CONTRACT ADDENDUM THREE

ATKINSREALIS Project No. 100073309

ADDENDUM NO: Three (3)

OWNER'S NAME: City of Marietta / Board of Lights and Water PROJECT NAME: Upper ER Sanitary Sewer Improvements – Phase Two REVISED BID DATE: Friday, January 23, 2026 at 10:00 AM, local time DATE ISSUED: Tuesday, January 20, 2026

GENERAL:

1. The bid opening date and time is revised to: Friday, January 23, 2026 at 10:00 AM, local time.

SPECIFICATIONS:

2. Section 00005 – TABLE OF CONTENTS

a. Delete Table of Contents (Addendum 2)

b. Replace with a new Section 00005 – Table of Contents (Addendum 3)

3. Section 00300 – BID FORM is modified to correct the indicated units for several bid items to match the corresponding Measurement and Payment sections and to correct typographical/formatting errors.

a. Reference to NPDES Permit Compliance has been deleted from Bid Item No. 5 (Temporary Erosion, Sedimentation, and Pollution Controls).

b. All NPDES Permit compliance (including inspections, monitoring, and sampling) is to be included in Bid Item No. 6 (NPDES Permitting and Compliance).

c. Bid Item No. 14 (remove & replace concrete sidewalk) shall be in units of square yards, per Section 01150.13 (Measurement and Payment). The quantity indicated on the Bid Form is correct.

d. Bid Item No. 18 (Permanent Grassing – Seeding) shall be in units of square yards. The quantity indicated on the Bid Form is correct.

e. Bid Item No. 19 (Permanent Grassing – Sodding) shall be in units of square yards. The quantity indicated on the Bid Form is correct.

f. Allowance Item Numbers have been corrected.

g. Delete Section 00300 – Bid Form (Addendum 2)

h. Replace with a new Section 00300 – Bid Form (Addendum 3)

4. Section 00301: CONTRACTOR’S QUALIFICATIONS STATEMENT AND

QUESTIONNAIRE

a. Add Section 00301 – Contractor’s Qualifications Statement and Questionnaire.

b. Submit Section 00301 as part of the bid submittal package (required).

5. Section 01150: MEASUREMENT AND PAYMENT is modified for clarification of various items/sections, including the following:

a. Site Restoration (clarified/amended measurement, payment & exclusions).

b. Rock Removal is changed to incorporate a clarification made in a previous addendum.

c. Asphalt Pavement Repair is changed to incorporate a clarification made in a previous addendum.

d. Permanent Grassing – Seeding is changed to square yards to correctly reflect the intended quantity on the Bid Form.

e. Permanent Grassing – Sodding is changed to square yards to correctly reflect the intended quantity on the Bid Form.

f. Additional Manhole Vertical Feet (clarified reference to Precast Manholes).

g. Manhole Drop (corrected duplicate outside drop reference).

h. Field Core-In Connection (clarified all diameters and materials included).

i. Sanitary Utility Sewer Piping (several clarifications/corrections).

j. Disconnect/Reconnect & Re-establish SS Service (clarified reference to the differing pay items on the Bid Form).

k. Sewer Main Point Repair (20-LF limit per point repair).

l. Polyethylene Encasement (clarified double-wrap requirement).

m. Numbering of the sections/articles has been corrected.

n. Delete Section 01150 – Measurement And Payment.

o. Replace with a new Section 01150 – Measurement And Payment (Addendum 3).

CONTRACTOR ACTION:

6. Acknowledge receipt of this addendum by writing in Addendum No. 3 on page 00300-1 of bid form. Failure to do so may subject the Bidder to disqualification.

Approved by:

Joshua Becker

Joshua Becker, PE AtkinsRéalis USA

TOC-1

SECTION 00005 – ADDENDUM 3

TABLE OF CONTENTS

SECTION DESCRIPTION

DIVISION 0 – CONTRACT DOCUMENTS

00005………………………. TABLE OF CONTENTS

00100………………………. ADVERTISEMENT FOR BIDS

00101......................................INFORMATION FOR BIDDERS

00200......................................BID BOND

00300......................................BID FORM

00301......................................CONTRACTOR’S QUALIFICATION STATEMENT

AND QUESTIONNAIRE

00310......................................PERFORMANCE BOND

00350......................................LABOR AND MATERIAL PAYMENT BOND

00360......................................GA SECURITY/IMMIGRATION AFFIDAVITS

00400......................................CONTRACT

00500......................................CERTIFICATION OF OWNER’S ATTORNEY

00600......................................GENERAL CONDITIONS

00820......................................SUPPLEMENTAL GENERAL CONDITIONS

DIVISION 1 – GENERAL REQUIREMENTS

01010......................................SUMMARY OF WORK

01011......................................DEFINITIONS

01012......................................MOBILIZATION AND DEMOBILIZATION

01015......................................PROSECUTION AND PROGRESS

01028......................................CHANGE ORDER PROCEDURES

01050......................................FIELD ENGINEERING

01060......................................REGULATORY REQUIREMENTS

01150......................................MEASUREMENT AND PAYMENT

01152......................................APPLICATIONS FOR PAYMENT

01300......................................SUBMITTALS

01340......................................SHOP AND ERECTION DRAWINGS, PRODUCT

DATA AND SAMPLES

01410......................................TEST REQUIREMENTS

01450......................................QUALITY CONTROL

01455......................................LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

