27691_0053 _ Addendum_4.pdf

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Attached to
SR 144/Oak Level Road Roundabout
Solicitation number
PE-77523-NONST-2025-000000036
Issued by
Brooks County, Georgia

About this file

This document is an Addendum issued by the Bryan County Board of Commissioners for the SR 144/Oak Level Road Compact Roundabout contract opportunity. The project involves the construction of a single-lane compact roundabout at the intersection of SR 144 and Oak Level Road in Bryan County, Georgia. The work includes adjustments to the approaches to accommodate the roundabout. The bid opening date has been updated to 2:00 PM on Thursday, September 26, 2024. Bidders must acknowledge receipt of Addendum No. 4 on the Bid Form and use the enclosed form, as no other form will be accepted.

The bid must be accompanied by a bid bond or certified cashier's check in an amount not less than 10% of the base bid. The successful bidder will be required to provide Performance and Payment Bonds, each in an amount equal to 100% of the contract price. The Owner reserves the right to reject any or all bids. A pre-bid conference will not be held, and all questions must be submitted in writing by September 16, 2024.

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SR144 / OAK LEVEL ROAD COMPACT ROUNDABOUT

PREPARED FOR:

BRYAN COUNTY BOARD OF COMMISSIONERS

T&H PROJECT NO.

J–27691.0053

ADDENDUM NO. 4 September 23, 2024

GENERAL

This Addendum has been issued on behalf of Bryan County Board of Commissioners. The following information should be considered by prospective bidders in preparation of their proposals and is hereby incorporated into the Proposal Documents. Bidders shall be responsible for acknowledging receipt of this addendum in the Bid Form, Document 00313. Failure to do so will result in the proposal being considered non responsive. Please note that the bid opening date has been updated to 2:00 PM on Thursday, September 26, 2024. See updated contract documents included in this addendum.

PART II – CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS

The Proposal Documents shall be changed in the following respects:

SECTION 00313 – Bid Form

1. Section 00313 has been revised to add Addendum No. 4.

2. Delete and replace with the attached Section 00313 – “Bid Form”.

3. Bidder must use the enclosed form. NO OTHER FORM SHALL BE ACCEPTED.

4. Section 00021 has been revised to update the date of the final addendum.

5. Delete and replace with the attached Section 00021 – “Invitation to Bid”.

THOMAS & HUTTON

Doyle Kelley, P.E.

Project Manager

End of ADDENDUM NO. 4

00021–1 z:\27691\27691.0053\Documents\Construction\Bid\Specifications\00021 – Invitation to Bid.doc Revised per Addendum #4 dated 09.23.2024

DOCUMENT 00021

INVITATION TO BID

Legal Notice

1. Sealed proposals for SR 144/Oak Level Road Roundabout owned by Bryan County Board of

Commissioners will be received by Community Development (Attn: Kirk Croasmun) at 66 Captain

Matthew Freeman Drive, Richmond Hill, GA 31324 until 2:00 PM on Thursday, September 26, 2024, at which time they will be publicly opened in the Community Development Meeting Room.

2. The project consists of the following generally described work:

SR 144/Oak Level Road Roundabout

The project consists of improvements at the intersection of SR 144 and Oak Level Road in

Bryan County, Georgia. The work includes the construction of a single lane compact roundabout at the intersection and adjustments to the approaches to accommodate the roundabout.

3. Plans and Specifications are open to inspection digitally or may be obtained from Thomas &

Hutton Engineering Co., 50 Park of Commerce, Savannah, Georgia 31405 upon payment of

$50.00 (half size) or $100.00 (full size) plus a pdf copy. The contractor may request a PDF copy only upon payment of $25.00. The payment is non–refundable. Contact Karen Smulski at Thomas &

Hutton via email smulski.k@tandh.com to request copies.

4. Bids shall be accompanied by a bid bond or certified cashier's check in an amount not less than

10% of the base bid. All bonds shall be by a surety company licensed in Georgia with an "A" minimum rating of performance and a financial strength of at least five times the contract price as listed in the most current publication of "Best's Key Rating Guide Property Liability."

Performance and Payment Bonds, each in an amount equal to 100% of the contract price shall be required of the successful bidder if contract is awarded. Each Bond shall be accompanied by a "Power of Attorney" authorizing the attorney–in–fact to bind the surety and certified to include the date of the bond.

