Addendum #1

G o o d w y n M i l l s C a w o o d

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T R A N S M I T T A L C O V E R S H E E T

DATE: MARCH 15, 2023

TO: ALL PLAN HOLDERS

FROM: PATSY STINSON

PROJECT: REHABILITATION OF RUNWAY 6/24

STATESBORO-BULLOCH COUNTY AIRPORT

STATESBORO, GEORGIA

GMC PROJECT NO.: TAUG220008

RE: ADDENDUM #1

PLEASE COMPLETE BELOW AND RETURN IMMEDIATELY VIA FAX or EMAIL to:

PATSY STINSON

Email: patsy.stinson@gmcnetwork.com

Fax: 334-222-3573

I, the undersigned, hereby acknowledge receipt of this Addendum #1.

Authorized Representative Date

Company Name mailto:patsy.stinson@gmcnetwork.com

ADDENDUM NO. 1 – PAGE 1 of 1

ADDENDUM NUMBER 1

REHABILITATION OF RUNWAY 6/24

STATESBORO-BULLOCH COUNTY AIRPORT

GMC PROJECT NO.: TAUG220008

I. General

A. The following clarifications, revisions, additions are hereby made a part of same, and shall be incorporated in the Project Manual, Drawings, and Work of the Contract the same as if originally included in the Bid and Construction Documents.

B. Bidders shall acknowledge receipt of this Addendum in writing, as provided on the Transmittal Cover Sheet and the Proposal Form.

C. When a revision and/or addition is called for to the Drawings or Project Manual, they shall be fully coordinated with and carried through all applicable Drawings and portions of the Project Manual, including in part, all related Civil, Electrical, and other Documents.

II. Bid Opening (RE-SCHEDULED)

• The Bid Opening date and time has been changed to Tuesday, March 21, 2023 @ 3:00 PM EST

III. Revisions to Bid Proposal / Summary of Quantities

• Proposal Form – The quantities for line items 12, 13, 14 and 15 have been changed.

• Plan Sheet 11 – The Summary of Quantities Sheet has been revised to reflect the changes on the proposal form.

IV. Conclusion

A. Attachments to Addendum 1 o Proposal Form (Revised) o Summary of Quantities – Plan Sheet 11 (Revised)

B. This is the end of Addendum Number 1

SECTION 00410

BID FORM

REV. 1/1/21 Rehabilitation of Runway 6/24

Bid Form 00410-1 TAUG220008

Revised Per Addendum #1

TABLE OF ARTICLES

Article No.

ARTICLE 1 – BID RECIPIENT

ARTICLE 2 – BIDDER’S ACKNOWLEDGMENTS

ARTICLE 3 – BIDDER’S REPRESENTATIONS

ARTICLE 4 – FURTHER REPRESENTATIONS

ARTICLE 5 – BASIS OF BID

ARTICLE 6 – TIME OF COMPLETION

ARTICLE 7 – ATTACHMENTS TO THIS BID

ARTICLE 8 – DEFINED TERMS

ARTICLE 9 – BID SUBMITTAL

REV. 1/1/21 Rehabilitation of Runway 6/24

Bid Form 00410-2 TAUG220008

ARTICLE 1 – BID RECIPIENT

1.01 BID RECIPIENT

This Bid is submitted to: Bulloch County Commissioners c/o Statesboro-Bulloch County Airport

601 Airport Blvd.

Statesboro, GA 30461

This Bid is Submitted From:

(Name and Address of Individual, Partnership, or

Corporation)

Georgia Utility Contractor No. (if applicable)

This Bid is for: Rehabilitation of Runway 6/24

Tuesday, March 21, 2023 3:00 PM (EST)

(Date) (Time)

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 ACKNOWLEDGMENTS

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 days after the Bid opening, or for such longer period of time that

Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, the other

Bid Form 00410-3 TAUG220008

Revised Per Addendum #1 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 federal, state and local laws and regulations that may affect cost, progress and performance of the Work.

D. Bidder has carefully studied all reports (if applicable) of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified and reports and drawings of Hazardous Environmental Conditions that have been identified in

SC-4.06.

E. Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and

Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of 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 to be employed by Bidder, and safety precautions and programs incident thereto.

F. Bidder does not consider that any 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 and in accordance with the other terms and conditions of the Bidding Documents.

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 correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the

Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

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

Bid Form 00410-4 TAUG220008

J. 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.

K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement.

ARTICLE 4 – FURTHER REPRESENTATIONS

4.01 Bidder further represents 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 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 sought by collusion to obtain for itself any advantage over any other

Bidder or over Owner.

Bid Form 00410-5 TAUG220008

Revised Per Addendum #1

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

UNIT PRICE BID PROPOSAL

Rehabilitation of Runway 6/24

SPEC. NO.