01570......................................TRAFFIC REGULATIONS

01600......................................MATERIALS AND EQUIPMENT

01700......................................CONTRACT CLOSEOUT

01720......................................PROJECT RECORD DOCUMENTS

01740......................................WARRANTIES

TOC-2

DIVISION 2 – SITE WORK

02110......................................SITE PREPARATION

02200......................................EARTHWORK

02210......................................SOIL EROSION AND SEDIMENT CONTROL

02400......................................CONSTRUCTION DEWATERING

02433......................................STORM DRAINAGE PIPE

02444......................................FENCING AND GATES

02486......................................GRASSING AND MULCHING

02513......................................ASPHALTIC CONCRETE PAVING

02515......................................PROTECTION OF EXISTING SITE

02600......................................WASTEWATER FLOW CONTROL

02604......................................MANHOLE REHABILITATION

02605......................................PRECAST CONCRETE MANHOLES AND

STRUCTURES

02606......................................SANITARY SEWER CONSTRUCTION

02720......................................PIPEBURSTING SEWER REPLACEMENT

02730......................................SANITARY SEWER SYSTEM CLEANING AND

INSPECTION

02737......................................SANITARY SEWER SERVICE LATERAL

RECONNECTION AND REPAIR

02742......................................TESTING FOR ACCEPTANCE OF SANITARY SEWER

03007......................................LIMITED CAST-IN-PLACE CONCRETE, GROUTING, AND FLOWABLE FILL (CLSM)

00300-1

SECTION 00300

BID FORM – ADDENDUM 3

Place Marietta, GA

Date

Bid of (Hereinafter called "Bidder"), a Contractor organized and existing under the laws of the State of ,

* an individual, a corporation, or a partnership doing business as

TO: THE CITY OF MARIETTA / BOARD OF LIGHTS AND WATER

(Hereinafter called "Owner")

Gentlemen:

The Bidder, in compliance with your invitation for bids for the construction of CITY OF

MARIETTA/BOARD OF LIGHTS AND WATER, UPPER ER SANITARY SEWER

IMPROVEMENTS - PHASE 2, having examined the plans and specifications with related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project, including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the contract documents, within the time set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in performing the work required under this contract, of which this proposal is a part.

Bidder hereby agrees to commence work under this contract on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within three-hundred and thirty (330) consecutive calendar days thereafter as stipulated in the Information to Bidders and in the Contract, also agreeing to meet the time limitation requirements for substantial completion as specified herein. Bidders further agree to pay as liquidated damages the sum of $1,000 for each consecutive calendar day thereafter for each phase that is not completed within the time frame allowed for that phase as hereinafter provided in the General Conditions under "Change of Contract Time for Completion and Liquidated Damages."

Bidder acknowledges receipt of the following addenda:

*Strike out inapplicable terms

Item No. Description Unit Quantity Unit Item Total

Mobilization, Insurance, pre-construction surface conditions video, project signage, temporary project area security/safety fencing, Contractor temporary site facilities. Maximum 5% of base bid. LS 1 $____________ $__________________

Remove & replace various types & heights of existing fencing and landscape features, includes all site restoration throughout project not included in other pay items. LS 1 $____________ $__________________

Installation and maintenance of all required traffic control measures including all materials, signage, and flagmen required. Includes any required detour signage and all associated lane/road closure planning, submittals, work & permits throughout the project area. LS 1 $____________ $__________________

Removal of rock encountered during excavation operations, as provided for in the specifications. Excludes rock encountered during boring operations. CY 300 $____________ $__________________

Complete Temporary Erosion, Sedimentation, and Pollution Controls in accordance with plans and Georgia Green Book, including creek crossings, construction exits, silt fence, rip rap, check dams, storm drain outlet protection, inlet sediment traps, temporary mulching and grassing, and all indicated temporary vegetative and structural BMP practices. LS 1 $____________ $__________________

6 NPDES Permitting and Compliance MO 9 $____________ $__________________

7 Additional Silt Fence, Sd1-S LF 1000 $____________ $__________________

8 Additional Stone Check Dam EA 15 $____________ $__________________

9 Additional Straw-bale Check Dam EA 25 $____________ $__________________

10 Additional Construction Entrance/Exit EA 5 $____________ $__________________

11 Rip Rap CY 20 $____________ $__________________

City Asphalt Roadway Pavement Repair (includes trench cap, thermoplastic roadway markings, milling, GAB backfill, and all else per City requirements) SY 6100 $____________ $__________________

13 Asphalt Driveway Repair SY 20 $____________ $__________________

Remove and Replace Concrete Sidewalk. Match existing width.

Includes ADA compliance/improvements, as required. SY 78 $____________ $__________________

15 Remove and Replace Concrete Curb and Gutter LF 270 $____________ $__________________

Remove and Replace Concrete Driveway (Residential/Light Commercial) SY 20 $____________ $__________________

17 Gravel Driveway Restoration (match existing type) SY 56 $____________ $__________________

18 Seeding (Ds3) SY 1800 $____________ $__________________

19 Sodding (Ds4) SY 1800 $____________ $__________________

Permanent Grassing-Seeding

Permanent Grassing-Sodding

Erosion & Sedimentation Controls

Rip Rap

Asphalt Paving

Curbs, Gutters, Sidewalks and Driveways

Granular Surface Paving

Mobilization, Insurance, Site Safety, Temporary Facilities and Controls

Site Restoration

Traffic Control

Rock Excavation, Removal & disposal

Marietta Board of Lights and Water Upper ER Sanitary Sewer Improvements - Phase Two

BID FORM - ADDENDUM 3

00300-2

20 24" Ø Steel Casing, 0.25" WT - Trenchless LF 30 $____________ $__________________

21 24" Ø Steel Casing, 0.25" WT - Open Cut LF 60 $____________ $__________________

48" Ø Standard Precast Manhole (with base extension) 0' to 6.00' deep. Complete, including all material and labor necessary for complete installation. Includes all proposed pipe connections. Includes removal of existing brick or precast MH if applicable. Includes doghouse, stand-alone, and cut-in applications. EA 22 $____________ $__________________

