Wisconsin Department of Transportation · lt 7 ‐ ‐ ‐ ‐ ‐‐ ‐‐ ‐ ‐ ‐ 0010 12+00...

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

July 7, 2020

NOTICE TO ALL CONTRACTORS: Proposal #02: 5255-01-81, WISC 2020 345

Mineral Point – Spring Green Wisconsin River Structure B-25-0051 STH 23 Sauk & Iowa Counties

Letting of July 14, 2020 This is Addendum No. 02, which provides for the following: Schedule of Items:

Revised Bid Item Quantities

Bid Item Item Description Unit Old

Quantity Revised Quantity

Proposal Total

305.0110 Base Aggregate Dense 3/4-Inch TON 50 150 200 455.0605 Tack Coat GAL 32 193 225 646.1020 Marking Line Epoxy 4-Inch LF 5,060 2,470 7,530 690.0150 Sawing Asphalt LT 83 100 183

Added Bid Item Quantities



Proposal Total

204.0120 Removing Asphaltic Surface Milling SY 0 3,860 3,860 305.0500 Shaping Shoulders STA 0 20 20 460.6223 HMA Pavement 3 MT 58-28 S TON 0 905 905 460.6224 HMA Pavement 4 MT 58-28 S TON 0 517 517

Deleted Bid Item Quantities



Proposal Total

465.0105 Asphaltic Surface TON 203 -203 0

Plan Sheets:

Revised Plan Sheets Plan

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

2 General Notes (verbiage changed to reflect removal of Asphaltic Surface) 5 Proposed Typical Section (Revised to reflect two lifts of HMA in place of Asphaltic Surface)

26

Miscellaneous Quantities (Added Shaping Shoulders to the Base Aggregate Table and increased Base Aggregate Dense ¾ - Inch. Changed table name to Aggregate Items, added Removing Asphaltic Surface Milling to Clearing & Grubbing Table and changed table name to “Removal Items”, Removed Asphaltic Surface from Asphaltic Items Table and Added HMA Pavement 3 MT 58-28 S and HMA Pavement 4 MT 58-28 S. Increased Tack Coat Quantity to reflect Milling and Resurfacing work.)

28 Miscellaneous Quantities (Added 12.5’ 37.5’ SKIP Column and Mill and Resurface Limits Row to Pavement Markings Table. Increased Marking Line Epoxy 4-inch quantities to reflect Milling and Resurfacing work.)

29 Miscellaneous Quantities (Added Mill and Resurface Limits row to Sawcuts Table and increased Sawcut quantity to reflect Milling and Resurfacing work.)

31 Plan and Profile: Sta. 423+90 To End Of Project ( Added call out detailing additional Mill and Resurfacing work)

Schedule of Items Attached, dated July 2nd, 2020, are the revised Schedule of Items Pages 1 – 6. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 2, 5, 26, 28, 29, and 31. 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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Addendum No. 02 ID 5255-01-81 Revised Sheet 2 July 7, 2020

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DOTMPC

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Wisconsin Department of Transportation 07/07/2020 07:09:13

Proposal ID: 20200714002 Project(s): 5255-01-81

Federal ID(s): WISC 2020345

0001 Contract ItemsSECTION:

Alt Set ID: Alt Mbr ID:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescription

