FFC Terminal Apron _ Addendum No_ 2 20240405.pdf

Addendum No. 2 - Page 1 of 2

Atlanta Regional Airport – Falcon Field GDOT BID No. T008663

Terminal Apron Expansion March, 2024

TO: ALL PROSPECTIVE OFFERORS

DATE: Friday, April 5, 2024

This Addendum forms a part of the Bidding and Contract Documents and modifies the original documents as noted below. Acknowledge receipt of this Addendum in the space provided in the Bid Form (Page B-7). Failure to do so may subject a bidder to disqualification.

This Addendum consists of One Hundred Sixty-Six (166) pages which includes Pre-bid Sign-in Sheet; Plan Holders list; Revised Bid Schedule; Revised Bid Form; Revised Contract; Revised General Provision-Section 80; Revised Section 01300; New Specification (GDOT-439);

Geotechnical Report; Revised Plan Sheets: C-1, SQ-1, PSPL-1, PSPP-1, DP-1, DD-1, JL-1, JD-2, and ECD-4; and Responses to Questions Submitted to the Engineer.

PRE-BID CONFERENCE MEETING

Date: March 26, 2024 at 10:00am

Sign-in Sheet is attached to this Addendum No. 2 and consists of 2 pages.

BID FORMS

A. Bidders are to disregard original Bid Form and Bid Schedule included and replace with revised Bid Form and Bid Schedule issued in this Addendum No. 2. Ensure to acknowledge addendum on page Addendum No. 2 – B-7.

ADDENDUM NO. 2

TO

BID AND CONTRACT DOCUMENTS

ATLANTA REGIONAL AIRPORT – FALCON FIELD

PEACHTREE CITY, GEORGIA

TERMINAL APRON EXPANSION

GDOT BID No. T008663

Addendum No. 2 - Page 2 of 3

B. Note that project will be contract in one phase. Bidders are to disregard original Contract and replace with revised Contract issued in this Addendum No. 2.

C. Liquidated Damages have been updated to reflect new construction duration. Bidders are to disregard original GP-80 included in bid documents and replace with revised GP-80 issued in this Addendum No. 2.

D. Submittal language has been updated to reflect one phase of construction. Bidders are to disregard original 01300 included in bid documents and replace with revised 01300 issued in this Addendum No. 2.

SPECIFICATIONS / CLARIFICATIONS

A. The use of a transit mix will be allowed. Bidders are to disregard previous GDOT-430 specification and replace with new GDOT-439 provided in this Addendum No. 2.

RESPONSES TO QUESTIONS:

Question: Is the sewer live where we must remove and replace the sanitary sewer manhole?

Answer: Yes, it is a live sanitary sewer.

Question: If live sewer; will it require pumping while work is going on?

Answer: Yes

Question: Will owner take care of removing power from the transformer?

Answer: Power disconnection from transformer may not be needed.

Question: What is the anticipated NTP for the project?

Answer: Anticipated NTP is mid-May to Early June

Question: What safety classes are required for the contractor’s personnel and what is the duration of the training?

Answer: Safety requirements to be discussed during pre-construction meeting.

Addendum No. 2 - Page 3 of 4

Question: What permits, other than an NOI, will be required for this project?

Answer: Refer to Permitting section on sheet GN-1.

Question: What constitutes adequate quality control testing?

Answer: All construction materials and activities shall meet testing requirements described in technical specifications.

Question: What construction materials are required to be tested?

Answer: All construction materials and activities shall meet testing requirements described in technical specifications.

Question: Is a driveway permit required for the project since no driveways are being constructed for this project?

Answer: No driveway permit is required.

Question: What fees associated with utility installation is the contractor required to pay for?

Answer: Contractor to contact utility owners to determine and pay for necessary fees.

Question: Will as-built information of the existing utilities be provided to assist the Contractor with locating and protecting them?

Answer: See existing conditions plan, EX-1 for information gathered by survey and SUE.

Contractor to field verify utilities.

Question: What materials can the Contractor place in the Contractor Waste Area?

Answer: Excess earthwork material.

Question: Can dowels in construction joints be inserted into the concrete while it’s being placed in lieu of drilling?

Answer: No. Dowels must be drilled.