60" Ø Standard Precast Manhole (with base extension) 0' to 6.00' deep. Complete, including all material and labor necessary for complete installation. Includes all proposed pipe connections. Includes removal of existing brick or precast MH if applicable. Includes doghouse, stand-alone, and cut-in applications. EA 3 $____________ $__________________

72" Ø Standard Precast Manhole (with base extension) 0' to 6.00' deep. Complete, including all material and labor necessary for complete installation. Includes all proposed pipe connections. Includes removal of existing brick or precast MH if applicable. Includes doghouse, stand-alone, and cut-in applications. EA 1 $____________ $__________________

25 Additional 48" Ø Diameter Manhole Vertical Feet > 6' deep, all areas. VF 66 $____________ $__________________

26 Additional 60" Ø Diameter Manhole Vertical Feet > 6' deep, all areas. VF 7.5 $____________ $__________________

27 Additional 72" Ø Diameter Manhole Vertical Feet > 6' deep, all areas. VF 3.25 $____________ $__________________

28 Standard Manhole Frame and Cover EA 13 $____________ $__________________

29 Watertight Manhole Frame and Cover EA 13 $____________ $__________________

12" Ø DIP Outside Drop, complete, including all DIP fittings (lined with Protecto 401), concrete, granular backfill, etc. VF 8 $____________ $__________________

8" Ø PVC Inside Drop, complete, including all PVC fittings & SS restraints. VF 20 $____________ $__________________

32 Replace existing frame & cover with new frame & cover EA 5 $____________ $__________________

33 Clean and reline existing sanitary sewer manhole VF 36 $____________ $__________________

34 Rebuild/repair sanitary sewer manhole invert EA 10 $____________ $__________________

Abandon Existing MH; remove castings; fill structure, break-up bottom, removal of req'd components, complete EA 10 $____________ $__________________

Field core-in connection of existing sewer pipe to proposed manhole;

complete; all diameters and materials. EA 35 $____________ $__________________

37 MH Safety Platform EA 1 $____________ $__________________

MH-22A: Salvage & reset ExMH-401117 to establish proposed Ph Two Sewer into service. LS 1 $____________ $__________________

12" Ø HDPE (DR17) sanitary sewer pipe Installed via Pipe-Bursting Operations (includes static or pneumatic; ref: IPBA & PPI Guidance), establish into service, complete. 8" Existing sewer pipe. LF 532 $____________ $__________________

12" Ø HDPE (DR17) sanitary sewer pipe Installed via Pipe-Bursting Operations (includes static or pneumatic; ref: IPBA & PPI Guidance), establish into service, complete. 10" Existing sewer pipe. LF 811 $____________ $__________________

Re-establish/Re-connect existing sanitary sewer services at pipe-bursted segments, complete, including all fittings, labor and materials required. Excludes 6" PVC service line and clean-outs. EA 10 $____________ $__________________

Re-establish/Re-connect existing sanitary sewer services at open-cut sewer segments, complete, including all fittings, labor and materials required. Excludes 6" PVC service line and clean-outs. EA 31 $____________ $__________________

43 6" Ø PVC Sanitary Sewer Service Line replacement/extensions. LF 1125 $____________ $__________________

Sanitary Utility Sewerage Piping

Steel Casing Pipe

Precast Manholes and Structures

00300-3

44 Sewer Service Cleanout Assembly (traffic-rated), complete. EA 45 $____________ $__________________

45 Sewer Service Cleanout Assembly (non-traffic-rated), complete. EA 5 $____________ $__________________

46 Existing Sewer Main Point Repair EA 10 $____________ $__________________

12" Ø DIP Sanitary Sewer 0' - 6.00' Cut LF 500 $____________ $__________________

12" Ø DIP Sanitary Sewer 6.01' - 8.00' Cut LF 640 $____________ $__________________

12" Ø DIP Sanitary Sewer 8.01' -10.00' Cut LF 296 $____________ $__________________

12" Ø DIP Sanitary Sewer 10.01' -12.00' Cut LF 391 $____________ $__________________

12" Ø DIP Sanitary Sewer 12.01' -14.00' Cut LF 359 $____________ $__________________

12" Ø DIP Sanitary Sewer 14.01' -16.00' Cut LF 163 $____________ $__________________

12" Ø DIP Sanitary Sewer 16.01' -18.00' Cut LF 37 $____________ $__________________

12" Ø DIP Sanitary Sewer 18.01' -20.00' Cut LF 41 $____________ $__________________

12" Ø DIP Sanitary Sewer 20.01' -22.00' Cut LF 23 $____________ $__________________

12" Ø DIP Sanitary Sewer.

Carrier Pipe installed within steel casing. Zero cut. LF 90 $____________ $__________________

57 Cut & Plug - 10" Sewer Pipe, complete. Includes fittings. EA 5 $____________ $__________________

58 Cut & Plug - 12" Sewer Pipe, complete. Includes fittings. EA 8 $____________ $__________________

59 Abandon existing 10" Ø sewer pipe with grout-fill. LF 790 $____________ $__________________

60 Abandon existing 12" Ø sewer pipe with grout-fill. LF 190 $____________ $__________________

61 Double Polywrap encasement of 12" DIP Sewer LF 320 $____________ $__________________

Temporary Sewerage Bypass Pumping to provide continuous sewer service during construction of the project, as required. Includes Full-time monitoring. LS 1 $____________ $__________________

Pre-construction CCTV Operations; complete system; provide USB of video. LS 1 $____________ $__________________

64 Pre-construction cleaning/jetting of existing sewers LS 1 $____________ $__________________

Post-construction CCTV Operations; includes with and without flow;

provide USB of video. LS 1 $____________ $__________________

66 Exploratory Excavation HR 20 $____________ $__________________

Item No. Description Unit Quantity Unit Item Total

ALLOW-1 Replacement of Unsuitable Backfill - Soil CY 500 $35.00 $17,500.00

ALLOW-2

Replacement of Unsuitable Backfill or Bedding stone (GAB or 57 stone, as directed by Engineer) CY 500 $45.00 $22,500.00

