2516 Addendum 1.pdf

2516 Addendum No. 1

BID 2516 BRIGHTON DALE LINKS CART PATH STORAGE ADDITION

ADDENDUM NO. 1

DATE: September 11th, 2025

PROJECT: Bid #2516 - Brighton Dale Links (BDL) Cart Path Storage Addition

OWNER: Kenosha County

ENGINEER: Clark Dietz, Inc.

TO: Prospective Bidders

This Addendum forms a part of the Contract Documents and modifies the Bidding Documents for Kenosha

County Bid #2516. The addendum consists of one (1) page and includes the following amendments and additions to the project documents:

Plan Set

• Sheet 3: Added two (2) new plan sheet notes prohibiting the contractor from using heavy or tracked equipment that could potentially damage the existing asphalt path (note 9), and requiring the contractor to restore any damage at no additional cost to the County (note 10).

• Sheet 4: Revised the plan view, legend, and summary of quantities (Excavation Common, Aggregate Base Dense, and HMA surface/binder courses) to account for the additional HMA patching work and a quantity calculation error on the Issued for Bid (IFB) submittal.

Project Manual

• 00 00 01 - Table of Contents: Revised the total page count to five (5) for “01 29 76 Payment

Procedures”.

• 01 29 76 Payment Procedures: Revised to include new SPV for Geogrid Type SR, which specifies

Tensar BX1100, or approved equal.

Revised Bid Offer Form

• Base Bid: Revised quantities (Excavation Common, Aggregate Base Dense, and HMA surface/binder courses) to account for the additional HMA patching work and a quantity calculation error on the Issued for Bid (IFB) submittal.

• Additive Bid – Alternate 1: Added a bid alternate for 680 square yards of Geogrid Type SR.

With the exception of the items listed above, all other requirements of the original Bidding Documents remain unchanged.

END OF DOCUMENT

KENOSHA COUNTY BID #2516

WISCONSIN PAGE 1 OF 1

ATTACHMENT C REVISED BID OFFER FORM

Vendor:____________________________________________________________________________

Base Bid:

SPV Item # Description Qty Unit Unit Price Ext Total

204.0115 Removing Asphaltic Surface Butt Joints

45 SY

205.0100 Excavation Common

150 CY

211.0101 Prepare Foundation for Asphaltic

Paving

1 EA

305.0110 Base Aggregate Dense 3/4-Inch

300 Ton

* 460.5223 HMA Pavement 3 LT 58-28 S

60 Ton

* 460.5225 HMA Pavement 5 LT 58-28 S

60 Ton

625.0500 Salvaged Topsoil

75 CY

* 628.7005 Inlet Protection, Type A (Undistributed)

1 EA

631.1000 Sod Lawn

650 SY

Total Base Bid (Sum of all lines above) $

Alternate Bids – Alternate 1

SPV Item # Description Qty Unit Unit Price Ext Total

* 645.0220 Geogrid Type SR

680 SY

* Denotes a special provision applies to the bid item. (See section 01 29 76 of the Specifications)

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

Lead time to complete work is __________ days after work begins (Expected to be 21 days or less)

Can complete work on or before 11/15? Yes_____ No______

If no, please state completion date: __________________________

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.

50'

CONTRACTOR'S MATERIAL

& SPOILS STORAGE AREA

LOCATION OF PROPOSED

CART STORAGE ADDITION

CONTRACTOR'S DESIGNATED

PARKING & STAGING AREA

DRIVING

RANGE

PRACTICE

GREEN

CLUB

HOUSE

TEE BOX

RED PINE

(HOLE #1)

CLUB HOUSE PARKING LOT

MAINT.

BLDG MAINT.

BLDG

MAINT.

BLDG

MAINT.

BLDG

GREEN

WHITE BIRCH

(HOLE #18)

CART WASHING &

STORAGE AREA

TEE BOXES

WHITE BIRCH

(HOLE #1)

TEE BOXES

BLUE

SPRUCE

(HOLE #1)

TEE BOXES

WHITE BIRCH

(HOLE #10)

FAIRWAY

WHITE BIRCH

(HOLE #10)

ACCESS ROAD (A

SPH.)

ACCESS RO

AD (ASPH.)

ACCESS ROAD (ASPH.)

ACCESS ROAD (ASPH.)

DATE REVISION

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

N

TY

B R

IG

H

TO

N

D A

LE

L

IN

K

S C

A R

T S

TO

R

A G

E A

D D

IT

IO

N

K E

N O

S H

A C

O U

N

TY

, W

IS

C O

N S

IN

K04525005

NOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.

