5-!-CR27010-27307430 DFCM Addendum 001.pdf

DFCM Addendum Cover Page, 9.2.2026

DFCM Addendum #001

Reference: Hurricane Pickleball Courts DFCM Project #27307430 U3P Event #CR27010

Date: September 8, 2026

To: Invited Contractors

From: The Division of Facilities Construction and Management

Note: This Addendum shall be included as part of the Contract Documents. Items in this Addendum apply to all drawings and specification sections whether referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in the Addendum. Bidders are required to acknowledge receipt of this Addendum when their bid is submitted. Failure to do so may subject the Bidder to disqualification.

Addendum Items

Solicitation Schedule Changes: There are no changes to the Solicitation Schedule in this addendum.

DFCM Addendum Items: N/A

Click to enter text Click to enter text Click to enter text

A/E Addendum Items: A/E Addendum # 001- Dated 09/08/2026 Click to enter text

Total Attached Pages: 9

JJS Hurricane Pickleball Courts 1 DFCM Project No. 27307430 Addendum #1

JJS Hurricane Pickleball Courts

DFCM Project No. 27307430 Addendum #1

Plans, Specifications & Contract Documents

September 8, 2026

The following additional information and clarifications shall be incorporated into the contract documents, plans, and specifications for the JJS Hurricane Pickleball Courts Project. These modifications shall supersede any existing specifications or plans as detailed herein. The contractor shall acknowledge on the bid which he submits that he is in receipt of this addendum.

Changes to Plans:

1.0 Sheet C501

1.1 Detail B has been revised to provide additional information needed to bid and construct project.

Changes to Specifications:

1.0 Section 004113

1.1 Quantities for Bid Items #3 and #6 through #8 have been revised.

1.2 The specific hoop model has been added to Bid Item #9.

2.0 Section 012200

2.1 Additional 12” curb information has been added to 1.2.G.2.

2.2 The specific model of basketball hoop has been added to 1.2.I.2.

3.0 Section 321823.53

3.1 Plexipave has been approved as an alternative for the playcourt surface.

Responses to Questions Asked:

1.0 Bid Schedule calls out for the Po-Tension Court to be 7564 SF. A 62’ x 48’ post tension slab is 2976sf. With the additional 12” Independent Curb going around it, the total I am coming up with is 3200SF. Am I miss reading quantities?

1.1 Quantities have been revised

2.0 Detail B shows a 12” Wide curb to be installed around the perimeter of the post tension slab. A) Is the intent for all four sides to have this curb, or only along the two sides that have turf. B) Will the new sidewalk be poured against the post tension slab. C) If the sidewalk is to be poured against the post tension slab will it require a thickened sidewalk. D) Is the 12” curb included in the 64’ x 50’ post tension slab dimensions?

2.1 The curb is required on the two sides that have turf.

JJS Hurricane Pickleball Courts 2 DFCM Project No. 27307430 Addendum #1

3.0 Can you provide further clarification of pavement section in detail C501/B for the a) slab thickness (says 5” preferred), b) perimeter edge thickness (says 8”-12”), c)12’ c) 12” curb thickness (not shown, one can assume that it can range from 14” to 20”), stone base layer (says 4”-6”), d) provide further clarification of the E/C joint, do you want expansion joint fiber board, sealant, or do we pour against the post tension slab,

e) what is the required concrete strength for the post tensioned slab.

3.1 The pavement section has been revised for the following.

A) Slab thickness is 5”.

B) Edge thickness is 12”.

C) Stone base is 6”.

D) E/C joint is fiber board.

E) See Specification 321823.53.

4.0 Our quantity take-offs vary significantly from the bid schedule quantities on items 3 thru 8. For example, the plans indicated the post tension slab to be 3,200 SF but the bid schedule qty is 7,594 SF. Please clarify items 3 thru 8.

4.1 Quantities have been revised and are included with in this Addendum.

5.0 There are two models for the Pro Jam Adjustable Basketball Hoop with Polycarbonate Board (GP10P72DM & GP12P72DM). Please specify which model. I would recommend the GP12 that is designed for heavier use.

5.1 A specific model has been decided on (GP12P72DM) and is included in this addendum.

End of Addendum #1

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PICKLEBALL COURT PLAYING LINE LAYOUT DETAIL

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1" = 2' (22x34 SHEET)

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Construction Specifications August 2026

JJS Hurricane Pickleball Courts 004113 - 1 DFCM Project No. 27307430 Bid Form

SECTION 004113

BID FORM

PART 1 – GENERAL

1.1 BIDDER INFORMATION

A. Bidder acknowledges receipt of all addenda and agrees to furnish all labor, materials, tools, transportation, supervision, and incidentals necessary to complete the Work in accordance with the Contract Documents for the prices listed herein.