Addendum No. 2 - Page 4 of 5

Question: Can the welded wire fabric required for the reinforced slabs be placed into the wet concrete or does it need to be supported in place prior to beginning concrete placement?

Answer: No. WWF must be supported prior to concrete placement.

Question: What are the details of the tie bars that are to be used in place of the smooth dowel bars?

Answer: Use deformed dowel bars instead of smooth dowel bars where indicated on sheet JL-

1. Refer to JD-2 for dowel bar schedule.

Question: Were any soil samples taken of the site? If so, can the Geotech report be provided?

Answer: Geotech conducted and report to be included in Addendum.

Question: Can the Contractor provide a Utility Contractor License or GDOT prequalification in lieu of a General Contractor’s License?

Answer: Refer to Section 20-02 QUALIFICATION OF BIDDERS.

Question: Is there a DBE participation goal on this project?

Answer: No DBE participation goal is required.

Question: There is a Pay Item for Embankment in Place but not a Pay Item for the Unclassified

Excavation cut off the project (either 4,350 or 5,100 CY). Where is the Bidder supposed to price the Unclassified Excavation? Is there anywhere on the Airport property that the net cut can be stockpiled?

Answer: Refer to Spec P-152 section 152-4.1, "Embankment in place payment shall be made at the contract unit price per cubic yard. This price shall be full compensation for furnishing all materials, labor, equipment, tools, and incidentals necessary to complete the item including obtaining, excavating, hauling, stockpiling, placing in layers, compacting, drying, disking, watering, mixing, sloping, and other operations for construction of embankments." Refer to sheet PSPL-1 for waste area.

Question: GDOT Spec 430 requires the concrete to be mixed in a central mix plant. The size of this project does not justify setting up of a central mix plant. Can this requirement be

Addendum No. 2 - Page 5 of 6 waived, so we can use a batch plant. Usually, ready mix companies have just batch plants in their facilities.

Answer: GDOT Spec 439 shall be used in lieu of GDOT Spec 430 to allow the use of a transit mix.

Question: Drawing JL-1 shows that half of the apron expansion is an additive bid. We were under the impression that the entire apron expansion was part of the base bid. Please clarify.

Answer: There is no additive bid, and that text should be removed from the sheet. There is only a base bid for concrete pavement, and an alternate bid for asphalt pavement.

Question: If phase 2 of the project is as additive bid, the schedule of values should be modified. Quantities on the base bid should be separate from the ones in the additive.

Answer: Project to be constructed all at once. No phases.

Question: Legend on drawing JL-1 shows joint types A, C, F and E. However, the layout just indicates the location of joints type A. Could you clarify where the joints type C, F and E are located.

Answer: JL-1 shall be updated to clarify joint type locations.

Question: For how long can we close taxiway B to install the 30” RCP that crosses underneath this taxiway.

Answer: Taxiway "B" north of Taxiway "A" shall be closed for duration of project.

Question: Are there any work hour restrictions on this project?

Answer: Contractor shall work typical daytime hours/sun-up to sun-down (0700-2000).

Question: Do we need to remove and replace the entire sanitary manhole at N:1221330.23 -

E:2174089.45? Can we just remove and replace the top?

Answer: Contractor to remove and replace the entire sanitary manhole to be aircraft rated for

75k lb. load.

Addendum No. 2 - Page 6 of 7

Question: What kind of headwall for Structure A1.1 shall be installed? Will it be Straight wall, U type wing or 45 Wings?

Answer: Contractor shall install 45° wings.

Question: According to drawings JL-1, all the slabs on the perimeter of the apron require tie bars. Could you clarify the type (smooth or deformed), dimensions (diameter and length) and the spacing of the tie bars. We could not find that information on any of the drawings.

Answer: Please use deformed dowel bars instead of smooth dowel bars where indicated on sheet JL-1. Refer to dowel bar schedule sheet JD-2.

Question: The demolition drawings (DP-1) indicate the removal of a section of the existing chain-link fence. Upon reviewing both the drawings and the schedule of items, we couldn't find any indication of plans for reinstalling the fence. Could you please confirm if the designer's intent is solely to remove the fence without including its replacement in the project scope?

Answer: The intent is to remove the fence without replacing it.

Question: Please confirm as discussed during the pre-bid conference that Ready Mix produced concrete is acceptable.