S

IT

E L

O G

IS

TI

C S

P

LA

N

DESIGNED BY: BRB

DRAWN BY: AJT / BRB

CHECKED BY: BWM

DATE CHECKED: 09/05/2025

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

P H O N E w w c l a r k d i e t z c o m

DWG 3 OF 4 DWGS

09/05/25 ADDENDUM #1

08/15/25 ISSUED FOR BID

07/18/25 ISSUED FOR REVIEW

06/25/25 ISSUED FOR APPV'L

SHEET NOTES

LEGEND

CONTRACTOR'S DESIGNATED MATERIAL AND SPOILS STORAGE AREA

CONTRACTOR'S DESIGNATED PARKING & STAGING AREA

Feet 0 50 100

CONTRACTOR'S DESIGNATED CONSTRUCTION ACCESS ROUTE

(FROM STAGING AREA TO LOCATION OF PROPOSED CART STIORAGE ADDITION)

SITE LOGISTICS PLAN

844844

146.0'

50.0'

EXISTING CART

WASHING AND

STORAGE AREA

EXIST. ELEC.

EQUIPMENT

CLUB HOUSE

E

E XF

BM.#610

CHISX

ELEV.=849.82

W

36"

24"

UG

E

ASPH. CART PATH

ASPH. CART PATH

SIDEWALK

SIDEW

ALK

SPRINKLER VALVES

SPRINKLER HEAD GRASS

GRASS

PRACTICE GREEN

ASPH. CART PATH

ASPH. CART PATH

ASPH. CART PATH

CONC.

ASPH.

ASPH. PARKING LOT

CONC.

ASPH.

BUSHES

BUSHES

FF=850.4

GRASS

844.29

5.7

846.05

845.86

846.32

846.72

847.07

846.56

5.

4.

847.29 846.06

846.30

846.34

845.18

844.91

844.24

GRADE DITCH TO DRAIN

TO EXISTING YARD DRAIN

RIM = 843.12

4.3

3.4

4.

4.0%

3.2%

1.8

1.6

2.0

1.6

4.6%

1.7%

3.4%

15.0'

11.5'

DATE REVISION

PROJECT No.

DRAWING No.

P R O J E C T

T I T L E

D R A W I N G

T I T L E

K E

N O

S H

A C

O U

N

TY

B R

IG

H

TO

N

D A

LE

L

IN

K

S C

A R

T S

TO

R

A G

E A

D D

IT

IO

N

K E

N O

S H

A C

O U

N

TY

, W

IS

C O

N S

IN

K04525005

NOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.

S

IT

E

IM

P R

O V

E M

E N

TS

P

LA

N

DESIGNED BY: BRB

DRAWN BY: AJT / BRB

CHECKED BY: BWM

DATE CHECKED: 09/05/2025

T H

S T R E E T

T H

F L O O R

K E N O S H A

W I

P H O N E w c l a r k d i e t z c o m

DWG 4 OF 4 DWGS

09/05/25 ADDENDUM #1

08/15/25 ISSUED FOR BID

07/18/25 ISSUED FOR REVIEW

06/25/25 ISSUED FOR APPV'L

SHEET NOTES

LEGEND

SUMMARY OF QUANTITIES

HMA SURFACE (5 MT 58-28 S), 1.5" LIFT

HMA BINDER (3 MT 58-28 S), 1.5" LIFT

AGGREGATE BASE DENSE, 8" LIFT

GEOGRID TYPE SR

SODDING

TOPSOIL, 4"

PROPOSED PAVEMENT SECTION

HMA SURFACE (5 MT 58-28 S), 1.5" LIFT

HMA BINDER (3 MT 58-28 S), 1.5" LIFT

SODDING (NO.40 - LAWN MIX)

PULVERIZED TOP SOIL, 4" LIFT

1 4H : 1V PREFERRED (3H : 1V MAX.)

1 2

2 1.5% PREFERRED (0.5% MIN. / 5.0% MAX.)

AGGREGATE BASE DENSE, 8" LIFT

EXISTING ASPHALT PATH, 3"

(ASSUMED)

EXISTING AGG. BASE, 8"

(ASSUMED)

EXISTING

TURF

UNDISTURBED EARTH

40'0' 20'

PROPOSED DITCH FLOW LINE

REMOVING ASPHALTIC SURFACE BUTT JOINTS, 1.5" DEPTH

2.0'

BUTT JOINT, 1.5" DEPTH

GEOGRID TYPE SR

County of Kenosha – Brighton Dale Links Cart Path Storage Addition Table of Contents