B. Bidder agrees to perform all Work for the following Base Bid amounts.

1.1 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

PART 2 – BID SCHEDULE

Bid Item

Description Quantity Unit Unit Price

Total Price

1 Mobilization 1 L.S.

2 Construction Surveying 1 L.S.

3 Clearing, Grubbing & Demolition 4,900 S.F.

4 Earthwork & Grading (Cut) 190 C.Y.

5 Earthwork & Grading (Fill) 410 C.Y.

6 Site Concrete w/ Base 1,210 S.F.

7 Post-Tension Concrete Pickleball Courts w/ Base

3,200 S.F.

8 Pickleball Court Color Surfacing & White Striping

3,200 S.F.

9 Lemco ADP Pro Jam Adjustable Basketball Hoop (GP12P72DM)

2 Each

10 Pickleball Posts and Net 2 Each

11 Landscaping 1 L.S.

BASE BID TOTAL: $

BASE BID TOTAL (In Words):

JJS Hurricane Pickleball Courts 004113 - 2 DFCM Project No. 27307430 Bid Form

PART 3 – BIDDER ACKNOWLEDGEMENTS

The undersigned Bidder certifies that:

1. Bidder has examined the Contract Documents and site conditions.

2. Bidder agrees to complete the Work in accordance with the Contract Documents.

3. Prices include all labor, materials, equipment, taxes, overhead, profit, and incidentals required to complete the Work.

4. Bidder agrees that quantities are estimated and payment shall be based on actual quantities installed and accepted unless otherwise noted.

PART 4 – SIGNATURES

BIDDER:

ADDRESS:

PHONE:

EMAIL:

UTAH CONTRACTOR LICENSE NO.:

AUTHORIZED SIGNATURE:

PRINTED NAME:

TITLE:

DATE:

END OF SECTION

JJS Hurricane Pickleball Courts 012200 - 1 DFCM Project No. 27307430 Measurement and Payment

SECTION 012200

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section defines the way the Lump Sum Prices, Unit Prices, and the Allowances listed in the Bid Schedule will be used to determine measurement and payment for all Work and describes the procedures required to be followed for monthly progress payments to the Contractor.

B. Bid amounts will include all equipment, tools materials, labor, service, and all other items required to complete the Work included in the Agreement unless specifically excluded by this section. Work required for which no separate Bid item is identified will be considered as a subsidiary obligation of the Contractor, and the cost therefore shall be included in the most applicable Bid item. Bid amounts for each item will be the basis for development of budget values for activities. Adjustments to Allowance Bid Item amounts will be applied to the Contract Price when Work is completed, and actual Allowance item amounts are known.

C. Payment for all items of the Bid Schedule shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including but not limited to all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Utah Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA).

D. All costs shall be included in the prices named in the Bid Form for the various items of Work. Except as otherwise provided herein, no separate payment will be made for any item that is not specifically set forth in the Bid Form.

E. All estimated quantities stipulated in the Bid or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the Bids submitted for the Work. The actual amounts of Work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof.

F. The unit or lump sum item of work which involves excavation or trenching shall include all costs for such work. No direct payment shall be made for excavation or trenching. All excavation and trenching shall be unclassified as to materials which may be encountered;

in addition, trenches shall be unclassified as to depth.

G. Monthly pay requests are due on the 25th of each month, and while pay requests will be accepted prior to this date, pay request processing will not begin until this date for purposes of meeting the Owner pay request processing obligations. Failure of the Contractor to submit its pay request by this day may be cause for the rejection of the pay request. If rejected, the Contractor may have to resubmit the pay request the next month. Should the submittal date fall on a holiday or weekend day during the month, then the Contractor shall consider the next working day as the due date.

1.2 MEASUREMENT AND PAYMENT

BID FORM (Section 004113), Measurement and Payment to be as follows:

JJS Hurricane Pickleball Courts 012200 - 2

A. Mobilization

1. Measurement: Lump Sum.

2. Payment: Includes preparatory work, transportation, temporary facilities, project administration, bonds, insurance, and all work necessary to begin construction operations.

B. Construction Surveying

1. Measurement: Lump Sum.

2. Payment: Includes layout, staking, grade control, and as-built documentation.

C. Clearing and Grubbing

1. Measurement: Square Feet

2. Payment: Includes clearing, grubbing, removal, stockpiling, disposal of vegetation and debris, and preparation of areas for construction.

D. Excavation (Cut and Place on Site)

1. Measurement: Cubic Yard

2. Payment: Includes excavation, hauling, disposal, and grading.

E. Site Concrete

1. Measurement: Square Feet

2. Payment: Includes but is not limited to the subgrade preparation, placement and compaction of base course, concrete forming, finishing and curing, expansion joints, not specifically listed as a separate bid item.