Answer: GDOT Spec 439 shall be used in lieu of GDOT Spec 430 to allow the use of a transit mix.

Question: Please confirm that since the concrete is being delivered in Ready Mix trucks, there will be no additional mechanical spreading device

Answer: Means and methods to be determined by contractor.

Question: Please confirm that “grooving” mentioned in the specs is actually GDOT tining, unless burlap drag finish is acceptable

Answer: No grooving of concrete. GDOT Spec 439 shall be used in lieu of GDOT Spec 430 to allow the use of a transit mix.

Addendum No. 2 - Page 7 of 7

Question: Are we casting in numbered stations every 500 ft? This is typical for highways not airports

Answer: No, we are not casting in numbered stations.

Question: Since this is a ramp, please confirm that the required PI is 12, when measured on a

0.2 blanking band.

Answer: GDOT Spec 439 includes a required PI of 7 when measured on a 0.2 blanking band.

Question: Since concrete is being performed under GDOT specs, is the engineer going to take cylinder samples and break them for results?

Answer: The engineer will take cylinder samples.

Question: If concrete testing is done by the Engineer reps, are they also going to take additional samples for early breaks?

Answer: Engineer to take additional samples for early breaks.

Question: If concrete testing is done by the Subcontractor, do we need a QC lab onsite with a breaker?

Answer: Concrete is to be tested by Engineer.

Question: Please supply size and spacing of tie bars, both in transverse joints and in longitudinal joints

Answer: Refer to dowel bar schedule, sheet JD-2.

THIS CONCLUDES ADDENDUM NO. 2 IN ITS ENTIRETY.

This Addendum is being transmitted electronically on the Georgia Procurement website and via email to all plan holders. If you have any questions, please direct them to; Chris Bachmann, P.E., Project Manager, Michael Baker International, Inc. at Christopher.Bachmann@mbakerintl.com.

mailto:Christopher.Bachmann@mbakerintl.com

PLAN HOLDERS LIST

Project Name Peachtree City Airport - Falcon Field Bid Date:

Terminal Apron Expansion April 15th, 2024 at 2:00pm

Project No. 198108

Date Issued Firm Name & Address of Recipient (Legal Address of Firm - Street Address) Name of Individual Recipient &

Telephone Number of Firm

Atlanta Regional Airport - Falcon Field Hope Macaluso 7 Falcon Drive Tele: 770-487-2225 Peachtree City, Georgia 30269 Michael Baker International, Inc. Office Copy 420 Technology Parkway, Suite 150 Tele: 770-263-9118 Norcross, Georgia 30092 Fax: 770-263-9145 Kiewit Infrastructure South Co. John Zelenka 450 Dividend Drive Tele: 770-487-2300 ext. 2316 Peachtree City, GA 30269 P2K - Civil Construction Contractors Oscar Sanabria 2214 Lawson Way Tele: 471-568-4407 Atlanta, GA, 30341 ER Snell Kelley Pollard 1785 Oak Rd Tele: 770-985-0600 Snellville, GA 30078 CW Matthews Contracting Co., Inc. Mike Kleuckling 1600 Kenview Dr. Tele: 770-422-7520 ext. 1254 Marietta, GA 30061 Baldwin Paving Kim Blackburn 1014 Kenmill Drive, N.W. Tele: 770-425-9191 Marietta, GA 30060 Helix Grading & Utility, LLC Christie O'Neil 30 Industrial Dr Tele: 470-491-4500 Zebulon, GA 30295 The Corbett Group, LLC Siema Cox 13201 Veterans Memorial Hwy 770-947-2672 Douglasville, GA 30134 CMES, Inc. David M. Culpepper 3900 Steve Reynolds Blvd. Tele: (770) 355-7472 Norcross, GA 30093 Independence Excavating, Inc. Scott Evans 5720 E. Schaaf Rd. Tele: 440-488-4428 Independence, OH 44131 Summit Construction & Development Ajay Naidu 2108 Bentley Dr. Tele: 770-413-0093 Stone Mountain, GA 30087 Interstate Sealant & Concrete, Inc Sean Leppert S40W24211 Rockwood Way Tele: 262-522-3312 Waukesha, WI 53189 McCoy Grading, Inc. Kim Sinclair 450 Callaway Road Tele: 706-672-2690 Greenville, GA 30222 Rigid Pavement Construction Tyler Barratt 9486 S. Meridian Road Tele: 517-888-1186 Clarklake, MI 49234 Astra Group LLC. Kyle Wright 1611 Perry Blvd NW Tele: 770-992-9300 x 8297 Atlanta, GA 30318 Winter Construction Matt Reid 5616 Peachtree Road Tele: 404-965-3309 Chamblee, GA 30341 Lammes construction Inc. Jeff Lammes 652 Sunflower Dr., Tele: 770-560-5195 Canton, GA 30114 JHC Corporation Melissa Guy 15 Fresh Bru Dr Tele: 770-487-3258 Newnan, GA 30263 International Waste Services Alvin Williams 3379 Peachtree Rd, Ne, Ste 555 Tele: 404-662-3799 Atlanta, GA 30326 Gosalia Concrete Constructors, Inc. Miresh Shukla 4607 N 56th Street Tele: 813-443-0984 Tampa, FL 33610 Summers Concrete Contracting, Inc. Bradley L. Mullis 5538 Coppage Road Tele: (229) 794-1023 Hahira, GA 31632 Blount Construction Brad Tanner 1730 Sands Pl, Tele: 678.492.0730 Marietta, GA 30067