Sewer Bypass Pumping

Miscellaneous

Allowances

TOTAL BASE BID

00300-4

ALLOW-3

Landscaping; replacement for damage to properties, fencing, re-grading, landscaping, retaining walls, and other miscellaneous property repair work as directed by Owner/Engineer. Excludes damages due to Contractor negligence. LS 1 $35,000.00 $35,000.00

ALLOW-4 Utility Relocations LS 1 $35,000.00 $35,000.00

ALLOW-5 Owner-Initiated Miscellaneous Work Items LS 1 $75,000.00 $75,000.00

$185,000.00

TOTAL BID IN WORDS

ALLOWANCES TOTAL

TOTAL BID (BASE BID + ALLOWANCES)

00300-5

00300-6

BID FORM (Continued)

Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern. Unit prices shall take precedence over totals.

The above prices shall include all labor, materials, removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for.

Bidder understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the bidding.

The Bidder agrees that this bid shall be good and may not be withdrawn for a period of one hundred twenty (120) calendar days after the scheduled closing time for receiving bids.

The undersigned further agrees that, in case of failure on his part to execute said contract and bond within ten (10) days after the award thereof, the check or bond accompanying his bid and the money payable thereon shall become the property of the Owner; otherwise, the check or bond accompanying this proposal shall be returned to the Bidder.

The Bidder declares that he understands that the quantities shown on the proposal are subject to adjustment by either increase or decrease, and that should the quantities of any of the items of work be increased, the undersigned proposes to do the additional work at the unit prices stated herein; and should the quantities be decreased, he also understands that payment will be made on actual quantities at the unit price bid and will make no claim for anticipated profits for any decrease in the quantities and that actual quantities will be determined upon completion of work, at which time adjustment will be made to the contract amount by direct increase or decrease.

Attached hereto is a bid bond or certified check on the of in the amount of according to conditions under “Information for Bidders" and the provisions therein.

The full name and residence of persons or parties interested in the foregoing bids, as principals, are named as follows:

00300-7

BID FORM

(Continued)

Dated at:

The day of , 2026

Bid Submitted By:

Firm

By:

Signature

By:

Printed Name

Title:

00301 -1

SECTION 00301 – ADDENDUM 3

CONTRACTOR’S QUALIFICATION

STATEMENT AND QUESTIONNAIRE

NAME OF PROJECT: UPPER ER SANITARY SEWER IMPROVEMENTS – PH 2

NAME OF OWNER: CITY OF MARIETTA / BOARD OF LIGHTS AND WATER

NAME OF PROPOSED

CONTRACTOR: ______________________________________________________

Name of Firm

I. INSTRUCTIONS

A. ALL QUESTIONS ARE TO BE ANSWERED IN FULL, WITHOUT

EXCEPTION. IF COPIES OF OTHER DOCUMENTS WILL ANSWER THE

QUESTION COMPLETELY, THEY MAY BE ATTACHED AND CLEARLY

LABELED. IF ADDITIONAL SPACE IS NEEDED, ADDITIONAL PAGES

MAY BE ATTACHED AND CLEARLY LABELED.

B. THE OWNER, THE CITY OF MARIETTA / BOARD OF LIGHTS AND

WATER (HEREINAFTER “OWNER”), ITS AGENTS AND

REPRESENTATIVES, SHALL BE ENTITLED TO CONTACT EACH AND

EVERY REFERENCE LISTED IN RESPONSE TO THIS QUESTIONNAIRE,

AND EACH ENTITY REFERENCED IN ANY RESPONSE TO ANY

QUESTION IN THIS QUESTIONNAIRE. THE CONTRACTOR,

______________________ _ _________, (HEREINAFTER

“CONTRACTOR”), BY COMPLETING THIS QUESTIONNAIRE,

EXPRESSLY AGREES THAT ANY INFORMATION CONCERNING THE

CONTRACTOR IN POSSESSION OF SAID ENTITIES AND REFERENCES

MAY BE MADE AVAILABLE TO THE OWNER.

C. ONLY COMPLETE AND ACCURATE INFORMATION SHALL BE

PROVIDED BY THE CONTRACTOR. THE CONTRACTOR HEREBY

WARRANTS THAT, TO THE BEST OF ITS KNOWLEDGE AND BELIEF,

THE RESPONSES CONTAINED HEREIN ARE TRUE, ACCURATE, AND

COMPLETE. THE CONTRACTOR ALSO ACKNOWLEDGES THAT THE

OWNER IS RELYING ON THE TRUTH AND ACCURACY OF THE

RESPONSES CONTAINED HEREIN. IF IT IS LATER DISCOVERED THAT

ANY MATERIAL INFORMATION GIVEN IN RESPONSE TO A QUESTION

WAS PROVIDED BY THE CONTRACTOR, KNOWING IT WAS FALSE, IT

SHALL CONSTITUTE GROUNDS FOR IMMEDIATE TERMINATION OR

RESCISSION BY THE OWNER OF ANY SUBSEQUENT AGREEMENT

00301 -2

BETWEEN THE OWNER AND THE CONTRACTOR. THE OWNER SHALL

ALSO HAVE AND RETAIN ANY OTHER REMEDIES PROVIDED BY LAW.

D. IF THERE ARE ANY QUESTIONS CONCERNING THE COMPLETION OF

THIS FORM, THE CONTRACTOR IS ENCOURAGED TO CONTACT THE

PROJECT ENGINEER, Joshua Becker, AtkinsRéalis, at joshua.becker@atkinsrealis.com.

