Addendum _1.pdf

ADDENDUM #1

March 26, 2026

PROJECT: FY2024 CDBG WATER AND SEWER IMPROVEMENTS

OWNER: City of Thomaston, GA

BID DATE: April 16, 2026 at 2:00 PM ET

The Bidder is hereby provided the following information:

1. UPDATED INFORMATION

a. Section 00410 - Bid Form: Section 00410 - Bid Form included in the specifications portion of the bid package has been updated. Specifically, Line Items: 101, 201, 202, 203, 204, and 207 quantities have changed. See the updated Bid Form included below to include with your pricing.

b. Section 01025 – Measurement & Payment: Section 01025 – Measurement & Payment has been updated in this addendum. Specifically, items 3.24 and 3.25. Language was added to include fittings necessary to connect to existing service lines.

c. Section 02510 – Water Distribution: Section 02510 – Water Distribution included in the specifications has been updated in this addendum. Please refer to the updated specification included below and discard the original Water Distribution specification. The original Water

Distribution specification will have no bearing on this project.

d. Construction Notes: The Contractor shall be solely responsible for the design, means, methods, techniques, sequences, and procedures associated with utility trenching operations. This responsibility includes, but is not limited to, the development and implementation of all required safety measures, trench protection systems, and compliance with applicable federal, state, and local regulations.

The Contractor shall ensure that all trenching and excavation activities are executed in a safe manner, including proper shoring, sloping, benching, dewatering, and access/egress provisions, in accordance with applicable standards. The Contractor shall bear full responsibility for the safety of personnel, protection of adjacent structures and utilities, and overall execution of the work.

e. ***Question: What is the estimated Construction Budget?

Response: The estimated cost of construction is $2,000,000.00.

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2. CONSTRUCTION PLANS

a. Sheet C0.1 - Changes have been highlighted in red in the plan sheet on the following page.

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GENERAL NOTES

1. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON A COMBINATION OF AERIALS, SURVEYS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND FIELD MEASUREMENTS. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR SHALL NOTIFY THE UTILITIES PROTECTION CENTER AT 811, AT LEAST 24 HOURS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID, WHERE POSSIBLE, OR TO RELOCATE EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. EXISTING UTILITIES BEING RELOCATED SHALL MEET ALL THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL

UTILITY COMPANY SPECIFICATIONS.

3. COORDINATE WITH OVERHEAD UTILITIES COMPANIES IN THE VICINITY OF CONSTRUCTION TO REDUCE POSSIBILITY OF

COLLATERAL DAMAGE AND ARRANGE FOR TEMPORARY SUPPORT OF POLES WHERE NECESSARY.

4. WATER & SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEORGIA MINIMUM STANDARDS

FOR A PUBLIC WATER SYSTEM AND GEORGIA GUIDELINES FOR SEWAGE COLLECTION SYSTEMS.

5. ALL IN-PLACE IMPROVEMENTS SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED TO THE RESPECTIVE OWNER'S SATISFACTION BY THE CONTRACTOR AT THEIR OWN EXPENSE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING, DE-WATERING, AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS AS WELL AS SUBSEQUENT WORK AGREED TO BETWEEN THE OWNER AND CONTRACTOR. THE OWNER AND THE DESIGN ENGINEER ACCEPT NO RESPONSIBILITY FOR THE

DESIGN(S) TO INSTALL SAID ITEMS.

7. NO WORK SHALL BEGIN ON THIS PROJECT WITHOUT AT LEAST 72 HOURS ADVANCE NOTIFICATION TO THE OWNER, ESG OPERATIONS, AND THE ENGINEER. IN ADDITION, NO WORK IS TO TAKE PLACE WITHOUT AN APPROVED SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE. WORK IS TO BE COORDINATED WITH ALL OTHER WATER SYSTEM OPERATIONS ACTIVITIES.

8. CONTRACTOR TO COORDINATE WITH ESG OPERATIONS AND CITY PERSONNEL TO NOTIFY HOMEOWNERS OF CONSTRUCTION WORK AHEAD OF ANY ONSITE WORK BEING CONDUCTED WITH A MINIMUM NOTICE OF 72 HOURS IN ADVANCE FOR THE

APPLICABLE PORTION OF THE WORK TO BE PERFORMED.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

10. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF ALL SURFACE AND SUBSURFACE CONDITIONS. THE CONTRACTOR, IN CONSULTATION WITH THE ENGINEER, SHALL DETERMINE WHAT MATERIAL, IF ANY, IS TO BE WASTED.

11. ALL FIELD CHANGES SHALL BE AUTHORIZED BY THE OWNER IN WRITING IN ADVANCE OF THE WORK. IF CHANGES ARE MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER, CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MAKING THE NECESSARY CHANGES TO BRING THE CONSTRUCTION INTO CONFORMANCE WITH APPROVED PLANS AND

SPECIFICATIONS AT NO COST TO THE OWNER.

12. THE AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE NOTED

ON THE PLANS.