F. Post-Tension Concrete Pickleball Courts w/ Base

1. Measurement: Square Feet

2. Payment: Includes but is not limited to all materials, labor, and equipment necessary to prepare the subgrade, install the base course, sand leveling course, polyethylene vapor barrier, tensioning strands, reinforcement, tendon strand supports, tendons, wedge anchors, concrete, foam spacers, moisture barriers, and any other miscellaneous work to provide a complete post tensioned concrete court, prepared for surfacing treatment. The 12” wide curb is to be installed between the pickleball court and grass. The post-tension concrete slab shall be installed per project specifications. This item shall include coordination with the basketball standard installation within the court as shown on the plans.

G. Pickleball Court Color Surfacing & White Striping

1. Measurement: Square Feet

2. Payment: Includes all materials, labor, and equipment necessary to install pickleball court surface treatment and striping as shown in the Drawings on the specifications. The contractor shall verify that all surfacing materials and colors are approved by the Engineer and Owner prior to ordering the surfacing products. The pickleball court surfacing shall be installed per project specifications.

H. Pickleball Posts and Net

1. Measurement: Each

2. Payment: Includes labor, materials, and equipment necessary to install post and net.

I. Basketball Hoop

JJS Hurricane Pickleball Courts 012200 - 3

1. Measurement: Each

1. Payment: Includes labor, materials, and equipment necessary to install each basketball hoop (Pro Jam Adjustable Basketball Hoop Model GP12P72DM).

The contractor is responsible to provide the basketball hoop footing design by deferred submittal prior to the placement of the post tension strands. This item shall include but is not limited to placement of each hoop, concrete footing, foam isolation spacer and moisture barrier.

J. Landscaping

1. Measurement: Lump Sump

2. Payment: Includes all materials, labor and equipment necessary to adjust and install sprinklers, and install grass sod with topsoil at the locations and grades identified on the plans. This item shall include all materials, labor, and equipment necessary to install, grass sod and 6” of topsoil. This item shall include surface preparation and finish grading.

PART 2 – MATERIALS (Not Used)

PART 3 – EXECUTION

1.1 GENERAL PROGRESS PAYMENT REQUIREMENTS

A. Payment for Work performed shall be in accordance with installed quantities as assessed in comparison to the Schedule of Values. The ENGINEER will verify measurements and quantities. Each activity necessary to manage and complete the Work is identified on the Contract schedules. Each activity will be assigned its respective value, a portion of the Contract Price, as shown on the Schedule of Values (Roll-up) and detailed cost loaded activity schedule. Refer to Section 012900 - Schedule of Values.

B. Payment for all lump sum costs and services incurred on this Agreement shall be based on the earned value of Work accomplished during the reporting period. Earned value is determined by the completion percentage of each activity as determined by the Schedule of Values applied to the total value of the activity. No construction activity shall be deemed 100 percent complete until the CONTRACTOR has completed the physical check out and inspection of the completed Work and has submitted the signed inspection form to the ENGINEER. Refer to Section 012900 – Schedule of Values.

C. Earned value is derived from the current status of the CONTRACTOR Construction Schedule as determined by the monthly schedule status submittals (Reference Section 012900 – Schedule of Values). Each schedule status submittal is reviewed and approved by the ENGINEER prior to the CONTRACTOR obtaining approval for the Summary of Earned Values or quantities installed and the Application for Payment.

1.2 APPLICATION FOR PAYMENT

A. Application for payment shall be on the OWNER’s form and be certified by signature of an Authorized Officer of the CONTRACTOR.

B. The Application for Payment shall contain all necessary references and attachments that substantiate the invoice for progress payment (e.g., certified payrolls, labor reports, progress schedule data, and Summary of Earned Values). It shall substantiate the invoice for progress payment and shall be preceded or accompanied by status data as a condition of payment, in accordance with Section 012900 – Schedule of Values.

1.3 PAYMENT FOR SUPPLIES AND MATERIALS

A. Payment based on the actual cost of supplies, materials and equipment on hand shall be made by the OWNER with or without a paid invoice. "Actual cost" of materials shall be the invoice amount, whether paid or not, and shall not include any costs associated with installation, testing, etc. The CONTRACTOR shall be entitled to payment of the actual cost

JJS Hurricane Pickleball Courts 012200 - 4 of supplies, materials and equipment only if he (1) presents an invoice to the OWNER with the application for payment and (2) states in the application for payment that the materials have been delivered and stored in the time and manner specified in the contract between the CONTRACTOR and his Supplier or Subcontractor. If the CONTRACTOR fails to comply with those conditions, the OWNER may withhold payment in accordance with the provisions. The OWNER expressly reserves the right to withhold retention until the CONTRACTOR presents to the OWNER a paid invoice, or some other proof of payment satisfactory to the OWNER, for the OWNER use in verifying the accuracy of the actual cost of the supplies, materials or equipment. If the amount paid does not match the actual cost, the OWNER shall adjust the amount of retention accordingly. Payment for supplies, materials or equipment on hand does not alter the responsibility of the CONTRACTOR for all supplies, materials and equipment until Final Acceptance of the Work.

END OF SECTION