E. THE COMPLETED FORM SHALL BE SUBMITTED TO THE OWNER WITH

THE BID SUBMITTAL.

F. THIS FORM, ITS COMPLETION BY THE CONTRACTOR, AND ITS USE

BY THE CONTRACTOR, AND ITS USE BY THE OWNER, SHALL NOT

GIVE RISE TO ANY LIABILITY ON THE PART OF THE OWNER TO THE

CONTRACTOR OR ANY THIRD PARTY OR PERSON.

II. GENERAL BACKGROUND

A. CURRENT NAME AND

ADDRESS OF CONTRACTOR:

B. PREVIOUS NAME OR ADDRESS

OF CONTRACTOR, IF ANY:

C. CURRENT PRESIDENT

OR CHIEF EXECUTIVE

OFFICER: ______________________________________________

Years in that position _______________________

D. NUMBER OF EMPLOYEES:

(Permanent) _____________________________________________

00301 -3

E. NAME AND ADDRESSES OF

CURRENT AFFILIATED

COMPANIES (PARENT,

SUBSIDIARY, DIVISIONS):

III. FINANCIAL STATUS

A. PLEASE ATTACH FINANCIAL STATEMENTS FOR THE PAST THREE

YEARS FOR WHICH THEY ARE COMPLETE. IF SUCH STATEMENTS

ARE NOT AVAILABLE, PLEASE FURNISH THE FOLLOWING

INFORMATION:

1. LAST COMPLETE FISCAL YEAR:

a. Revenues (Gross) __________________

b. Expenditures (Gross) __________________

c. Overhead & Admin. Cost (Gross) __________________

d. Profit (Gross) __________________

2. YEAR PRIOR TO “1" ABOVE:

3. YEAR PRIOR TO “2" ABOVE:

00301 -4

B. BANKRUPTCIES

1. Has the Contractor, or any of its parents or subsidiaries, ever had a Bankruptcy

Petition filed in its name, voluntarily or involuntarily? (If yes, specify date, circumstances, and resolution).

2. Has any Majority Shareholder ever had a Bankruptcy Petition filed in his/her name, voluntarily or involuntarily? (If yes, specify date, circumstances, and resolution).

C. LOANS

1. Is this Contractor currently in default on any loan agreement or financing agreement with any bank, financial institution or other entity? (If yes, specify details, circumstances, and prospects for resolution).

00301 -5

D. BONDING

1. What is the Contractor’s current bonding capacity with a contract surety company?

2. Please identify the Contractor’s surety company and the current line of bonding credit that company has extended to the Contractor.

3. Please give the name, address, and telephone number of your current surety agent or underwriting contact.

4. Have Performance or Payment Bond claims ever been made to a surety for

Contractor on any project, past or present?

5. If the answer to (4) is yes, please describe the claim, the name of the company or person making the claim, and the resolution of the claim.

6. In the past five years, has any surety company refused to bond the

Contractor on any project? (If answer is yes, specify the reasons given for such refusal, and the name and address of the surety company that refused to bond).

00301 -6

7. In the past five years, has any surety company refused to bond the

Contractor’s parent, or subsidiaries, on any project? (If answer is yes, please specify the reasons given for such refusal, and the name and address of the surety company that refused to bond).

E. MERGERS AND ACQUISITIONS

1. State whether or not the Contractor has been the subject of a corporate merger within the preceding three years. If so, please identify all parties to such merger, provide the date of same, and a brief description of the transaction.

2. State whether or not the Contractor has acquired any other companies or entities in the preceding three years. If so, please identify all companies or entities acquired, provide the date of acquisition, and a brief description of the business of the company or entity acquired.

00301 -7

IV. PROPOSED PROJECT PERSONNEL

A. PROPOSED PROJECT MANAGER

1. List the name, qualifications and background of your proposed project manager for this Project. (Include the names and addresses of companies he/she has been affiliated with in the last five years).

2. List at least three projects, by size, type and duration, that the proposed project manager has supervised in the last five years for the Contractor, or for any other company.

B. PROPOSED SUPERINTENDENT

1. List the qualifications and background of your proposed job superintendent (if different than the project manager) and include the names and addresses of any companies he/she has been affiliated with in the last five years.

2. List at least three projects, by size, type, and duration, that the proposed job superintendent has supervised in the last five years for the Contractor, or for any other company.

00301 -8

V. COMPANY EXPERIENCE - SIMILAR PROJECTS

A. List all projects of reasonably similar nature, scope, and duration (similar to the Owner’s Project) performed by your company in the last FIVE years, specifying, where possible, the name and last known address of each owner of such projects. Attach extra sheets as necessary.

B. Of the projects listed in response to Subsection (A), identify any which was the subject of a substantial claim or lawsuit by, or against, the

Contractor. Please identify in your response the nature of such claim or lawsuit, the court in which the case was filed, and the details of its resolution.

VI. LEGAL PROCEEDINGS

A. ARBITRATIONS

List all construction arbitration demands filed by, or against, the

Contractor in the last five years, and identify the nature of the claim, the amount in dispute, the parties, and the ultimate resolution of the proceeding.

00301 -9

B. LAWSUITS

List all construction-related lawsuits (other than labor or personal injury litigation) filed by, or against, the Contractor in the last five years, and identify the nature of the claim, the amount in dispute, the parties, and the ultimate resolution of the lawsuit.

C. OTHER PROCEEDINGS

1. Identify any lawsuits, administrative proceedings, or hearings initiated by the National Labor Relations Board or similar state agency in the past seven years concerning any labor practices of the Contractor. Identify the nature of any proceeding and its ultimate resolution.

2. Identify any lawsuits, administrative proceedings, or hearings initiated by the Occupational Safety and Health Administration concerning the project safety practices of the Contractor in the last seven years. Identify the nature of any proceeding and its ultimate resolution.