5. Owner reserves the right to reject any or all Bids, including without limitation, the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if Owner believes it would not be in the best interest of the Project to make an award to Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the Owner.

6. A pre–bid conference will not be held. All questions shall be submitted in writing to the Engineer by Monday, September 16, 2024, at 5 PM. An addendum addressing all questions and comments received by the question deadline will be issued via electronic mail by the end of business on

Thursday, September 19, 2024.

ENGINEER OWNER

Thomas & Hutton Bryan County Board of Commissioners

Attn: Doyle Kelley, P.E. Attn: Kirk Croasmun, P.E.

50 Park of Commerce Way 66 Captain Matthew Freeman Drive

Savannah, GA 31405 Richmond Hill, GA 31324

Phone: 912–721–4160 Phone: 912-756–7953

Email: kelley.d@tandh.com Email: kcroasmun@bryan-county.org

Bryan County Board of Commissioners, Owner

END OF INVITATION TO BID

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DOCUMENT 00313

BID FORM

PROJECT IDENTIFICATION: SR 144/OAK LEVEL ROAD COMPACT ROUNDABOUT

CONTRACT IDENTIFICATION

AND NUMBER: J –27691.0053

THIS BID IS SUBMITTED TO: Thomas & Hutton

1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening, or for such longer period of time BIDDER may agree to in writing upon request of OWNER.

3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

a. BIDDER has examined and carefully studied the Plans and Specifications for the work and contractual documents relative thereto, and has read all Technical

Provisions, Supplementary Conditions, and General Conditions, furnished prior to the opening of Bids, and can fulfill the requirements of the work to be performed.

b. BIDDER further acknowledges hereby receipt of the following Addenda:

ADDENDUM NO. DATE

1 September 11, 2024

2 September 18,2024

3 September 19,2024

4 September 23, 2024

c. BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions possibly affecting cost, progress, performance and furnishing of the Work;

d. BIDDER is familiar with and is satisfied as to all federal, state, and local Laws and

Regulations possibly affecting cost, progress, performance and furnishing of the

Work.

e. BIDDER has carefully studied all reports 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 structure at or contiguous to the site

00313 – 2

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(except underground Facilities) have been identified in the Supplementary

Conditions. BIDDER acknowledges such reports and drawings are not Contract

Documents and may not be complete for BIDDER’s purposes. BIDDER acknowledges OWNER and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the

Bidding Documents with respect to Underground Facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions

(surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incident thereto. BIDDER does not consider any additional examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance and furnishing of the

Work in accordance with the times, price and other terms and conditions of the

Bidding Documents.

f. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site relating to Work for which this Bid is submitted as indicated in the

Bidding Documents.

g. 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.

h. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies BIDDER has discovered in the Bidding Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

i. This bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.

4. BIDDER will complete the Work in accordance with the Contract Documents for the following price(s):

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SR 144/OAK LEVEL ROAD ROUNDABOUT

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

ROADWAY CONSTRUCTION

150-1000 Traffic Control 1 ls $ –

151-1000 Mobilization 1 ls $ –

163-0232 Temporary Grassing 4 ac $ –

163-0240 Mulch 35 tn $ –

163-0301 Construct and Remove Construction Exits 2 ea $ –

165-0010 Maintenance of Temporary Silt Fence, Type

A 2,225 lf $ –

167-1000 Water Quality Monitoring and Sampling 8 ea $ –

167-1500 Water Quality Inspections 6 mo $ –

171-0010 Temporary Silt Fence, Type A 2,225 lf $ –

205-0001 Unclassified Excavation 60 cy $ –

210-0100 Grading Complete 1 ls $ –

310-5060 Gr Aggr Base Crs, 6 Inch, Incl Material 300 sy $ –

310-5080 Gr Aggr Base Crs, 8 Inch, Incl Material 2,200 sy $ –

402-1812 Recycled Asph Conc Leveling, Inc Bitum

Matl & H Lime 650 tn $ –

402-3121 Recycled Asph Conc 25 mm Superpave, GP 1 or 2 , Incl Bitum Matl & H Lime (3") 400 tn $ –

402-3130

Recycled Asph Conc 12.5 mm Superpave, GP 2 Only, Incl Polymer-Modified Bitum

Matl & H Lime (1.5")