Clark Dietz, Inc. 00 00 10 - 1

SECTION 00 00 10

TABLE OF CONTENTS

COUNTY OF KENOSHA

BRIGHTON DALE LINKS CART PATH STORAGE ADDITION

KENOSHA, WI

DIVISION 00 – BIDDING AND CONTRACT REQUIREMENTS

00 00 10 Table of Contents 00 00 10-1

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary 01 10 00-1-3 01 29 76 Payment Procedures 01 29 76-1-4 01 30 00 Administrative Requirements 01 30 00-1-5 01 33 00 Submittal Procedures 01 33 00-1-5 01 40 00 Quality Procedures 01 40 00-1-4 01 42 16 Definitions 01 42 16-1-2 01 42 19 Reference Standards 01 42 19-1-4 01 50 00 Temporary Facilities and Controls 01 50 00-1-3 01 60 00 Product Requirements 01 60 00-1-3 01 70 00 Execution and Closeout Procedures 01 70 00-1-3

END OF SECTION

County of Kenosha – Brighton Dale Links Cart Path Storage Addition Payment Procedures

Clark Dietz, Inc. 01 29 76 - 1

SECTION 01 29 76

PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Schedule of Values

B. Payment Requests

C. Unit Prices

D. Measurement and Payment

1.2 SCHEDULE OF VALUES

A. The Contract Bid Unit Prices will be used to determine the value of work completed for payment purposes.

B. Summary of Estimated Quantities

BASE BID

SPV Item No. Bid Item Description Est. Qty. Unit

204.0115 Removing Asphaltic Surface Butt Joints 45 SY

205.0100 Excavation Common 150 CY

211.0101 Prepare Foundation for Asphaltic Paving 1 EA

305.0110 Base Aggregate Dense 3/4-inch 300 TON

* 460.5223 HMA Pavement 3 LT 58-28 S 60 TON

* 460.5225 HMA Pavement 5 LT 58-28 S 60 TON

625.0500 Salvaged Topsoil 75 CY

* 628.7005 Inlet Protection, Type A (Undistributed) 1 EA

631.1000 Sod Lawn 650 SY

ADDITIVE BID - ALTERNATE 1

SPV Item No. Bid Item Description Est. Qty. Unit

* 645.0220 Geogrid Type SR 680 SY

* Denotes a Special Provision applies to this item, see ‘Section 1.5 Measurement And Payment’ below.

1.3 PAYMENT REQUESTS

A. See front-end documents.

1.4 UNIT PRICES

A. Authority: Measurement methods are delineated in individual Specification Sections.

B. Measurement methods delineated in individual Specification Sections complement criteria of this Section. In event of conflict, requirements of this Section govern.

Clark Dietz, Inc. 01 29 76 - 2

C. Take measurements and compute quantities. The Engineer will verify measurements and quantities.

D. Unit Quantities: Quantities and measurements indicated on Bid Form are for Contract purposes only.

Quantities and measurements supplied or placed in the Work shall determine payment.

1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at contracted unit sum/prices.

2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim a Contract Price adjustment.

E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application, or installation of item of the Work; overhead and profit.

F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work.

G. Measurement of Quantities:

1. Weigh Scales: Inspected, tested, and certified by applicable State weights and measures department within past year.

2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.

3. Metering Devices: Inspected, tested, and certified by applicable State department within past year.

4. Measurement by Weight: Measured by weights on submitted tickets for each load of material.

5. Measurement by Volume: Measured by cubic dimension using mean length, width, and height or thickness.

6. Measurement by Area: Measured by square dimension using mean length and width or radius.

7. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

8. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.

1.5 MEASUREMENT AND PAYMENT

A. Quantities necessary to complete the Work as shown on the Drawings or as specified herein shall govern over those shown in the Bid Form. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specification, and the Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

B. General

1. Payment for all Work done in compliance with the Contract Documents, including, but not limited to, furnishing all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made under Pay Items listed herein. Work for

Clark Dietz, Inc. 01 29 76 - 3 which there is not a Pay Item and all costs pertaining thereto shall be considered incidental to the Contract, included in the unit prices of other pay items listed in the proposal and no additional compensation will be allowed.

2. All lien waivers submitted in connection with any request for payment shall include and be deemed to include a waiver of any and all rights as stated under Chapter 779 of the Wisconsin State Statutes.

3. The Owner reserves the right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease quantities of work to be performed in accord with such changes, including deduction or cancellation of any one or more of the Pay Items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in the quantities of Work to be performed, the Contractor will accept payment according to Contract Unit Bid Prices that appear in the original Contract.

4. Quantities necessary to complete the Work as shown on the Drawings or as specified herein shall govern over those shown in the Bid Form. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specification, and the Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

5. Pay Items which are to be measured in terms of weight shall be weighed on scales which have been approved by the Owner prior to receipt of any weighed material. Approved weight tickets must be given to the Owner prior to the material being placed.

6. The unit prices for each pay item are to include all material, labor, profit, overhead, incidental work and general requirements costs.

