _________._____

1.00000

0028 460.2005

Incentive Density PWL HMA Pavement DOL

16,971.000

16,971.00

1.00000

0030 460.2007

Incentive Density HMA PavementLongitudinal Joints

DOL

22,200.000

22,200.00

Proposal Schedule of Items Page 1 of 5







UnitsDescription

Item IDProposal

LineNumber

1.00000

0032 460.2010

Incentive Air Voids HMA Pavement DOL

22,245.000

22,245.00

0034 460.5224

HMA Pavement 4 LT 58-28 S TON

22,237.000

_________._____ _________._____

0036 465.0105

Asphaltic Surface TON

5,288.000

_________._____ _________._____

0038 465.0315

Asphaltic Flumes SY

12.000

_________._____ _________._____

0040 465.0475

Asphalt Centerline Rumble Strips 2-LaneRural

LF

49,218.000

_________._____ _________._____

0042 504.0900

Concrete Masonry Endwalls CY

6.700

_________._____ _________._____

0048 522.0160

Culvert Pipe Reinforced Concrete ClassIII 60-Inch

LF

77.000

_________._____ _________._____

0054 522.1060

Apron Endwalls for Culvert PipeReinforced Concrete 60-Inch

EACH

2.000

_________._____ _________._____

0056 522.2424

Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 24x38-Inch

LF

53.000

_________._____ _________._____

0058 522.2624

Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical24x38-Inch

EACH

2.000

_________._____ _________._____

0060 522.2648

Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical48x76-Inch

EACH

2.000

_________._____ _________._____

0062 606.0200

Riprap Medium CY

11.000

_________._____ _________._____

0064 614.0010

Barrier System Grading ShapingFinishing

EACH

12.000

_________._____ _________._____

0066 614.2300

MGS Guardrail 3 LF

3,193.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

0068 614.2350

MGS Guardrail Short Radius LF

75.000

_________._____ _________._____

0070 614.2610

MGS Guardrail Terminal EAT EACH

12.000

_________._____ _________._____

0072 618.0100

Maintenance And Repair of Haul Roads(project) 01. 6054-06-72

EACH

1.000

_________._____ _________._____

0074 618.0100

Maintenance And Repair of Haul Roads(project) 02. 6054-06-73

EACH

1.000

_________._____ _________._____

0076 619.1000

Mobilization EACH

1.000

_________._____ _________._____

0078 624.0100

Water MGAL

11.400

_________._____ _________._____

0080 625.0100

Topsoil SY

11,370.060

_________._____ _________._____

0082 628.1504

Silt Fence LF

7,281.000

_________._____ _________._____

0084 628.1520

Silt Fence Maintenance LF

7,281.000

_________._____ _________._____

0086 628.1905

Mobilizations Erosion Control EACH

4.000

_________._____ _________._____

0088 628.1910

Mobilizations Emergency Erosion Control EACH

4.000

_________._____ _________._____

0090 628.2023

Erosion Mat Class II Type B SY

12,934.000

_________._____ _________._____

0092 628.7555

Culvert Pipe Checks EACH

50.000

_________._____ _________._____

0094 628.7570

Rock Bags EACH

144.000

_________._____ _________._____

0096 629.0210

Fertilizer Type B CWT

6.960

_________._____ _________._____

0098 630.0120

Seeding Mixture No. 20 LB

101.220

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

0100 630.0500

Seed Water MGAL

365.000

_________._____ _________._____

0102 633.5200

Markers Culvert End EACH

14.000

_________._____ _________._____

0104 642.5201

Field Office Type C EACH

1.000

_________._____ _________._____

0106 643.0300

Traffic Control Drums DAY

1,155.000

_________._____ _________._____

0108 643.0420

Traffic Control Barricades Type III DAY

16.000

_________._____ _________._____

0110 643.0900

Traffic Control Signs DAY

980.000

_________._____ _________._____

0112 643.5000

Traffic Control EACH

1.000

_________._____ _________._____

0114 645.0120

Geotextile Type HR SY

34.000

_________._____ _________._____

0116 646.1020

Marking Line Epoxy 4-Inch LF

62,605.000

_________._____ _________._____

0118 646.1040

Marking Line Grooved Wet Ref Epoxy 4-Inch

LF

109,304.000

_________._____ _________._____

0120 646.3040

Marking Line Grooved Wet Ref Epoxy 8-Inch

LF

106.000

_________._____ _________._____

0122 648.0100

Locating No-Passing Zones MI

10.650

_________._____ _________._____

0124 649.0120

Temporary Marking Line Epoxy 4-Inch LF

62,605.000

_________._____ _________._____

0126 650.6000

Construction Staking Pipe Culverts EACH

7.000

_________._____ _________._____

0128 650.8000

Construction Staking ResurfacingReference

LF

55,502.000

_________._____ _________._____

0130 690.0150

Sawing Asphalt LF

270.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

1.00000

0132 740.0440

Incentive IRI Ride DOL

32,280.000

32,280.00

5.00000

0134 ASP.1T0A

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

HRS

1,260.000

6,300.00

5.00000

0136 ASP.1T0G

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

HRS

2,000.000

10,000.00

0138 SPV.0060

Special 01. Lane Shift EACH

4.000

_________._____ _________._____

0140 SPV.0090

Special 01. Culvert Pipe ReinforcedConcrete Class IV 48X76-Inch HE

LF

63.000

_________._____ _________._____

0142 SPV.0170

Special 01. Regrade Cattle Pass STA

3.600

_________._____ _________._____

0144 520.1024

Apron Endwalls for Culvert Pipe 24-Inch EACH

4.000

_________._____ _________._____

0146 520.1030

Apron Endwalls for Culvert Pipe 30-Inch EACH

4.000

_________._____ _________._____

0148 520.3624

Culvert Pipe Class III-B Non-metal 24-Inch

LF

167.000

_________._____ _________._____

0150 520.3630

Culvert Pipe Class III-B Non-metal 30-Inch

LF

126.000

_________._____ _________._____

Section: 0001 _________._____Total:

Total Bid: _________._____


Wisconsin Department of TransportationDec 08, 2020 · 385+76.92 391+76.92. plot scale : #####...

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Transcript of Wisconsin Department of TransportationDec 08, 2020 · 385+76.92 391+76.92. plot scale : #####...