550 tn $ –

402-3190 Recycled Asph Conc 19 mm Superpave, GP 1 or 2, Incl Bitum Matl & H Lime (2") 300 tn $ –

413-0750 Tack Coat 1,100 gl $ –

429-1000 Rumble Strips 6 ea $ –

432-5010 Mill Asph Conc Pvmt, Variable Depth (As

Required) 700 sy $ –

439-0014 Plain PC Conc Pvmt, CL 3 Conc, 6 Inch Thk 320 sy $ –

441-0748 Concrete Median, 6 In 90 sy $ –

446-1100 Pvmt Reinf Fabric Strips, Tp 2, 18 Inch Width 1,500 lf $ –

456-2015 Indentation Rumble Strips-Ground-in-Place

(Skip)

0.41 glm $ –

456-2025 Indentation Centerline Rumble Strips-

Ground-in-Place (Continuous)

0.16 glm $ –

611-8140 Adjust Water Valve Box to Grade 1.00 ea $ –

634-1200 Right Of Way Markers 13 ea $ –

636-1033 Highway Signs, TP1 Matl, Refl Sheeting, TP9 110 sf $ –

636-1036 Highway Signs, TP1 Matl, Refl Sheeting, TP11 120 sf $ –

636-1041 Highway Signs, TP2 Matl, Refl Sheeting, TP9 50 sf $ –

00313 – 4

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SR 144/OAK LEVEL ROAD ROUNDABOUT

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

636-1077 Highway Signs, Alum Extruded Panels, Refl

Sheeting, TP 9 280 sf $ –

636-2070 Galv Steel Posts, TP7 280 lf $ –

636-2080 Galv Steel Posts, TP8 500 lf $ –

636-2090 Galv Steel Posts, TP9 170 lf $ –

636-3010 Ground-Mounted Breakaway Sign Support 25 ea $ –

643-8200 Barrier Fence (Orange), 4FT 100 LF $ –

653-0120 Thermoplastic Pvmt Marking, Arrow, TP 2 4 ea $ –

653-0296 Thermoplastic Pvmt Marking, Word, TP 15 4 ea $ –

653-1906 Thermoplastic Solid Traf Stripe, 6 In, White 2,400 lf $ –

653-2602 Thermoplastic Solid Traf Stripe, 6 In, Yellow 3,800 lf $ –

653-4830 Thermoplastic Skip Traf Stripe, 18 In, White 140 glf $ –

653-6006 Thermoplastic Traf Striping, Yellow 400 sy $ –

700-6910 Permanent Grassing 2.00 ac $ –

700-7000 Agricultural Lime 6.00 tn $ –

700-8000 Fertilizer Mixed Grade 2.00 tn $ –

700-8100 Fertilizer Nitrogen Content 100 lb $ –

999-5200 Detectable Warning Surface 180 sf $ –

1000-0001 Qwik Kurb System 1 ls $ –

1000-0002 Landscaping 1 ls $ –

1000-0003 Lighting 1 ls $ –

TOTAL PROJECT $

TOTAL BID:

Dollars

Unit Prices have been computed in accordance with paragraph 11.03.C of the General

Conditions.

BIDDER acknowledges 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 determined as provided, determined as provided in the Contract Documents.

5. BIDDER agrees the Work will be substantially complete within 180 calendar days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the

General Conditions and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 210 calendar days after the date when the Contract Times commence to run.

6. BIDDER accepts provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within times specified in the Agreement.

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

a. Required Bid Security in the form of 10 percent of the Bid Total Price.

8. The undersigned further agrees in case of failure on his/her part to execute the said contract and the Bond within 30 consecutive calendar days after written notice being given of the award of the contract, the check or bid bond accompanying this bid, and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure, otherwise, the check or bid bond accompanying this proposal shall be returned to the undersigned.

9. Communications concerning this Bid shall be addressed to:

Doyle D. Kelley, P.E.

Thomas & Hutton

50 Park of Commerce Way

Savannah, GA 31405

(912)721–4160

Kelley.d@tandh.com

10. Terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions of Instructions.

SUBMITTED 2024.

CONTRACTOR'S NAME

ADDRESS:

BY:

State Contractor License No.

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