3. Identify any lawsuits, administrative proceedings, or hearings initiated by the Internal Revenue Service, or any state revenue department, concerning the tax liability of the Contractor (other than audits) in the last seven years.

Identify the nature of any proceeding and its ultimate resolution.

00301 -10

4. Have any criminal proceedings or investigations been brought against the

Contractor in the last ten years? (If the answer is yes, please attach a complete and detailed report of the facts and circumstances concerning all such proceedings or investigations with your responses to this

Questionnaire)

VII. REFERENCES

(ALL REFERENCES MUST BE CURRENT, I.E., ENTITIES WITH WHOM

YOU HAVE DONE BUSINESS IN THE PRECEDING TWELVE MONTHS.)

A. BANKS

Bank #1

Name:

Address:

City/State:

Contact:

Phone:

Bank #2

00301 -11

B. MAJOR SUBCONTRACTORS

Subcontractor #1

Name: ______________________________

Address: ______________________________

City/State: ______________________________

Contact: ______________________________

Phone: ______________________________

Subcontractor #2

Phone: _______________________________

C. MAJOR SUPPLIERS

Major Supplier #1

00301 -12

Major Supplier #2

D. OWNERS

Project #1

Location:

Contract Price:

Owner:

Arch/Eng:

Contact/Phone:

Project #2

00301 -13

Project #3

Project #4

00301 -14

Project #5

VIII. COMMENTS Please list any additional information that you believe would assist the Owner in evaluating the possibility of using the Contractor on this Project. You may attach such additional information as an Exhibit to this Statement and

Questionnaire.

00301 -15

I certify to the Owner that the information and responses provided on this

Questionnaire are true, accurate and complete. The Owner, or its designated representative, may contact any entity or reference listed in this Questionnaire. Each entity or reference may make any information concerning the Contractor available to the

Owner or its designated representative.

Dated __________________________, 20 .

CONTRACTOR:

By:

Title:

Date:

Sworn to and subscribed before me this ______ day of_________________, 20

Notary Public

My Commission Expires __________________________

01150-1 100073309

SECTION 01150 – ADDENDUM 3

MEASUREMENT AND PAYMENT

1. GENERAL

No quantities shall be measured for payment except items listed in the proposal, unless the Owner has approved "extra" work, in writing, in accordance with the contract documents and has so advised the Contractor before the work was actually performed.

Any and all other materials, labor, etc., furnished and required shall be considered as incidental to the items to be measured for payment.

The unit or lump sum prices bid for the various items shall be full compensation for furnishing all materials, tools, equipment, labor and incidentals necessary and/or required to complete the work as shown on the plans and called for in the specifications.

The quantities to be paid for shall be determined by actual measurement or count of the amount placed. The Engineer shall make all measurements and the Contractor shall make certain all work has been measured before concealing;

otherwise, he may be required to uncover or make accessible any work so concealed in order to receive payment for such items.

Only those items listed in the proposal shall be considered for payment unless the Owner has approved "extra" work in accordance with the contract documents and has so advised the Contractor before the work is actually performed. However, the fact that an item is listed in the proposal, or described in the specifications does not obligate the Owner to any item or quantity. The Owner may increase or decrease the quantity of any item as the situation warrants.

The unit price bid for each payment item shall be full compensation for all labor, tools, equipment, and materials necessary to complete that item of work as shown in the contract drawings and as described in the contract documents. Any and all materials, labor, equipment, etc., not listed in the proposal but furnished by the Contractor or required by the nature of the work, shall be considered as incidental to the payment items listed, and no additional payment will be made. Property pins disturbed during construction shall be replaced in its proper location and no additional payment will be made.

The Engineer shall determine the eligibility of any and all items submitted for payment, and how each item shall be categorized. The quantities to be paid for shall be determined by actual measurement of the amounts placed. The Owner’s Field Representative shall make measurements and the Contractor shall make certain that all work has been measured before concealing; otherwise, the Contractor may be required to uncover, or to make accessible any work so concealed in order to receive payment for such items. The Contractor shall supply the Engineer with copies of

01150-2 100073309 any and all invoices, drayage tickets, or other documentation that the Engineer may require in order to ensure that an accurate accounting is made of the materials used.

The Engineer will not recommend payment for any item for which documentation is required until such documentation has been supplied.

2. MOBILIZATION, INSURANCE, SITE SAFETY, AND TEMPORARY FACILITIES

AND CONTROLS

a. The basis of payment for this item shall be lump sum, not to exceed FIVE (5) percent of the total base bid for the project.

b. The price bid for this item shall include all mobilization and demobilization efforts required to complete all work set forth in the contract documents, acquisition of insurance pursuant to the requirements set forth in the specifications, and materials and labor required to meet all federal, state, and/or local site safety requirements in addition to the safety requirements set forth in the contract documents. Any other miscellaneous items such as Temporary Facilities for use by the Contractor is included.

c. This pay item also includes a video recording of all pre-construction site conditions for all project areas. The CONTRACTOR will retain a copy of the pre-construction video for reference throughout the project, and a duplicate copy shall be provided to the ENGINEER prior to construction activity before payment is authorized.

3. SITE RESTORATION

a. Site Restoration shall be measured and paid by Lump Sum.

b. The Lump Sum price shall include all labor, materials, and equipment necessary to remove and replace or restore miscellaneous site features disturbed by construction, including (but not limited to) various types/heights of fencing, landscape plantings, landscape edging, decorative hardscapes, mailboxes/signage not paid elsewhere, and other similar pre-construction site improvements, to a condition equal to or better than pre-construction.

c. This pay item excludes restoration items that are specifically measured and paid elsewhere in the Bid Form/Measurement & Payment, including asphalt pavement repair, curb & gutter, sidewalks, concrete driveway repair, granular surface paving, and permanent grassing (seeding/sodding).