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Addendum No. 2 - B-1

BID FORM

(Failure to furnish all requested data will be cause for considering Bidder non-responsive and may render this Bid invalid on that basis.)

BID FOR: Atlanta Regional Airport – Falcon Field Bid Number: T008663 Terminal Apron Expansion

SUBMITTED TO: Hope Macaluso

Airport Terminal Building 7 Falcon Drive Peachtree City, GA 30269

SUBMITTED BY: ____________________________________________

Bidder's Name

Address

City, State and Zip Code

Telephone and Fax Numbers

1. The undersigned, hereinafter called Bidder, in compliance with the “Notice to Bidders,” accepting all of the terms and conditions of the “Instructions to Bidders,” including without limitation those dealing with the disposition of Bid Security; proposes and agrees, if awarded the Contract, to enter into an Agreement with the Owner in the form of Agreement included in the Contract Documents, to furnish all materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to complete the work to be performed under this Contract within the Contract Time indicated in this Bid, in full and complete accordance with the shown, noted, described and reasonably intended requirements of the Contract Documents, to the full and entire satisfaction of the Owner, for the amounts contained in the Bid Schedules.

2. This Bid for the work will remain open for One Hundred Twenty (120) days after the day of Bid opening. If awarded a contract, Bidder will sign the Agreement and submit the Contract Security and other documents required by the Contract Documents within 10 days after the date indicated in Owner's Notice of Award.

Addendum No. 2 - B-2

3. In submitting this Bid, Bidder represents that:

(a) Bidder has become thoroughly familiar with the terms and conditions of the proposed Contract Documents accepting the same as sufficient to indicate and convey understanding of all the conditions and requirements under the Contract which will be executed for the Work.

(b) Bidder has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Bidder deems necessary.

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

(d) No member of the Board of Commissioners or other officers or employees of said

Owner is interested directly or indirectly in the Bid or in any portion of the Bid nor in the Contract or any part of the Contract which may be awarded the undersigned on the basis of such Bid.

(e) This bid is based upon prevailing wages in Peachtree City/Fayette County, Georgia and in no case are wages less than those determined by the Secretary of Labor, a schedule of which is contained in the Specifications.

(f) It is a condition of this Bid and any subsequent contract entered into pursuant to this Bid, and it shall be made a condition of each subcontract entered into pursuant to the prime contract that the Contractor and any Subcontractor shall not require any laborer or mechanic employed in performance of the contract to work in surroundings or under working conditions which are unsatisfactory, hazardous, or dangerous to his health or safety, as determined under Construction Safety and Health Standards, Title 29, CFR, Part 1518 36FR7340, promulgated by the U.S.

Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act, 82, Statt. 96; that it is a further condition of this Bid that he shall be solely responsible for the enforcement of such Construction and Health Standards, and that he definitely understands that the Owner and his authorized representatives will not assume any liability resulting from his failure to police and enforce all such standards.