13. ALL WATER UTILIZED DURING CONSTRUCTION SHALL BE METERED THROUGH A CONSTRUCTION WATER METER (OBTAINED FROM ESG OPERATIONS) EQUIPPED WITH AN APPROVED BACK FLOW DEVICE. STANDARD FEES SHALL APPLY.

14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL PROPOSED CONSTRUCTION FOR FEASIBILITY AND FUNCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR WARRANTED CONCERNS

PERTAINING TO DESIGN AND CONSTRUCTION.

RESTORATION & CLEANUP NOTES

1. THE CONTRACTOR SHALL PLAN, COORDINATE, AND EXECUTE THE WORK SUCH THAT DISRUPTION TO PERSONAL PROPERTY AND BUSINESS IS HELD TO A PRACTICAL MINIMUM. COORDINATE ALL OPEN CUTS OF DRIVEWAYS WITH HOMEOWNERS OR BUSINESS OWNERS/OPERATORS. LIMIT CONSTRUCTION TIME OR COORDINATE CONSTRUCTION METHODS TO REDUCE TIME ACCESS IS

UNAVAILABLE.

2. All CONSTRUCTION AREAS ABUTTING LAWNS AND YARDS OF RESIDENTIAL OR COMMERCIAL PROPERTY SHALL BE RESTORED PROMPTLY. BACKFILLING OF UNDERGROUND FACILITIES, DITCHES AND DISTURBED AREAS SHALL BE ACCOMPLISHED ON A DAILY

BASIS.

3. HANDWORK, INCLUDING RAKING AND SMOOTHING, SHALL BE REQUIRED TO ENSURE THAT THE REMOVAL OF ROOTS, STICKS, ROCKS, AND OTHER DEBRIS IS ACCOMPLISHED IN ORDER TO PROVIDE A NEAT PLEASING APPEARANCE. SEEDING AND WHEATSTRAW, WHEN IN SEASON, SHALL IMMEDIATELY FOLLOW IN ORDER TO ESTABLISH PERMANENT COVER AT THE EARLIEST DATE. IF SEEDING AND WHEATSTRAW IS NOT IN SEASON, PROPER EROSION CONTROL SHALL BE INSTALLED AND MAINTAINED.

4. THE CONTRACTOR SHALL BE AUTHORIZED TO STOP ALL WORK BY THE ENGINEER WHEN RESTORATION AND CLEANUP ARE

UNSATISFACTORY AND TO REQUIRE APPROPRIATE REMEDIAL MEASURES.

5. ALL DRIVEWAY CUTS SHALL BE REPLACED TO MATCH THE ORIGINAL MATERIAL OF CONSTRUCTION (ASPHALT, CONCRETE, GRAVEL, ETC.). REPLACEMENT OF DRIVEWAYS SHALL INCLUDE THE AREA OF DISTURBANCE BACK TO THE NEXT UNDISTURBED

CONSTRUCTION JOINT (SEE DETAIL ON SHEET C2.2).

6. ALL ROAD CUTS SHALL BE PATCHED PER DETAIL IN THE PLANS.

7. THE AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND GRADE UNLESS OTHERWISE NOTED ON THE PLANS. ALL FENCES, SIGNS, MAILBOXES, ETC., SHALL BE HANDLED WITH CARE AND RETURNED TO THEIR ORIGINAL LOCATION AND CONDITION AFTER CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AT

THE CONTRACTOR'S EXPENSE.

8. AFTER THE FINAL INSPECTION HAS BEEN PERFORMED AND ALL ITEMS ARE SATISFACTORY TO THE CITY, AS-BUILTS SHALL BE SUBMITTED, ALONG WITH A LETTER OF TRANSMITTAL. ACCEPTABLE SUBMITTALS WILL BE APPROVED IN WRITING. SUBMITTALS REQUIRING CORRECTIONS BEFORE BEING ACCEPTED WILL BE SO NOTED. REVISED AS-BUILTS MUST BE RESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE LETTER OF ACCEPTANCE BEING ISSUED BY THE ENGINEER.

CONSTRUCTION NOTES

1. LOCATION OF ALL EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL FIELD-LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DEVIATIONS FROM PLANS. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND UTILITY OWNER OF ANY DAMAGED UTILITIES AND SHALL

REPAIR IMMEDIATELY AT HIS/HER OWN EXPENSE.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES ASSOCIATED WITH UTILITY TRENCHING OPERATIONS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE DEVELOPMENT AND IMPLEMENTATION OF ALL REQUIRED SAFETY MEASURES, TRENCH PROTECTION SYSTEMS, AND COMPLIANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL ENSURE THAT ALL TRENCHING AND EXCAVATION ACTIVITIES ARE EXECUTED IN A SAFE MANNER, INCLUDING PROPER SHORING, SLOPING, BENCHING, DE-WATERING, AND ACCESS/EGRESS PROVISIONS, IN ACCORDANCE WITH APPLICABLE STANDARDS. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE SAFETY OF PERSONNEL, PROTECTION OF ADJACENT STRUCTURES AND UTILITIES, AND

OVERALL EXECUTION OF THE WORK.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE ANY

DAMAGED UTILITIES TO THE RESPECTIVE OWNER'S SATISFACTION.

