Addendum #1 Riley Track Projec

City of Peachtree City 151 Willowbend Road Peachtree City, GA 30269 Phone: 770-631-2515 Fax: 770-631-2507 PeachtreeCityGA.gov Purchasing Department

CITY OF PEACHTREE CITY

RILEY TRACK RESURFACING

ADDENDUM #1

1. QUESTION: Would the city consider allowing the use of Plexitrac Lightning and Plexitrac Accelerator? RESPONSE: Based on the City Engineer’s review of the submitted documentation, this substitution will not be approved.

2. QUESTION: Clarify field marking requirements. RESPONSE: See page 243, track shall be relined as it is currently. (Relining it to IAAF competition standards may be overkill.)

3. QUESTION: Is there a dimension on the asphalt core? Is there a core sample of aggregate?

RESPONSE: The asphalt is approximately 2 inches thick. Please see attached coring report. No aggregate base thickness was reported.

4. QUESTION: Is the city interested in interior or exterior curbing? RESPONSE: The city is amending the Bid Form to allow pricing. The decision to make this change will be made based on pricing.

5. CLARIFICATION: The city included days for inclement weather. Understanding the temperature constraints of the materials, contractor would need to submit documentation supporting any requests for additional days. If reasonable, the expectation is for the city to issue a change order extending the substantial completion date.

Attachment: Amended Bid Form Asphalt Coring Report

August 22, 2022

Riley Track Resurfacing 00 41 00-1

22-113BPW 8/22/2023 AMENDED BID FORM

SECTION 00 41 00

BID FORM

TABLE OF CONTENTS

Page

Article 1 – Bid Recipient

Article 2 – Bidder’s Acknowledgements

Article 3 – Bidder’s Representations

Article 4 – Bidder’s Certification

Article 5 – Basis of Bid

Article 6 – Time of Completion

Article 7 – Attachments to This Bid

Article 8 – Defined Terms

Article 9 – Bid Submittal

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ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to: City of Peachtree City

151 Willowbend Road

Peachtree City, GA 30269

This Bid is submitted from:

(Name and Address of Individual, Partnership, or Corporation)

P.O. Box Not Acceptable

Georgia Utility Contractor No. (if applicable)

This Bid is for: Riley Track Resurfacing

Friday, September 2, 2022/2:00 pm

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 calendar days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

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ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged:

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all (if applicable): (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in SC-4.02 as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC-4.06 as containing reliable "technical data."

E. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports (if applicable) and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

F. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

Riley Track Resurfacing 00 41 00-4

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Purchasing Agent written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Purchasing Agent is acceptable to Bidder.

1. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s), hereinafter referred to as the Base Bid of:

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UNIT PRICES – Base Bid

Item No. Description Unit

Estimated Quantity Bid Unit Price Bid Price

1 General Conditions Lump 1 $ $

2 Mobilization Lump 1 $ $

3 Demo/Dispose of Rubber surfaces yd2 4,514 $ $

4 Demo/Dispose of asphalt surfaces yd2 4,514 $

5 Proof-roll Lump 1 $

6 Removal and disposal of gravel and subgrade not meeting specs.

yd3 530 $

7 Installation and compaction of GAB meeting specs.

yd3 530 $

8 Asphalt paving of track -2” Ton 506 $

9 Re-surfacing of track and other areas with rubberized surface (inc. primer and polyurethane base mat) yd2 4,514 $

10 Striping of track Lump 1 $

Total Base Bid $

Alternate #1 to Base Bid Above – Replacing Item 9 with 9A

9A

Re-surfacing of track and other areas with Single component polyurethane structural spray on base mat (inc. primer and polyurethane base mat) yd2 4,514 $ $

Riley Track Resurfacing 00 41 00-6

Alternate #2 to Base Bid Above – Replacing Item 9 with Item 9B

9B

Re-surfacing of track and other areas with Two component polyurethane structural spray on base mat (inc. primer and

Alternate #3 to Base Bid Above – Replacing Item 9 with Item 9C

9C

Re-surfacing of track and other areas with “Sandwich System” – squeegeed polyurethane coating over base mat with broadcast rubber granules (inc. primer and

Addition to Base Bid Above: Curbing, inside only 11a Curbing, inside only LF 1,300 $ $

Addition to Base Bid Above: Curbing, inside & outside

11b Curbing, inside and outside LF 2,920 $ $

Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions.

If the product of the Estimated Quantity and Bid Unit Price indicated in the Bid Price column is incorrect, then the Bid Unit Price will govern to determine the actual Bid Price. If the quantity is in excess of the estimate quantity, no increase in price will be permitted unless approved, in writing, by the Project Manager before such quantity is used in the Project. If the quantity is less that the estimated quantity, the city will be given a credit on such price.

Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities in-place, determined as provided in the Contract Documents.

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions

Riley Track Resurfacing 00 41 00-7 on or before the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

A. All documents as outlined in Section 00 22 13 “Supplementary Instructions to Bidders.”

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

ARTICLE 9 – BID SUBMITTAL

9.01 This Bid is submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By:

(Individual’s signature)

Doing business as:

A Partnership

Partnership Name:

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(Signature of general partner -- attach evidence of authority to sign)

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):_______

(Signature -- attach evidence of authority to sign)

Title:

(CORPORATE SEAL)

Attest

Date of Qualification to do business in Georgia is ____/____/____.

A Joint Venture

Name of Joint Venture:

First Joint Venturer Name: (SEAL)

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(Signature of first joint venture partner -- attach evidence of authority to sign)

Second Joint Venturer Name: (SEAL)

(Signature of second joint venture partner -- attach evidence of authority to sign)

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

Bidder's Business Address

Phone No. _____________________________________ Fax No.

E-mail _____________________________________

Riley Track Resurfacing 00 41 00-10

SUBMITTED on , 20____.

State Contractor License No. . [If applicable]

END OF SECTION

DAILY REPORT

Project Name: Riley Field – Peachtree City, GA

Project Number: 22.023 Date: 05-27-22 Day: Saturday

Representative: Justin Peavy Weather: Clear Ptly.Cloudy Overcast Rain

General Contractor: Atlanta Paving & Concrete Construction, Inc. Temperature:

< 32° 32-50° 50-70° 70-90° > 90°

4000 CHURCH STREET ◾ CONLEY, GEORGIA 30288

Page: 1 of 1

The above subject track was visited to core and measured layers of the existing pavement sections. (See attached photo for locations).

The thicknesses of the material encountered on each core and locations are shown below.

CORE

Asphalt Thickness, (inc)

1 2-⅛

2 2

3 2-⅛

4 2-⅛