4. TRAFFIC CONTROL

a. The basis of payment for traffic control for the entire project (or each individually indicated area, as applicable) shall be lump sum.

b. The price bid shall include all labor and materials necessary, including but not limited to signage, flagmen, local permits, requirements, and coordination, and all

01150-3 100073309 associated lane/road closure work required to provide complete traffic control throughout the duration of the contract.

5. EXCAVATION, BACKFILLING AND COMPACTION FOR UTILITIES

a. No separate measurement or payment will be made for earth excavation, backfilling, and compaction for sewers, waterlines or other pipes, nor for any other appurtenant facilities such as wet wells, manholes, valves, fire hydrants, services, fittings, piers and pipe protection or encasement.

b. Payment for all such excavation, backfilling, and compaction shall be included in the unit prices bid of the various sizes and type of pipe laid, or other appurtenance installed, as provided for in contract Bid Schedule. Where special bedding or cradles are shown on Drawings, or required by ENGINEER, no allowance shall be made for extending earth excavation in trenches to the bottom of such bedding or cradles.

c. No separate payment shall be made for drying operations of native backfill material for the purpose of achieving optimum moisture content for compaction requirements that is otherwise determined to be suitable by the Owner/Engineer.

6. SITE CLEARING

a. No separate payment will be made for site clearing required for the construction of this project. All costs for this item shall be included in associative Pay Items, as required.

7. ROCK REMOVAL

a. The basis for measurement for Rock Removal shall be unit price per cubic yard of actual rock removed as defined by the contract specifications and shall not exceed the average actual length times the average actual depth times a width equal to the greater of (a) the nominal pipe diameter plus 24 inches, or (b) 4 feet.

b. Payment for rock removed under these specifications shall be made for the quantities determined in the manner specified above only if verified by the Engineer on site. This amount, so paid, shall be compensation in full for furnishing all labor, tools, equipment, services and other work in connection with or incidental to the removal of rock required to install the proposed utility.

c. Payment for rock removed as part of a cased bore installation shall be included in the cased bore pay item.

8. TEMPORARY EROSION CONTROLS

a. The basis of payment for erosion and sedimentation control measures shall be lump sum to include all labor, equipment and materials necessary to completely provide and maintain temporary erosion control throughout this contract, in accordance with the plans and specifications. Erosion control items to be used shall be as specified in the current "Manual for Erosion and Sediment Control in Georgia"

01150-4 100073309 with emphasis on Chapter 6 "Standards and Specifications for Land-Disturbing Activities." This bid item shall include creek crossings, construction exits, silt fence, dust control, buffer zone protection, rip rap, check dams, storm drain outlet protection, inlet sediment traps, temporary mulching and grassing, and all other indicated temporary vegetative and structural BMP practices, and the complete removal of all temporary erosion control measures after site stabilization is achieved to the satisfaction of the Engineer.

b. The lump sum payment for this item will be based on the actual percentage of erosion control items installed, as determined by the Engineer.

c. Temporary grassing is considered an erosion control measure and will be paid for under this pay item. Permanent grassing will be paid for separately under SEEDING or SODDING, as indicated on plans or as directed by Engineer.

9. NPDES PERMITTING AND COMPLIANCE

a. Measurement for this pay item shall be monthly as measured from the date of the

Notice-to-Proceed to the time the Contract Time for Final Completion expires.

Required inspections and reports after Contract Time has expired will not be measured for payment.

b. The unit price bid for this item shall include all materials, tools, labor, equipment, and incidentals necessary for NPDES Permit compliance, all permit fees as required by the Georgia Environmental Protection Division (EPD), Local Issuing Authority (LIA), and other agencies as appropriate. All required water quality monitoring, sampling, reporting, and inspections are included.

10. ADDITIONAL SILT FENCE

a. Additional quantities for each indicated type of silt fence beyond what is indicated on the drawings (if required by the ENGINEER or LIA) shall be expressed in linear feet. Silt fence used in additional sediment traps as required shall be measured and paid for under this item. Dimensions shall be measured and the quantity shall be calculated from such measured dimensions.

b. Payment for additional silt fence (if required by the ENGINEER) installed under these specifications shall be made for the quantities determined in the manner specified above. This amount, so paid, shall be compensation in full for furnishing all labor, materials, tools, equipment, services and other work in connection with or incidental to the construction and maintenance of this bid item in accordance with the current "Manual for Erosion and Sediment Control in Georgia". This bid item shall include removing and disposal of the accumulated silt in order to maintain effective filtration; as well as removal of the silt fence itself after soil stabilization is achieved to the satisfaction of the ENGINEER.

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11. ADDITIONAL CHECK DAMS

a. The quantity of additional check dams beyond what is indicated on the drawings

(if required by the ENGINEER or LIA) shall be measured as the actual number of additional check dams installed as directed, per each type indicated.

b. Payment for additional check dams (if required by the ENGINEER) furnished, installed, and maintained under these specifications shall be made for the quantities determined in the manner specified above. This amount, so paid, shall be compensation in full for furnishing all labor, materials, equipment, geotextiles, and any other work in connection with or incidental to the installation and maintenance of this bid item in accordance with the current "Manual for Erosion and Sediment Control in Georgia". This bid item shall include the complete removal of all additional check dams after site stabilization is achieved to the satisfaction of the

ENGINEER.

12. ADDITIONAL CONSTRUCTION ENTRANCE/EXIT

a. The quantity of additional construction exits beyond what is indicated on the drawings (if required by the ENGINEER or LIA) shall be measured as the actual number of additional construction exits installed as directed.

b. Payment for additional construction entrance/exits (if required by the

ENGINEER) furnished, installed, and maintained under these specifications shall be made for the quantities determined in the manner specified above. This amount, so paid, shall be compensation in full for furnishing all labor, materials, equipment, geotextiles, and any other work in connection with the current “Manual for Erosion and Sediment Control in Georgia.” This bid item shall include the complete removal of all additional construction entrance/exits after site stabilization is achieved to the satisfaction of the ENGINEER.