Item IDProposal

LineNumber

0002 201.0105

Clearing STA

2.000

_________._____ _________._____

0004 201.0205

Grubbing STA

2.000

_________._____ _________._____

0006 203.0210.S

Abatement of Asbestos ContainingMaterial (structure) 01. B-25-0051

LUMP SUM _________._____LS

0008 203.0600.S

Removing Old Structure Over WaterwayWith Minimal Debris (station) 01. 419+41

LUMP SUM _________._____LS

0010 204.0165

Removing Guardrail LF

180.000

_________._____ _________._____

0012 205.0100

Excavation Common CY

469.000

_________._____ _________._____

0014 206.1000

Excavation for Structures Bridges(structure) 01. B-25-0051

LUMP SUM _________._____LS

0016 208.0100

Borrow CY

81.000

_________._____ _________._____

0018 213.0100

Finishing Roadway (project) 01. 5255-01-81

EACH

1.000

_________._____ _________._____

0020 305.0110

Base Aggregate Dense 3/4-Inch TON

200.000

_________._____ _________._____

0022 305.0120

Base Aggregate Dense 1 1/4-Inch TON

579.000

_________._____ _________._____

0024 415.0070

Concrete Pavement 7-Inch SY

15.000

_________._____ _________._____

0026 415.0410

Concrete Pavement Approach Slab SY

80.000

_________._____ _________._____

0028 416.1010

Concrete Surface Drains CY

8.000

_________._____ _________._____

0030 455.0605

Tack Coat GAL

225.000

_________._____ _________._____

0034 502.0100

Concrete Masonry Bridges CY

1,262.000

_________._____ _________._____

Proposal Schedule of Items Page 1 of 6







UnitsDescription

Item IDProposal

LineNumber

0036 502.3101

Expansion Device LF

66.000

_________._____ _________._____

0038 502.3111.S

Expansion Device Modular LF

33.000

_________._____ _________._____

0040 502.3200

Protective Surface Treatment SY

3,480.000

_________._____ _________._____

0042 502.3210

Pigmented Surface Sealer SY

950.000

_________._____ _________._____

0044 502.4205

Adhesive Anchors No. 5 Bar EACH

142.000

_________._____ _________._____

0046 505.0600

Bar Steel Reinforcement HS CoatedStructures

LB

288,725.000

_________._____ _________._____

0048 506.0105

Structural Steel Carbon LB

140.000

_________._____ _________._____

0050 506.0605

Structural Steel HS LB

10.000

_________._____ _________._____

0052 506.6000

Bearing Assemblies Expansion(structure) 01. B-25-0051

EACH

8.000

_________._____ _________._____

0054 506.7050.S

Removing Bearings (structure) 01. B-25-0051

EACH

8.000

_________._____ _________._____

0056 509.1500

Concrete Surface Repair SF

45.000

_________._____ _________._____

0058 514.0445

Floor Drains Type GC EACH

16.000

_________._____ _________._____

0060 516.0500

Rubberized Membrane Waterproofing SY

6.000

_________._____ _________._____

0062 517.0900.S

Preparation and Coating of Top Flanges(structure) 01. B-25-0051

LUMP SUM _________._____LS

0064 517.1010.S

Concrete Staining (structure) 01. B-25-0051

SF

15,200.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

0066 517.1800.S

Structure Repainting Recycled Abrasive(structure) 01. B-25-0051

LUMP SUM _________._____LS

0068 517.4500.S

Negative Pressure Containment andCollection of Waste Materials (structure)01. B-25-0051