4. RIGHT-OF-WAYS SHOWN ARE APPROXIMATE AND BASED ON AVAILABLE TAX MAP INFORMATION.

5. WHERE PRESENT, ALL MAILBOXES, SIGNAGE, STRIPING, AND RAISED PAVEMENT MARKERS SHALL BE REPLACED TO MATCH EXISTING SHOULD THEY BE DISTURBED. REPLACEMENT STRIPING SHALL BE PAINT (NOT THERMOPLASTIC). CONTRACTOR SHALL

ASSUME A MINIMUM OF TWO STOPBARS AND TWO CROSSWALKS AT EACH INTERSECTION.

EROSION AND SEDIMENTATION CONTROL NOTES

1. CONTRACTOR SHALL PROTECT ALL EXISTING STORM INLETS/CATCH BASINS ALONG THE ROAD(S) WITHIN THE PROJECT AREA

WITH INLET PROTECTION THROUGHOUT CONSTRUCTION.

2. CONTRACTOR SHALL INSTALL SINGLE-ROW SILT FENCE ALONG THE DOWNSTREAM EDGE OF ALL DISTURBED PERVIOUS AREAS

WHERE SHEET FLOW OCCURS.

3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND OPERATIONS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

TRAFFIC CONTROL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, INCLUDING DEVICES, MATERIALS, PERSONNEL, PROCEDURES, OPERATIONS, AND COORDINATION. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION AS WELL AS ALL LOCAL & GDOT REQUIREMENTS.

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3. CONTRACT DOCUMENTS

SECTION 00100

ADVERTISEMENT FOR BIDS

1. Sealed Bids: Sealed bids for construction of the project entitled FY2024 CDBG Water and Sewer Improvements will be received until 2:00 PM, April 16, 2026 at the City Manager’s Office, 106 East Lee Street, Thomaston, Georgia 30286, at which time and place they will be publicly opened and read. No bid may be withdrawn after the closing time for the receipt of bids for a period of sixty (60) days.

2. Work To Be Done: The Work to be completed for the FY2024 CDBG Water and Sewer Improvements is described briefly as follows:

In general, construction shall consist of installation of:

Water System Improvements: This work will see the installation of 1,935 LF of 6” C900 PVC Water Main, 54 meters, new service lines by open cut and trenchless applications, new hydrants, gate valves and additional fittings, testing, and appurtenances required to complete the work.

Sanitary Sewer System Improvements: This work will include pre & post CCTV camera inspection for the system, the installation of 3,600 LF of 8” gravity main through open cut and trenchless applications, the abandonment of existing gravity mains, the installation of 58 new cleanouts, and all other equipment, labor, materials, and testing to complete the work as required in the plans and specifications.

Road & Alley Improvements: This work will include variable depth milling and replacement of asphalt in the roads and allies, removing and replacing alley driveway aprons, raising and lower valves/manholes/etc., and installing new signage and striping.

General Items: Mobilization & Demobilization, Traffic Control, Erosion Control, Pressure Testing, and Stump

Removal.

3. Plans, Specifications and Contract Documents: Complete digital specifications and contract documents are available at www.QuestCDN.com. You may view the digital documents for free by entering the Quest project number 10110928 on the website’s project search page. The fee to download the digital documents is $200 (non-refundable) payable through the website. A bidder’s proposal will not be considered by the Owner unless the Bidder is on record with Quest/ESG Engineering, Inc. as having purchased and received complete Bidding Documents.

Please contact QuestCDN customer support at 952-233-1632 or info@questcdn.com for assistance in membership registration, downloading and working with digital project information. Copies of Bidding Documents may be obtained from ESG Engineering- contact Renee Keith at z-rkeith@inframark.com to procure Bidding Documents and to be added to the Bidder’s List (required to bid on project). Hard copies will be provided upon non-reimbursable payment of $200.

4. Contractor License: Any Contractor submitting a bid must be licensed by the State of Georgia. See Instructions to

Bidders for additional bidding requirements.

5. Bonds: Bids shall be accompanied by a bid bond or certified cashier’s check in an amount not less than 5% 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 (5) 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.

6. Funding: This project is funded by Community Development Block Grant funds through the Department of

Community Affairs requiring compliance with applicable state and federal bid laws.

This is a Section 3 Covered Project under the HUD Act of 1968 and Section 3 Residents and Business Concerns are encouraged to apply.

The City is committed to providing all persons with equal access to its services, programs, activities, education, and employment regardless of race, color, national origin, religion, sex, familial status, disability or age.

7. Reservation of Rights: 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 that it would not be in the best interest of the Project to make an award to that 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.

8. CDBG Section 3 Requirements: This is a Section 3 Covered Project under the HUD Act of 1968 and Section 3

Residents and Business Concerns are encouraged to apply.

The City is committed to providing all persons with equal access to its services, programs, activities, education, and employment regardless of race, color, national origin, religion, sex, familial status, disability or age.