13. RIP RAP

a. The basis of measurement for Rip Rap shall be expressed in cubic yards of actual rip rap placed as detailed on the plans.

b. Payment for Rip Rap as furnished and installed under these specifications shall be made for the quantities determined in the manner specified above at the applicable contract price. This amount, so paid, shall be compensation in full for furnishing all labor, materials, tools, equipment, services, filter fabric, and any other work or materials in connection with or incidental to the construction of this Pay Item.

14. GRADED AGGREGATE BASE

a. No separate payment will be made for graded aggregate base. All costs for this item shall be included in associative Pay Items, as required.

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15. ASPHALT PAVEMENT REPAIR

a. The basis of measurement for various types of Asphalt Pavement Repair (as indicated on the Bid Form) shall be expressed in square yards of actual pavement repair placed in existing paved streets, driveways, and parking areas, based on the product of the measured length of the trench and the standard width of the patch as detailed on the plans or as otherwise indicated. The maximum payment width shall equal the greater of (a) the nominal pipe diameter plus 48 inches, or (b) 6 feet.

b. Payment for areas of Asphalt Pavement Repair as furnished and installed under these specifications shall be made for the quantities determined in the manner specified above at the applicable contract price. This amount, so paid, shall be compensation in full for furnishing all labor, materials, tools, plant equipment, services, reflectors, roadway striping and/or painting, subgrade, graded aggregate base, asphalt, and any other work or materials in connection with or incidental to the construction of this Pay Item to the full extent of the trench width and conforming to the most recent Owner or Georgia D.O.T. requirements, as applicable.

c. Payment for replacing or repairing gravel, chert or unpaved street, driveway, or parking area surfaces will be made in separate pay items.

d. The quantities and payment for concrete or asphalt trench cap of all varying widths and depths, as required, shall be included in this pay item.

e. All backfill within paved areas shall be GAB.

16. REMOVE AND REPLACE CONCRETE SIDEWALKS

a. Measurement for sidewalk replacement shall be expressed in square yards of sidewalk replaced. Incidental sidewalk damage caused by contractor operations/negligence shall be repaired at the contractor’s expense. Only sidewalk damaged as part of required trench excavation shall be included in this pay item.

b. Sidewalk replacement shall be in full compliance with current City and ADA requirements.

c. Payment for sidewalk installed under these specifications shall be made for the quantities determined in the manner specified above. This amount, so paid, shall be compensation in full for furnishing all labor, materials, tools, equipment, services and other work in connection with or incidental to the construction of this bid item.

Compensation for saw cutting and removal of existing sidewalk is to be included in this bid price.

17. REMOVE AND REPLACE CONCRETE CURB AND GUTTER

a. Quantities for various types of curb and gutter replacement shall be expressed in linear feet of curb and gutter replaced. For curb and gutter installations where pipe lines and appurtenances cross the curb and gutter, quantities for curb and gutter

01150-7 100073309 replacement shall be expressed in linear feet of the corresponding trench width at the point of crossing.

b. Payment for curb and gutter installed under these specifications shall be made for the quantities determined in the manner specified above. This amount, so paid, shall be compensation in full for furnishing all labor, materials, tools, equipment, services and other work in connection with or incidental to the construction of this bid item.

Compensation for saw cutting and removal of existing curb and gutter is to be included in this bid price.

18. CONCRETE DRIVEWAY REPAIR

a. Measurement of residential, commercial, or industrial concrete driveway & parking area repair shall be in square yards of actual concrete replaced along the trench for pipe lines and appurtenances placed in or across the existing driveway at the standard width of the patch as detailed on the plans.

b. Payment for concrete driveway repair shall be in square yards of the repairs made.

Payment shall include all labor, materials, tools, services, trench compaction, graded aggregate base, concrete, saw cutting (and removal) of concrete pavement, and any other incidentals necessary for a complete repair.

c. Payment for replacing or repairing gravel, chert or unpaved street, driveway, or parking area surfaces will be made in separate pay items.

19. GRANULAR SURFACE PAVING

a. Quantities for residential or commercial/industrial gravel or stone driveway repair, as indicated, shall be expressed in square yards of actual granular driveway or access road installed, as required by the contract documents.

b. Payment for granular surface paving installed under these specifications shall be made for the quantities determined in the manner specified above. This amount, so paid, shall be compensation in full for furnishing all labor, materials, tools, equipment, services and other work in connection with or incidental to the construction of this bid item and shall include the geotextile fabric required by the plans and specifications. This pay item includes matching existing granular surface types where applicable.

20. PERMANENT GRASSING – SEEDING

a. Measurement and payment for the establishment of permanent grass for the restoration of ground surfaces disturbed during construction operations shall be measured and paid in square yards. The actual area of grassed surfaces will be measured for payment; however, the width of the disturbed area considered for payment shall not exceed the allowable disturbed areas as indicated on the drawings, unless directed by the ENGINEER.

01150-8 100073309

b. The price bid shall include all labor, equipment, and materials necessary for ground surface preparation, application of fertilizer, lime, mulch and seed appropriate for soil type and season, and watering required for a complete establishment of a permanent stand of grass, which is to be maintained and watered to the satisfaction of the specifications and shall fully conform to the current "Manual for Erosion and Sediment Control in Georgia".

21. PERMANENT GRASSING - SODDING

a. Measurement and payment for sodding for the restoration of ground surfaces disturbed during construction operations shall be measured and paid in square yards.

The actual area of sodded surfaces will be measured for payment; however, the width of the disturbed area considered for payment shall not…