Addendum No. 2 - B-3

(g) The description under each bid item, being briefly stated, implies, although it does not mention, all incidentals and that the prices stated are intended to cover all such work, materials and incidentals as constitute Bidder's obligations as described in the Specifications, and any details not specifically mentioned, but evidently included in the Contract shall be compensated for in the item which most logically includes it.

4. Contract Time: Bidder agrees that:

(a) The time allowed for Substantial Completion is:

Base Bid: Ninety (90) consecutive calendar days from the date of Notice-to-

Proceed.

Alternate Bid: Seventy Five (75) consecutive calendar days from the date of

Notice-to-Proceed.

(b) He will commence work with an adequate force and equipment at the time stated in the Notice to Proceed and complete all work in the number of days stipulated from the date stated in said notice.

(c) The quantities of work listed in the Bid Schedule are approximate and are assumed solely for comparison of Bids. Compensation will be based upon the unit price bid and actual quantities of work performed in accordance with the Contract Documents.

5. Bid Schedules: See attached Page B-4.1 through B-4.17.

(a) Bids shall include all sales tax and other applicable taxes and fees.

(The remainder of this page is intentionally left blank.)

Addendum No. 2 - B-4

(This page is intentionally left blank.)

Item Spec.

No. No. Item Description / (Write Unit Price in Words) Unit Unit Price Amount

BID SCHEDULE SUMMARY

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

TOTAL - BASE BID =

TOTAL - ALTERNATE BID =

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.1

March, 2024

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

1 C-105 MOBILIZATION 1 L. SUM $ $

Dollars

Cents

2 C-100 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) 1 L. SUM $ $

Dollars

Cents

3 P-101-1 REMOVE FENCE 560 LIN. FT. $ $

Dollars

Cents

4 P-101-2 REMOVE TAXIWAY EDGE LIGHT, INCLUDING BASE

AND TRANSFORMER 2 EACH $ $

Dollars

Cents

5 P-101-3 REMOVE EXISTING PIPE (ALL SIZES) 125 LIN. FT. $ $

Dollars

Cents

6 P-101-4 ABANDON PIPE IN PLACE, FLOWABLE FILL 485 LIN. FT. $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.2

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

7 P-101-5 REMOVE DRAINAGE STRUCTURE 2 EACH $ $

Dollars

Cents

8 P-101-6 REMOVE SANITARY SEWER MANHOLE 1 EACH $ $

Dollars

Cents

9 P-101-7 REMOVE TOP AND FILL DRAINAGE STRUCTURE 2 EACH $ $

Dollars

Cents

10 P-101-8 REMOVE EXPOSED CABLE 455 LIN. FT. $ $

Dollars

Cents

11 P-101-9 RELOCATE EXISTING CONDUIT 2 FT BELOW GRADE 625 LIN. FT. $ $

Dollars

Cents

12 P-101-11 REMOVE CONCRETE DITCH 47 SQ. YD. $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.3

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

13 P-101-12 REMOVE MISCELLANEOUS CONCRETE AND DEBRIS 1 L. SUM $ $

Dollars

Cents

14 P-152-1 EMBANKMENT IN-PLACE 1,200 CU. YD. $ $

Dollars

Cents

15 P-152-2 SCARIFIED SUBGRADE PREPARATION (12 INCH) 13,080 SQ. YD. $ $

Dollars

Cents

16 P-209-1 CRUSHED AGGREGATE BASE COURSE 2,180 CU. YD. $ $

Dollars

Cents

17 P-620-1

PERMANENT PAVEMENT MARKING, YELLOW (TYPE

III), WITH REFLECTIVE MEDIA (TYPE III BEADS)