DESCRIPTION OF ITEM

BID

QTY

UNIT UNIT PRICE TOTAL PRICE

1. 402-3130

Recycled Asph Conc 12.5 mm Superpave, GP 2 Only, Incl Bitum Matl & H Lime 6,410 TON

2. 413-0750 Tack Coat 10,590 GAL

3. 415-1000

Asphaltic Concrete Open Graded Crack Relief Interlayer, GP Blend, Including Bituminous Material and H Lime 2,840 TON

4. 432-0208 Mill Asph Conc, 2" depth 8,060 SY

5. C-105 Mobilization 1 LS

6. L-108-5.1 Trenching 160 LF

7. L-108-5.2 No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Trench 160 LF

8. L-108-5.3

No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations 160 LF

9. L-125-5.1 Taxiway Light Removal 2 EACH

10. P-101-5.2 Removal of Paint and Foreign Substances/Contaminates 1 LS

11. P-101-5.6 Joint and Crack Sterilization 8,580 SY

12. P-620-5.1

Permanent Pavement Marking, Reflective White (Type III) with Type III Beads, Include Microbicide 45,530

SQ

FT

13. P-620-5.2

Permanent Pavement Marking, Reflective Yellow (Type III) with Type III Beads, Include Microbicide 610

SQ

FT

14. P-620-5.3 Temporary Runway Marking, White (Type II), Include Microbicide 45,530

SQ

FT

15. P-620-5.4 Temporary Taxiway Marking, Yellow (Type II), Include Microbicide 610

SQ

FT

BID TOTAL

Bid Form 00410-6 TAUG220008

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be Substantially Complete in accordance with Paragraph

14.04 of the General Conditions, and will be Final Complete and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before the date indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the Contract Time.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are attached to and made a condition of this Bid:

A. Bid Bond – Section 00430.

B. Form of Qualification of Bidder – Section 00450.

C. Affidavit of Non-Collusion – Section 00480.

D. Immigration and Security Form – Section 00490.

E. Vendor Declaration

F. Immigration and Security Form – Section 00490

G. Sexual Harassment Prevention Policy

H. Certification Regarding Debarment and Suspension Form

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.

(Signature Page to Follow)

Bid Form 00410-7 TAUG220008

ARTICLE 9 – BID SUBMITTAL

9.01 This Bid submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By:

(Individual’s signature)

A Partnership

Partnership Name (typed or printed):

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

A Corporation

Corporation Name:

State of Incorporation:

(Signature -- attach evidence of authority to sign)

Title:

(CORPORATE SEAL)

Attest

Date of Authorization to do business in the state of Georgia is / /

END OF SECTION

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PROJECT NOTES

TOTAL ITEM NO. UNIT DESCRIPTION

160 LF Trenching

2,840 415-1000 TON

L-108-5.3 LF

413-0750

L-108-5.1

Asphaltic Concrete open graded Crack Relief Interlayer, GP Blend, Including Bituminous Material and H Lime

10,590 GAL Tack Coat

L-108-5.2160 LF No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Trench

105. CONTRACTOR SHALL NOT EXCEED 10% MAXIMUM ALLOWANCE ON MOBILIZATION ITEM IN ACCORDANCE WITH SPEC C-105.

ALL MARKINGS SHALL CONFORM TO FAA ADVISORY CIRCULAR 150/5340-1M FOR AIRPORT MARKINGS.104.

B. OTHER PRODUCTS MAY BE AVAILABLE THAT MEET OR EXCEED THESE SPECIFICATIONS.

PER 100 GALLONS OF PAINT.

A. DOW (FORMERLY ROHM AND HASS) ROCIMA 63 MICROBICIDE (OR OTHER APPROVED EQUIVALENT) SHALL BE ADDED AT A RATE OF 10 POUNDS

STANDARDS AS SPECIFIED IN TT-P-1952 F.

SUPPLIER/MANUFACTURER. THE FINAL HOMOGENOUS BLEND OF MICROBICIDE TREATED PAINT SHALL CONFORM TO THE SAME VISCOSITY STABILITY

MICROBICIDE SHALL BE BLENDED HOMOGENEOUSLY WITH THE PAINT UNDER HIGH SPEED DISPERSION DURING PRODUCTION BY THE

ALL WATERBORNE PAINT SHALL CONTAIN A MICROBICIDE THAT PROVIDES MICROBIAL EFFICACY FOR A PERIOD OF NO LESS THAN 3 YEARS. THE 103.

DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER IMMEDIATELY.

PLANS. DIMENSIONS GIVEN TO EXISTING IMPROVEMENTS ARE TO BE CONSIDERED APPROXIMATE AND ARE TO CONVEY INTENT, SIGNIFICANT

ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT, CENTER OF STRIPE, CENTER OF RUNWAY/TAXIWAY LIGHT, OR AS CALLED OUT IN THE 102.

ANY CHANGES OR REVISIONS MADE TO THE PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO MAKING REVISIONS IN THE FIELD.101.

REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION EFFORTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED FOR THE PROJECT AND BE IN POSSESSION OF ALL 100.

6,410 402-3130 TON Recycled Asph Conc 12.5 mm Superpave, GP 2 Only, Incl Bitum Matl and H Lime

432-02088,060 SY Mill Asph Conc, 2" depth

1 C-105 LS Mobilization

P-620-5.4 SQ FT610 Temporary Taxiway Marking, Yellow (Type II), Include Microbicide

8,580 SY Joint and Crack Sterilization

No. 6 AWG, 5kV, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations

Taxiway Light Removal

Removal of Paint and Foreign Substances/ContaminatesLS

EACH2 L-125-5.1

P-101-5.21

P-101-5.6

P-620-5.1 SQ FT45,530 Permanent Pavement Marking, Reflective White (Type III) with Type III Beads, Include Microbicide

P-620-5.2 SQ FT610 Permanent Pavement Marking, Reflective Yellow (Type III) with Type III Beads, Include Microbicide

P-620-5.3 SQ FT45,530 Temporary Runway Marking, White (Type II), Include Microbicide

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