This agreement is for services related to a project that is subject to the Build America, Buy America Act (BABAA) requirements under Title IX of the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. 177-58. Absent an approved waiver, all iron, steel, manufactured products, and construction materials used in this project must be produced in the United States, as further outlined by the Office of Management and Budget’s Memorandum M-

22-11, Initial Implementation Guidance on Application of Buy America Preference in Federal Financial Assistance

Programs for Infrastructure, April 18,2022.

City of Thomaston

Represented By: Russell Thompson

City Manager

SECTION 00410

BID FORM

PROJECT IDENTIFICATION:

FY2024 CDBG Water and Sewer Improvements

CONTRACT IDENTIFICATION AND NUMBER:

T3000.139

THIS BID IS SUBMITTED TO:

City of Thomaston

106 East Lee St.

Thomaston, GA 30286

THIS BID IS SUBMITTED FROM:

Bidder: ____________________________________

Address:___________________________________

Phone: ____________________________________

State of Georgia Utility Contractor's License No.: __________________________

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 Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. CDBG Section Requirements: Bidder is familiar with all laws and regulations that may affect cost, progress, and performance of the work, including BABAA requirements.

3. 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 60 days after the day of Bid opening. Bidder will sign and submit the Agreement with the Bonds and other documents required by the Bidding

Requirements within fifteen days after the date of Owner's Notice of Award.

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

(a) Bidder has examined copies of all the Bidding Documents and of the following

Addenda (receipt of all which is hereby acknowledged):

Date Addendum Number

(b) Bidder has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work.

(c) Bidder has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions, and accepts the determination set forth in paragraph 4.2.1 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which Bidder is entitled to rely.

(d) Bidder has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies (in addition to or to supplement those referred to in (c) above) which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance or furnishing of the Work as Bidder considers necessary for the performance or furnishing of the

Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph

4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Bidder for such purposes.

(e) Bidder has reviewed and checked all information and data shown or indicated on the

Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports or similar information or data in respect of said Underground Facilities are or will be required by Bidder in order to perform and furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.3 of the General Conditions.

(f) Bidder has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the

Contract Documents.

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

(g) 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 an agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other 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.

(h) Bidder agrees to commence work under this Agreement on or before a date to be specified in a written "Notice to Proceed" of the Owner.

(i) Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time.

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

BID FORM BEGINS ON PAGE 4

(a) BASE BID: FY2022 CDBG Water and Sewer Improvements

The Contractor is directed to Section 01025 “Measurement and Payment” for the methods and limits for payments to the Contractor for the pay items listed below:

BASE BID

ITEM

QTY. UNIT DESCRIPTION

UNIT TOTAL

NO. PRICE PRICE

SECTION 100: WATER SYSTEM IMPROVEMENTS

101 1935 LF 6" C-900 PVC Water Main

102 6 EA 6"x 6" Tapping Sleeve & Valve

103 27 EA 6" C-153 Compact Ductile Iron Tee Fittings

104 1 LS Water Lines Abandon in Place

105 710 LF 1-Inch DR 9 HDPE Water Service Line

106 3100 LF 3/4-Inch DR 9 HDPE Water Service Line

107 44 EA Water Meter Installation (Open Cut)

108 10 EA

Water Meter Installation (Air Compressor Mole

Installation)

109 54 EA Meter Box Frames & Covers

111 5 EA 3-Way Fire Hydrant Assembly

112 1 EA 2" Gate Valve w/ Riser Box and Lid

113 7 EA 6" Gate Valve w/ Riser Box and Lid

114 2 EA 6" RJ Blind Flange and Gasket

115 1 LS THRUST BLOCKS

SECTION 100 SUBTOTAL:

SECTION 200: SEWER SYSTEM IMPROVEMENTS

201 3130 LF Pre-construction Sewer Video 8"

202 3130 LF Pre-Construction Sewer Cleaning 8"

203 3588 LF Post-Construction Sewer Video 8"

204 3588 LF Post-Construction Sewer Video 8"

205 1 LS Bypass Pumping

206 1130 SF

Manhole Rehabilitation (1" min. Cementitious Lining –

90 VF)

207 3130 LF 8" Cured-In-Place Pipe Rehabilitation (CIPP)

208 460 LF 8" DI Gravity Sewer Main (Open Cut)

209 1038 LF 8" Gravity Main Abandonment (Flowable Fill)

210 50 EA 4" Sewer Cleanout Installation - Existing Service Line

211 9 EA 4" Sewer Cleanout Installation - New Gravity Main

212 700 LF 4" SDR 26 Pipe - Service Line

213 14 VF Abandon Existing Manhole

214 60.11 VF 4' Precast Sanitary Sewer MH

215 13.48 VF 4' Doghouse Precast Sanitary Sewer MH

216 2 EA 8" SS Connections to MH - Core & Grout

217 6 EA Manhole Ring & Cover

218 8 LF SSMH 2.2 Outside Drop (8” SDR 26)

SECTION 200 SUBTOTAL:

