2611 Addendum 1.pdf

Addendum No. 1

ADDENDUM NO. 1

DATE: May 6, 2026 PROJECT: Kenosha County Detention Center (KCDC) – Paving Rehabilitation – Phase 3 OWNER: Kenosha County ENGINEER: Clark Dietz, Inc.

TO: Prospective Bidders

This Addendum forms a part of the Contract Documents and modifies the Bidding Documents #2611, with amendments and additions noted below.

This addendum consists of four (4) pages and the following additional information:

CHANGES TO THE PROJECT DRAWINGS

No changes to the project drawings are included.

CHANGES TO THE PROJECT BID FORM

The bid form has been updated to include a new pay item for Temporary Construction Fence and Site Restoration into the base bid each to be measured and paid for as a lump sum.

CHANGES TO THE PROJECT MANUAL

Remove and replace 1.5 F. in section 01-29-76 with the language below.

1.5 Measurement and Payment

F. Remove, Salvage, and Reinstall Existing Fence Remove, Salvage, and Reinstall Existing Fence Gate New Chain Link Fence Temporary Construction Fence

1. Description: This work includes the removal, salvage, and reinstallation of an existing chain link fence and gate. The existing roll of fence fabric and associated hardware shall be carefully removed and stored to prevent damage and allow for reuse following completion of paving operations.

Existing fence posts shall be removed and disposed of, and new posts shall be furnished and installed. The existing gate shall be reinstalled at the location shown in the Plans. Fencing damaged during removal shall be replaced in-kind at no cost to the Owner.

Due to the proposed fence length exceeding the existing limits, a new roll of chain link fence fabric shall be provided and installed. New posts shall be included matching the existing style and spacing. All new fence shall match the existing fence in height, color, size, and style.

MFleming Typewritten Text Bid 2611

A temporary construction fence shall be installed at the north end of the loading docks (3” concrete mill area) or at a location approved by the owner.

The temporary fence shall be able to accommodate up to 35 impounded vehicles and should anticipate up to 350 linear feet of fence to be installed.

Contractor shall give the owner 72 hours to relocate the vehicles once the temporary fence is installed. The temporary fence shall be 6’ in height.

2. Measurement:

a. Remove, Salvage, and Reinstall Existing Fence will be measured in linear feet (LF) of fence removed, salvaged, and reinstalled.

b. New Chain Link Fence will be measured in linear feet (LF) of fence installed.

c. Fence Gate will be measured as each (EA).

d. Temporary Construction Fence will be paid as lump sum (LS)

3. Basis of Payment: Payment for Remove, Salvage, and Reinstall Existing Fence will be made at the Contract Unit Price per linear foot acceptably completed.

This payment shall be full compensation for all labor, materials, and equipment required to remove, store, and reinstall existing fence roll; remove and dispose of existing posts; and furnish and install new posts in HMA pavement.

Payment for Remove, Salvage, and Reinstall Existing Fence Gate will be made at the Contract Unit Price per each acceptably completed. This payment shall include full compensation for removing, storing, and reinstalling the existing gate; removing and disposing of existing posts; and furnishing and installing new posts in HMA pavement.

Payment for New Chain Link Fence will be made at the Contract Unit Price per linear foot acceptably completed. This payment shall include full compensation for furnishing and installing new chain link fence rolls, including all necessary hardware and posts, installed in HMA pavement.

Payment for Temporary Construction Fence will be made at the Contract Unit Price per lump sum acceptably completed. This payment shall include full compensation for furnishing and installing 6’ height temporary construction fence panels, including all necessary hardware and bases, and removing the temporary fence once the impounded cars are relocated back into the completed impound lot. The vehicle relocation will be the responsibility of the owner.

Add 1.5 J. in section 01-29-76 with the language below.

1.5 Measurement and Payment

J. Site Restoration

1. Description: This work includes permanent lawn restoration in areas disturbed by paving operations.

Provide a minimum of 4 inches of topsoil, seed, fertilizer, and erosion matting in all areas where turf is damaged by construction activities, including areas impacted by access to the work and areas along the edge of the newly installed pavement. Prior to beginning work, the Owner, Engineer, and Contractor shall jointly identify and confirm the areas to be restored under the bid items. All materials and installation shall conform to the following State Specifications:

• Topsoil: WisDOT State Specification 625

• Seed: WisDOT State Specification Section 630 - specifically Mix. No.

30 or 40 and 630.3.3.2 Method B

• Fertilizer: WisDOT State Specification Section 629

• Mulch: WisDOT State Specification Section 627

• Erosion Mat: WisDOT State Specification Section 628. Contractor shall use photodegradable erosion mating.

The Contractor shall water and maintain all restored areas until after the first mowing.

Upon completion of construction, all disturbed areas shall be cleaned, debris removed, and graded to blend with pre-construction conditions.

Lawn areas shall be backfilled with suitable on-site excavated material to maintain positive drainage, followed by placement of a minimum of 4 inches of topsoil and seeding. Topsoil shall be free of debris and clods. The Contractor shall maintain, water, and warrant all seeded areas for a minimum of 60 days after installation.