7. The Owner’s Representative will make measurements and determinations as necessary to classify the work within pay items and determine the quantities for pay purposes; such decisions will be final after three (3) days if the Contractor does not submit a written notice as defined in the following paragraph.

8. If the Contractor differs with the Owner’s Representative’s classification of the Pay Items or determination of quantities of the Pay Items, he must notify the Owner’s Representative in writing within three (3) days of the time that the Contractor is informed of the Owner’s Representative’s decision. Otherwise, the Owner will not consider any such difference as a claim for payment.

Any such written notice received by the Owner’s Representative from the Contractor within the three (3) day period shall be just reason for the Owner’s Representative to reevaluate his/her previous decision.

C. HMA Pavement 3 LT 58-28 S HMA Pavement 5 LT 58-28 S

1. Description: This item includes the furnishing, placement, and compaction of Hot Mix Asphalt (HMA) pavement 3 LT 58-28 S (binder course) and 5 LT 58-28 S (surface course) mix. All work shall be performed in accordance with Sections 450, 455, 460, and 465 of the WisDOT Standard Specifications (2025), the Contract Drawings, and the Contract Documents. This includes all labor, materials, and equipment necessary for the proper placement of HMA pavement. Section 460 shall govern the material requirements and construction procedures.

A special provision applies to this pay item, limiting payment to a maximum of 105% of the actual quantity placed, based on field yield checks.

Clark Dietz, Inc. 01 29 76 - 4

2. Measurement: Measurement for HMA pavement will be made in tons, based on certified weigh tickets for all material placed. HMA quantities will be subject to a field yield check to verify the actual in-place quantity. The Contractor will be compensated for up to 105% of the calculated yield, determined using the following formula:

HMA Lift Thickness (in.) * Area of HMA Pavement Placed (sq. yd.) * 112 lbs./sq. yd./in.

2000 lbs./ton

This formula calculates the theoretical tonnage based on the thickness of the asphalt, the area of pavement placed, and a standard unit weight of 112 pounds per square yard per inch of HMA placed. The unit weight is derived from a unit density of 2.015 tons per cubic yard of HMA pavement. Field yield checks will compare the theoretical yield with actual in-place quantities, and only up to 105% of the calculated yield will be considered for payment. Any unforeseen additional work required to complete this item, but not specifically covered by this Special Provision, shall be included and considered incidental to this item.

3. Basis of Payment: Payment for HMA Pavement 3 LT 58-28 S and HMA Pavement 5 LT 58-28 S will be made at the Contract Unit Price per ton of HMA pavement acceptably placed, as verified by field yield checks. This payment covers all costs associated with labor, materials, equipment, and incidentals necessary to complete the work. No payment will be made for quantities exceeding 105% of the theoretical yield, as calculated by the formula and verified by the Engineer.

D. Inlet Protection Type A (Undistributed)

1. Description: This item includes the installation of Inlet Protection Type A in accordance with WisDOT Standard Detail Drawing 08E10 and Section 628 of the WisDOT Standard Specifications. Inlet protection shall be installed downstream of all site disturbances or at locations as directed by the Engineer. Mobilizations for Erosion Control will be incidental to this item. Upon removal of the inlet protection, the Contractor is responsible for cleaning out any sediment or debris from the structure. Any unforeseen additional work required to complete this item, but not specifically covered by this Special Provision, shall be included and considered incidental to this item.

2. Measurement: This item will be measured as each individual inlet protection installed.

3. Basis of Payment: Payment for Inlet Protection Type A will be made at the Contract Unit Price per each inlet protection acceptably completed. No additional payment will be made for cleaning the existing structure upon removal of the structure’s inlet protection.

E. Geogrid Type SR (Additive Bid - Alternate #1)

1. Description: This item consists of furnishing and installing an integrally formed biaxial polypropylene geogrid, Tensar BX1100 or approved equal, for subgrade improvement and base stabilization beneath the proposed cart path section. The geogrid shall conform to the manufacturer’s published Product Data Sheet (PDS) and shall provide positive mechanical interlock with the base aggregate. Installation shall be in accordance with the manufacturer’s recommendations and as directed by the Engineer. Any sections of existing cart path damaged by the Contractor’s operations during delivery, placement, or access shall be restored to the Owner’s satisfaction at no additional cost.

2. Measurement: This item will be measured by the square yard of geogrid acceptably placed.

3. Basis of Payment: Payment for Geogrid Type SR will be made at the Contract Unit Price per square yard, which price shall include furnishing, transporting, placing, and securing the

Clark Dietz, Inc. 01 29 76 - 5 geogrid, as well as all labor, equipment, and incidentals necessary to complete the work as specified.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

END OF SECTION