SECTION 300: ROAD REPAIRS

301 10,819 SY Variable Depth Milling of Asphalt Pavement

302 900 TN Standard Duty Asphalt

303 557 LF Saw Cut Straight Edge

304 44 SY Standard Duty Concrete (4" Thickness)

305 105 SY Heavy Duty Concrete (8" Thickness)

306 5 EA Adjust Storm Drain Ring/Cover To Grade in Asphalt

307 7 EA Adjust Existing Water Valve Riser/Lid to Grade in Asphalt

308 6 EA Adjust Existing Manhole Ring/Cover to Grade in Asphalt

309 2346 LF 5" Solid Traffic Stripe - Yellow

310 10 EA 24" Stop Bar - White

311 10 EA Stop Sign & Post - MUTCD R1-1

SECTION 300 SUBTOTAL:

SECTION 400: GENERAL ITEMS

401 1 LS Mobilization/Demobilization

402 1 LS Traffic Control

403 1 LS Erosion Control

404 1 LS Pressure Testing Services-Water

405 1 LS Pressure Testing Services-SS

406 6 EA Tree Stump Removal

407 100 CY Rock Removal

408 1 LS Supplemental Work Allowance

50,000.00

50,000.00

SECTION 400 SUBTOTAL:

SECTION 100 - 400 BASE BID TOTAL

ADD ALTERNATE BID ITEMS: Not included in Based Bid

SECTION 500: ALTERNATES

501 100 CY Rock Premium

502 500 LF SS Pipe Burst 8" RCP to 8" DR 26 HDPE Pipe

503 500 LF SS Pipe Burst 8" VCP to 8" DR 26 HDPE Pipe

504 10 EA 8" SS Point Repairs

505 5 EA B Street Driveway Aprons

506 4 EA E Street Driveway Aprons

507 4 EA F Street Driveway Aprons

SECTION 500 SUBTOTAL:

Bidder agrees to furnish all labor, materials, and equipment necessary to construct the FY2024 CDBG

Water and Sewer Improvements for the City of Thomaston for the sum of

Dollars

6. Bidder agrees that the Work will be substantially complete and ready for final payment in accordance with paragraph 14.07.B of the General Conditions within 180 calendar days after the date when the

Contract Times commence to run.

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

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

a. Required Bid Security in the form of 5% of the Bid Total Price.

9. The undersigned further agrees that in case of failure on his part to execute the said contract and the

Bond within fifteen (15) 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.

10. Communications concerning this Bid shall be addressed to:

ESG Engineering, Inc

6400 Peake Rd

Macon, GA 31210

Attn: Renee Keith z-rkeith@inframark.com

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

SUBMITTED on ___________________________________________, 20___.

BIDDER: ___________________________________________________

BY: ___________________________________

TITLE: ___________________________________

STATE CONTRACTOR

LICENSE NO. ___________________________________

ADDRESS: ___________________________________

PHONE: ___________________________________

Seal: (if bid by a Corporation)

END OF SECTION

4. TECHNICAL SPECIFICATIONS

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.01 SCOPE OF WORK

A. This Section describes the methods by which measurement will be made of the quantities for which payment will be made for the Project.

B. The Bid lists each item of the Project for which payment will be made. No payment will be made for any items other than those listed in the Bid.

C. Required items of work and incidentals necessary for the satisfactory completion of the work which are not specifically listed in the Bid, and which are not specified in this Section to be measured or to be included in one of the items listed in the Bid, shall be considered as incidental to the work and whose cost shall be included in the item of the bidder’s choice. All costs thereof, including Contractor's overhead costs and profit, shall be considered as included in the lump sum or unit prices bid for the various Bid items. The Contractor shall prepare the Bid accordingly.

D. Work includes furnishing all labor, equipment, tools and materials, which are not furnished by the

Owner and performing all operations required to complete the work satisfactorily, in place, as specified and as indicated on the Drawings.

1.02 MEASUREMENT OF WORK

A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern.

B. Work shall be measured by the Engineer or his representative with assistance from the Contractor prior to preparation of a payment request by the Contractor.

C. Unit quantities that are measured in place shall be measured as they are placed. The Contractor shall give the Engineer a minimum of two days’ notice for making all required measurements.

D. Materials that must be measured as delivered shall be measured at the time of delivery by the

Engineer or his representative; the Contractor shall provide sufficient advance notice so that such measurements can be made.

E. Work necessary for a complete and operational job, such as relocation of mail boxes or fences, removal of trees, relocation of utilities, graveling / maintaining driveways and driving lanes, field engineering, clearing and grubbing, traffic control, etc., not specifically identified as a pay item shall be included in the unit price bid of the bidder’s choosing. No additional payments will be made for such activities.

1.03 ESTIMATED QUANTITIES

All estimated quantities for unit price items, stipulated in the BID FORM, or other Contract Documents, are approximate and are to be used as a basis for comparing the bids submitted for the Project. 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. The

Contractor agrees to make no claim for damages, anticipated profits or otherwise on account of any difference between the amounts of work actually furnished and the estimated amounts included in the BID FORM. The

Contractor will not be paid for any work which exceeds the quantity set forth in the BID FORM without a change order issued before the work is performed unless specifically ordered in writing by the Engineer. The Contractor will provide assistance to the Engineer to check quantities and elevations when so requested.