2. Measurement: Site Restoration will be measured by Lump Sum (LS)

3. Basis of Payment: This item will be paid for at the contract unit price per lump sum of restoration acceptably installed and shall include all five (5) items of work listed above in addition to watering.

CLARIFICATIONS

1. HMA 4 LT 58-28 S may be used in lieu of HMA 5 LT 58-28 S for pavement within the 3-inch concrete mill area. If HMA 4 LT is used, it will be paid under the HMA 5 LT pay item.

2. The staging numbers shown in the plans do not reflect the intended construction sequence.

Stage 3, along with the proposed parking lot, should be completed prior to Stages 1 and 2 to avoid heavy truck traffic on newly constructed pavement.

3. The proposed parking lot drainage is designed to replicate existing conditions, directing runoff to the southeast and into the stormwater pond located at the southeast corner of the property.

4. Grades for the proposed parking lot are provided in the plans. A proposed surface will be furnished upon request during construction to assist with field layout.

Signed:

Clark Dietz, Inc.

Andrew Ashley, P.E.

Project Engineer

END OF DOCUMENT

KENOSHA COUNTY BID #2611

WISCONSIN PAGE 1 OF 2

ATTACHMENT C REVISED BID OFFER FORM

Vendor: ___________________________________________________________________________

Base Bid:

Base Bid: Provide all labor and materials to complete all work per bid terms, conditions, and specifications.

Quantities listed below are estimated and are for bidding purposes.

SPV Item # Description Qty Unit Unit Price Ext Total

204.0100 REMOVING CONCRETE PAVEMENT

1190 SY $ $

* 204.0120 REMOVING CONCRETE SURFACE

MILLING (3")

770 SY

205.0100 EXCAVATION COMMON (NEW

PAVEMENT AREAS)

445 CY $ $

205.0100 EXCAVATION COMMON (EBS)

(UNDISTRIBUTED)

495 CY $ $

211.0101 PREPARE FOUNDATION FOR

ASPHALTIC PAVING

4 EA $ $

305.0120 BASE AGGREGATE DENSE 1 1/4-INCH

692 Ton $ $

311.0110 BREAKER RUN (EBS)

(UNDISTRIBUTED)

980 Ton $ $

325.0100 PULVERIZE ASPHALTIC SURFACE

12360 SY $ $

415.0070 CONCRETE PAVEMENT 7-INCH

1190 SY $ $

455.0605 TACK COAT

855 GAL $ $

* 460.5223 HMA PAVEMENT 3 LT 58-28 S

2220 Ton $ $

* 460.5225 HMA PAVEMENT 5 LT 58-28 S

1475 Ton $ $

619.1000 MOBILIZATION

4 EA $ $

645.0220 GEOGRID TYPE SR (EBS)

(UNDISTRIBUTED)

1465 SY $ $

646.1005 MARKING LINE PAINT 4-INCH

1060 LF $ $

646.6105 MARKING STOP LINE PAINT 18-INCH

40 LF $ $

* SPV.0060.01 PAVEMENT OFFSET STAKING

3 EA $ $

* SPV.0060.02 REMOVE, SALVAGE, AND REINSTALL

EXISTING FENCE GATE

1 EA $ $

* SPV.0090.01 GRAVEL SHOULDER

140 LF $ $

* SPV.0090.02 REMOVE, SALVAGE, AND REINSTALL

EXISTING FENCE

360 LF $ $

KENOSHA COUNTY BID #2611

WISCONSIN PAGE 2 OF 2

* SPV.0090.03 NEW CHAIN-LINK FENCE

70 LF $ $

* SPV.0035.01 STORM POND GRADING

60 CY $ $

SPV.0105.01 TEMPORARY CONSTRUCTION FENCE 1 LS $ $

SPV.0105.02 SITE RESTORATION 1 LS $ $

Total Base Bid (Sum of all lines above) $

*Denotes a Special Provision applies to this item, see Section 01 29 76 of the Project Manual.

Additive Alternate 1:

* SPV.0180.01 FULL DEPTH RECLAMATION, 9-INCH

14580 SY $ $

* SPV.0030.01 CEMENT 8020 100

WT

205.0100 DEDUCT - EXCAVATION COMMON

(EBS) (UNDISTRIBUTED)

-495 CY $ $

311.0110 DEDUCT - BREAKER RUN (EBS)

(UNDISTRIBUTED)

-980 Ton $ $

645.0220 DEDUCT - GEOGRID TYPE SR (EBS)

(UNDISTRIBUTED)

-1465 SY $ $

Total Additive Alternate 1 (Sum of all lines above) $

*Denotes a Special Provision applies to this item, see Section 01 29 76 of the Project Manual.

Lead time to begin work is __________ days after notice to proceed

Lead time to complete work is __________ days after work begins

Bid Bond (Required) is included? Yes_____ No______

Kenosha County is exempt from Federal Excise and Wisconsin Sales Taxes, 77.54(9a)(b) WI Stats.

Kenosha County’s CES number is 008-1020421892-06.