LUMP SUM _________._____LS

0070 517.6001.S

Portable Decontamination Facility EACH

1.000

_________._____ _________._____

0072 601.0452

Concrete Curb & Gutter Integral 30-InchType D

LF

15.000

_________._____ _________._____

0074 606.0200

Riprap Medium CY

1.000

_________._____ _________._____

0076 614.0150

Anchor Assemblies for Steel Plate BeamGuard

EACH

4.000

_________._____ _________._____

0078 614.2500

MGS Thrie Beam Transition LF

80.000

_________._____ _________._____

0080 614.2610

MGS Guardrail Terminal EAT EACH

2.000

_________._____ _________._____

0082 616.0700.S

Fence Safety LF

700.000

_________._____ _________._____

0084 618.0100

Maintenance And Repair of Haul Roads(project) 01. 5255-01-81

EACH

1.000

_________._____ _________._____

0086 619.1000

Mobilization EACH

1.000

_________._____ _________._____

0088 624.0100

Water MGAL

12.000

_________._____ _________._____

0090 625.0100

Topsoil SY

1,774.000

_________._____ _________._____

0092 628.1104

Erosion Bales EACH

50.000

_________._____ _________._____

0094 628.1504

Silt Fence LF

1,150.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

0096 628.1520

Silt Fence Maintenance LF

1,150.000

_________._____ _________._____

0098 628.1905

Mobilizations Erosion Control EACH

1.000

_________._____ _________._____

0100 628.1910

Mobilizations Emergency Erosion Control EACH

10.000

_________._____ _________._____

0102 628.2004

Erosion Mat Class I Type B SY

1,881.000

_________._____ _________._____

0104 629.0210

Fertilizer Type B CWT

0.900

_________._____ _________._____

0106 630.0120

Seeding Mixture No. 20 LB

51.000

_________._____ _________._____

0108 630.0500

Seed Water MGAL

34.000

_________._____ _________._____

0110 638.2102

Moving Signs Type II EACH

16.000

_________._____ _________._____

0112 642.5201

Field Office Type C EACH

1.000

_________._____ _________._____

0114 643.0300

Traffic Control Drums DAY

4,474.000

_________._____ _________._____

0116 643.0420

Traffic Control Barricades Type III DAY

2,420.000

_________._____ _________._____

0118 643.0705

Traffic Control Warning Lights Type A DAY

4,840.000

_________._____ _________._____

0120 643.0715

Traffic Control Warning Lights Type C DAY

1,686.000

_________._____ _________._____

0122 643.0900

Traffic Control Signs DAY

23,291.000

_________._____ _________._____

0124 643.0920

Traffic Control Covering Signs Type II EACH

23.000

_________._____ _________._____

0126 643.1050

Traffic Control Signs PCMS DAY

21.000

_________._____ _________._____

0128 643.5000

Traffic Control EACH

1.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

0130 645.0130

Geotextile Type R SY

3.000

_________._____ _________._____

0132 646.1020

Marking Line Epoxy 4-Inch LF

7,530.000

_________._____ _________._____

0134 649.0150

Temporary Marking Line RemovableTape 4-Inch

LF

1,820.000

_________._____ _________._____

0136 649.0850

Temporary Marking Stop LineRemovable Tape 18-Inch

LF

36.000

_________._____ _________._____

0138 650.4500

Construction Staking Subgrade LF

200.000

_________._____ _________._____

0140 650.5000

Construction Staking Base LF

200.000

_________._____ _________._____

0142 650.6500

Construction Staking Structure Layout(structure) 01. B-25-0051

LUMP SUM _________._____LS

0144 650.9910

Construction Staking SupplementalControl (project) 01. 5255-01-81

LUMP SUM _________._____LS

0146 650.9920

Construction Staking Slope Stakes LF

400.000

_________._____ _________._____

0148 661.0100

Temporary Traffic Signals for Bridges(structure) 01. B-25-0051

LUMP SUM _________._____LS

0150 661.0300

Generators DAY

263.000

_________._____ _________._____

0152 690.0150

Sawing Asphalt LF

183.000

_________._____ _________._____

1.00000

0154 715.0415

Incentive Strength Concrete Pavement DOL

47.500

47.50

1.00000

0156 715.0502

Incentive Strength Concrete Structures DOL

12,620.000

12,620.00

0158 SPV.0045

Special 01. Waterway Buoys DAY

18,864.000

_________._____ _________._____








UnitsDescription

Item IDProposal

LineNumber

0160 SPV.0060

Special 01. River ConstructionNotification Sign

EACH

6.000

_________._____ _________._____

0162 SPV.0060

Special 02. River Bottom ScanningSurvey Structure B-25-51

EACH

1.000

_________._____ _________._____

0164 SPV.0090

Special 01. Salvage and Reinstall BeamGuard

LF

180.000

_________._____ _________._____

0166 SPV.0090

Special 02. Steel Plate Beam GuardDuplex Coated

LF

180.000

_________._____ _________._____

0168 SPV.0105

Special 01. Reset Existing Bearings LUMP SUM _________._____LS

0170 204.0120

Removing Asphaltic Surface Milling SY

3,860.000

_________._____ _________._____

0172 305.0500

Shaping Shoulders STA

20.000

_________._____ _________._____

0174 460.6223

HMA Pavement 3 MT 58-28 S TON

905.000

_________._____ _________._____

0176 460.6224

HMA Pavement 4 MT 58-28 S TON

517.000

_________._____ _________._____

Section: 0001 _________._____Total:

Total Bid: _________._____


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