1.04 MEASUREMENT OF QUANTITIES

A. Measurement by Weight – Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

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

C. Measurement by Area – Measured by square dimension using mean length and width or radius.

D. Linear Measurement – Measured by linear dimension, at the item centerline or mean chord.

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

1.05 PROGRESS PAYMENTS

A. Progress payments shall be based on percentage of work complete for lump sum pay items and units installed for unit price pay items.

B. All items of Work not specifically listed in the Bid Schedule shall be considered incidental to the construction, and the cost of all such work and material shall be included in the item of the

Contractors choice.

C. All items listed for measurement and payment shall include all materials, labor, and equipment necessary to successfully and satisfactorily complete Work specified.

D. Payment – The Contractor will receive payment only for the items listed in the Bid Schedule of his contract, and no separate payments will be made for the work under any section of the Contract

Documents except as provided for in the Bid Form. Where measurements are required to be made by the Engineer, for the payment of a pay item, the failure of the Contractor to give the adequate notification or failure of the Contractor to give the engineer assistance for the measurement shall result in the forfeiture of payment for the work or item which was not measured.

1.06 SUPPLEMENTAL WORK ALLOWANCE

A. Supplemental Work Allowances (SWA’s) shall be utilized to incorporate cost changes for any additional authorized work into the scope of work up to the amount budgeted in the BID FORM.

Contract change orders shall be enforced for contract changes over and above the amount budgeted as SWA. SWA’s shall authorize the Contractor to perform additions to work, but the

Contractor shall perform no work until written authorization has been delivered to the Contractor by the Engineer or Owner. Contractor should not expect that any SWA’s will be issued; SWA’s shall be issued at the discretion of the Owner only.

The value of any work covered by a SWA shall be determined in one of the following ways:

1. Where the work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the item involved (subject to the provisions of

General Conditions, Article 11, paragraph 11.3 inclusive).

2. By mutual acceptance of a lump sum by Contractor and the Owner.

3. On the basis of the cost of the work plus a Contractor’s Fee for overhead and profit. This basis shall be as established for Change Orders in General Conditions.

PART 2 – PRODUCTS

2.01 STORED MATERIALS

A. Partial payment shall be made for approved materials stored at the project site, provided invoices for said materials are furnished in accordance with payment request submittal and shop drawings for said materials have been approved.

PART 3 – EXECUTION

SECTION 100

3.01 6” C-900 PVC WATER MAIN

A. Measurement: Measurement for 6” C-900 PVC Water Main shall be on a per linear foot basis.

B. Payment: Payment for 6” C-900 PVC Water Main shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the pipe, as well as all labor, materials, and equipment required to properly install the proposed water lines in accordance with the plans and specifications. This price shall include any site conflicts (retaining walls, fences, landscaping, sidewalks, driveways, etc.) being brought back to pre-construction conditions upon completion.

3.02 6”x 6” TAPPING SLEEVE & VALVE

A. Measurement: Measurement for 6”x 6” Tapping Sleeve & Valve shall be based on a per unit

(each) basis.

B. Payment: Payment 6”x 6” Tapping Sleeve & Valve shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the tapping sleeve and valve, and all labor, materials, and equipment required to properly install the 6”x 6” Tapping Sleeve & Valve in accordance with the plans and specifications. Tapping sleeves are to be installed on existing water mains.

3.03 6” C-153 COMPACT DUCTILE IRON TEE FITTINGS

A. Measurement: Measurement for 6” C-153 Compact Ductile Iron Tee Fittings shall be on a per unit basis.

B. Payment: Payment for 6” C-153 Ductile Iron Tee Fittings shall be on the basis of the unit price provided in the BID FORM and shall include all labor, materials, and equipment required to properly install the proposed tee fittings. Tee fittings are to be installed on new water mains.

3.04 WATER MAIN ABANDON IN PLACE & CAP (VARIOUS SIZES)

A. Measurement: Measurement for Water Main Abandon in Place & Cap (various sizes) shall be based on the linear footage of lines to be abandoned and capped.

B. Payment: Payment for Water Main Abandon in Place & Cap (various sizes) shall be on the basis of the unit price provided in the BID FORM and shall include the cost of cutting the road (where applicable), digging down to pipeline, severing the connection, capping both ends of the abandoned line, compacting fill material (GAB) in hole in 6” lifts back to grade. It also includes all labor, materials, and equipment required to abandon in place existing water lines as shown on the construction plans.

3.05 1-INCH DR 9 HDPE WATER SERVICE LINE REPLACEMENT

A. Measurement: Measurement for 1-Inch DR 9 HDPE Water Service Line Replacement shall be on a per linear foot basis.

B. Payment: Payment for 1-Inch DR 9 HDPE Water Service Line Replacement shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the service line FROM THE WATER

MAIN TO THE METER, all labor, materials, fittings and equipment required for installation. Contractor must also include in their pricing the removal of the existing water service line, as well as, a 6” to 1”

Double Strap Saddle for tapping the new water main.

3.06 ¾-INCH DR 9 HDPE WATER SERVICE LINE REPLACEMENT

A. Measurement: Measurement for ¾-Inch DR 9 HDPE Water Service Line Replacement shall be a per

B. Payment: Payment for ¾-Inch DR 9 HDPE Water Service Line Replacement shall be on the basis of the unit price provided in the BID FORM and shall include the cost installing the service line FROM THE

BACKFLOW TO THE EXSISTING CONNECTION POINT AT THE HOUSE, and all labor, materials, fittings, and equipment required for installation. Contractor must also include in their pricing the removal of the existing water service line. The Contractor shall also include in their bid price incidentals necessary to remove, protect, temporarily relocate, and/or adjust any above-ground or below-ground obstructions required to install the new service line to the existing connection at the residence.

Obstructions may include, but are not limited to, sidewalks, driveways, fencing, landscaping/plant material, irrigation components, drain lines, doghouses, turf, retaining walls, etc. All disturbed or temporarily adjusted items shall be restored to their original condition and alignment, equal to or better than their pre-construction condition, at no additional cost to the Owner.

3.07 WATER METER INSTALLATION-OPEN CUT

A. Measurement: Measurement for Water Meter Installation-Open Cut shall be on a per unit (each) basis.

B. Payment: Payment for Water Meter Installation-Open Cut shall be on the basis of the unit price provided in the BID FORM and shall include the cost of a ¾” T-10 Neptune Meter, LINK Water Wireless

Water Endpoint (WEP), ¾” curb stop, ¾” backflow preventer and a 1” to ¾” reducing coupling/bushing.

Contractor must also include in their pricing the connection of the new service line to the new meter, and then the remaining service line to the old meter location, as well as, all other labor, materials, fittings and equipment required for proper installation. The Contractor shall also include in their bid price incidentals necessary to remove, protect, temporarily relocate, and/or adjust any above-ground or below-ground obstructions required to install the new service line to the existing connection at the residence. Obstructions may include, but are not limited to, sidewalks, driveways, fencing, landscaping/plant material, irrigation components, drain lines, doghouses, turf, retaining walls, etc. All disturbed or temporarily adjusted items shall be restored to their original condition and alignment, equal to or better than their pre-construction condition, at no additional cost to the Owner.

3.08 WATER METER INSTALLATION-AIR COMPRESSOR MOLE

A. Measurement: Measurement for Water Meter Installation-Air Compressor Mole shall be on a per unit (each) basis.

B. Payment: Payment for Water Meter Installation-Air Compressor Mole shall be on the basis of the unit price provided in the BID FORM and shall include the cost of a 3/4-Inch T-10 Neptune Meter, LINK Water Wireless Water Endpoint, ¾-Inch curb stop, ¾-inch backflow preventer and a 1-Inch to

¾-Inch reducing coupling/bushing. Contractor must also include in their pricing the connection of the new service line to the new meter, a bore pit and receiving pit for the mole, and the remaining service line to the old meter location, as well as, all other labor, materials, fittings, and equipment for proper installation. The Contractor shall also include in their bid price incidentals necessary to remove, protect, temporarily relocate, and/or adjust any above-ground or below-ground obstructions required to install the new service line to the existing connection at the residence.

Obstructions may include, but are not limited to, sidewalks, driveways, fencing, landscaping/plant material, irrigation components, drain lines, doghouses, turf, retaining walls, etc. All disturbed or temporarily adjusted items shall be restored to their original condition and alignment, equal to or better than their pre-construction condition, at no additional cost to the Owner.

3.09 METER BOX & COVER

A. Measurement: Measurement for Meter Box & Cover shall be based on a per unit (each) basis.

B. Payment: Payment for Meter Box & Cover shall be on the basis of the unit price provided in the BID

FORM and shall include the installation of one cast-iron meter box and cover that meets the ASTM

A48, Class 30B standard. Dimensions of the meter box must meet the minimums per Detail Sheet C6.2

” to contain the meter, backflow, and corporation stop on the inside of the box. The Contractor must also include in their pricing all labor, materials, and equipment to set boxes on grade for proper installation.

3.10 3-WAY FIRE HYDRANT ASSEMBLY

A. Measurement: Measurement for 3-Way Fire Hydrant Assembly shall be based on a per each basis.

B. Payment: Payment for 3-Way Fire Hydrant Assembly shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the hydrant, 6” ductile iron pipe lead, 6” hydrant swivel

C110 90° bend, 6” flanged gate valve with operating nut, riser and cover for valve, bedding material, restraints/blocking, fittings, and all labor, materials, and equipment required to properly install the 3-

Way Fire Hydrant Assembly in accordance with the plans and specifications. A tapping sleeve or compact ductile iron tee fitting to connect to the water main are not to be included in this pay item.

Tapping Sleeves and Compact Ductile Tee fittings fall under separate line items in the Bid Form &

Measurement/Payment documents. Note – this line item does include a 6” gate/isolation valve.

3.11 2” GATE VALVE WITH RISER BOX & LID

A. Measurement: Measurement for 2” Gate Valve with Riser Box & Lid shall be based on a per unit (each) basis.

B. Payment: Payment for 2” Gate Valve with Riser Box & Lid shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the 2” flanged gate valve w/ operating nut, fittings, riser box, and lid. The Contractor must also include the cost of all labor, materials, and equipment required to properly install the valve, riser box, and lid to finished grade.

3.12 6” GATE VALVE W/ BOX

A. Measurement: Measurement for 6” Gate Valve w/ Box shall be based on a per unit (each) basis.

B. Payment: Payment for 6” Gate Valve w/ Box shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the 6” MJ flanged valve w/ operating nut and RJ fittings, riser box and lid, and blocking. The contractor must also include all labor, materials, and equipment required to install the gate valves as shown in the plans and specifications at finished grade. This item refers to the gate valves not associated with the 3-Way Fire Hydrant

Assembly.

3.13 6” BLIND FLANGE W/ RJ FITTINGS & GASKET

A. Measurement: Measurement for 6” Blind Flange with RJ Fittings & Gasket shall be based on a per unit (each) basis.

B. Payment: Payment for a 6” Blind Flange with RJ Fittings & Gasket shall be on the unit price provided in the BID FORM and shall include the cost of all 6” Blind Flange with RJ fittings installed, 5’ of ductile iron lead pipe to the bling flange, thrust block. The contractor shall also include in their pricing all labor, materials, and equipment required to install as shown in the plans and specifications.

3.14 THRUST BLOCKS

A. Measurement: Measurement for Thrust Blocks shall be based on a lump sum amount for all thrust blocks required in the project.

B. Payment: Payment for Thrust Blocks shall be on the basis of the lump sum price provided in the BID FORM and shall include the cost to appropriately install all thrust blocks to the right size and form based on details found in the plan set. All necessary forms, tools, equipment, and concrete are to be included in the pricing for this bid item.

SECTION 200

3.15 PRE-CONSTRUCTION SEWER VIDEO 8”

A. Measurement: Measurement for Pre-Construction Sewer Video shall be on a per linear foot

B. Payment: Payment for Pre-Construction Sewer Video shall be on the basis of the unit price provided in the BID FORM and shall include the cost of videoing and preparing the sewer services location map, two data files provided to the Engineer, and all labor, materials, and equipment required to perform the work in accordance with the Plans and Specifications.

3.16 PRE-CONSTRUCTION SEWER CLEANING 8”

A. Measurement: Measurement for Pre-Construction Sewer Cleaning shall be on a per linear foot basis.

B. Payment: Payment for Pre-Construction Sewer Cleaning 8” shall be on the basis of the unit price provided in the BID FORM and shall include all labor, materials, and equipment required to perform the work in accordance with the Plans and Specifications. Dispose of any debris pulled back by jetting the line in an appropriate method.

3.17 POST-CONSTRUCTION SEWER VIDEO 8”

A. Measurement: Measurement for Post-Construction Sewer Cleaning 8” shall be on a per linear foot

B. Payment: Payment for Post-Construction Sewer Video 8” shall be on the basis of the unit price provided in the BID FORM and shall include the cost of videoing and preparing the as-built sewer services location map, two data files provided to the Engineer, and all labor, materials, and equipment required to perform the work in accordance with the Plans and Specifications.

3.18 POST-CONSTRUCTION SEWER CLEANING 8”

A. Measurement: Measurement for Post-Construction Sewer Cleaning shall be on a per linear foot basis.

B. Payment: Payment for Post-Construction Sewer Cleaning 8” shall be on the basis of the unit price provided in the BID FORM and shall include all labor, materials, and equipment required to perform the work in accordance with the Plans and Specifications.

3.19 BYPASS PUMPING

A. Measurement: Measurement for Bypass Pumping shall be on a lump sum basis.

B. Payment: Payment for Bypass Pumping shall be on the basis of the price provided in the BID FORM and shall include all labor, materials, and equipment required to successfully provide uninterrupted service and offset sanitary sewer spills while under construction for every line under construction (for CIPP or

Scheduled Replacements). Installing upstream & downstream plugs, set pump with suction and discharge hoses (bypass) and monitor flows during installation of CIPP. All services shall be reestablished each day on the segment of existing gravity sewer receiving CIPP technology.

3.20 MANHOLE REHABILTIATION

A. Measurement: Measurement for Manhole Rehabilitation shall be on a square foot basis.

B. Payment: Payment for Structural Rehabilitation of Existing Sanitary Sewer Manhole shall be on the basis of the unit price provided in the BID FORM and shall include, but not limited to high-pressure cleaning, removal of loose or unsound material, active leak stoppage by chemical grout or fast-set mortar, coating application by centrifugal spray method, bench and invert reconstruction, as well as, all other…