INCLUDE MICROBICIDE

645 SQ. FT $ $

Dollars

Cents

18 P-620-2 PAVEMENT MARKING, BLACK (TYPE III) INCLUDE

MICROBICIDE 850 SQ. FT $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.4

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

19 D-701-1 STORM SEWER, CLASS III RCP, 18 INCH DIAMETER 15 LIN. FT. $ $

Dollars

Cents

20 D-701-2 STORM SEWER, CLASS III RCP, 30 INCH DIAMETER 404 LIN. FT. $ $

Dollars

Cents

21 D-751-1 MANHOLE 1 EACH $ $

Dollars

Cents

22 D-751-2 OUTLET CONTROL STRUCTURE 2 EACH $ $

Dollars

Cents

23 D-751-3 AIRCRAFT RATED MANHOLE 1 EACH $ $

Dollars

Cents

24 D-752-1 CONCRETE HEADWALL - 18 INCH 1 EACH $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.5

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

25 D-752-2 CONCRETE HEADWALL - 30 INCH 1 EACH $ $

Dollars

Cents

26 D-754-1 CONCRETE V-DITCH 40 LIN. FT. $ $

Dollars

Cents

27 GDOT 439-1 NON-REINFORCED PORTLAND CEMENT CONCRETE

PAVEMENT, CLASS HES, 10 IN THICK 12,220 SQ. YD. $ $

Dollars

Cents

28 GDOT 439-2 REINFORCED PORTLAND CEMENT CONCRETE

PAVEMENT, CLASS HES, 10 IN THICK 860 SQ. YD. $ $

Dollars

Cents

29 GDOT 461-1 SEALING JOINTS AND CRACKS, TYPE C 19,640 LIN. FT. $ $

Dollars

Cents

30 GDOT-163-1 CONSTRUCT, MAINTAIN, AND REMOVE

CONSTRUCTION EXIT 1 EACH $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.6

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

31 GDOT-163-2 CONSTRUCT, MAINTAIN, AND REMOVE TEMPORARY

SEDIMENT TRAP 1 EACH $ $

Dollars

Cents

32 GDOT-163-3 CONSTRUCT, MAINTAIN, AND REMOVE INLET

SEDIMENT TRAP 4 EACH $ $

Dollars

Cents

33 GDOT-163-4 CONSTRUCT, MAINTAIN, AND REMOVE EROSION

CONTROL BLANKET/MATTING 16,400 SQ. YD. $ $

Dollars

Cents

34 GDOT-163-5 CONSTRUCT, MAINTAIN, AND REMOVE DIVERSION

CHANNEL 400 LIN. FT. $ $

Dollars

Cents

35 GDOT-163-6 INSTALL AND MAINTAIN PERFORATED HALF-ROUND

PIPE WITH STONE FILTER 1 EACH $ $

Dollars

Cents

36 GDOT-163-7 PERMEABLE SOIL FOR DRY ENHANCED SWALES 215 CU. YD. $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.7

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

37 GDOT-167-1 WATER QUALITY INSPECTIONS 2 MONTH $ $

Dollars

Cents

38 GDOT-167-2 WATER QUALITY MONITORING AND SAMPLING 2 EACH $ $

Dollars

Cents

39 GDOT-171-1 INSTALL AND MAINTAIN TEMPORARY SILT FENCE,

TYPE C 620 LIN. FT. $ $

Dollars

Cents

40 GDOT-603-1 STONE DUMPED RIP RAP, TYPE 3, 16 INCH DEPTH 5 SQ. YD. $ $

Dollars

Cents

41 T-901-1 TEMPORARY SEEDING 2 ACRE $ $

Dollars

Cents

42 T-901-2 PERMANENT SEEDING 2 ACRE $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.8

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

BASE BID

43 T-904-1 SODDING 2,500 SQ. YD. $ $

Dollars

Cents

44 T-908-1 MULCHING 10,400 SQ. YD. $ $

Dollars

Cents

$TOTAL - BASE BID =

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.9

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

1 C-105 MOBILIZATION 1 L. SUM $ $

Dollars

Cents

2 C-100 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) 1 L. SUM $ $

Dollars

Cents

3 P-101-1 REMOVE FENCE 560 LIN. FT. $ $

Dollars

Cents

4 P-101-2 REMOVE TAXIWAY EDGE LIGHT, INCLUDING BASE

AND TRANSFORMER 2 EACH $ $

Dollars

Cents

5 P-101-3 REMOVE EXISTING PIPE (ALL SIZES) 125 LIN. FT. $ $

Dollars

Cents

6 P-101-4 ABANDON PIPE IN PLACE, FLOWABLE FILL 485 LIN. FT. $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.10

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

7 P-101-5 REMOVE DRAINAGE STRUCTURE 2 EACH $ $

Dollars

Cents

8 P-101-6 REMOVE SANITARY SEWER MANHOLE 1 EACH $ $

Dollars

Cents

9 P-101-7 REMOVE TOP AND FILL DRAINAGE STRUCTURE 2 EACH $ $

Dollars

Cents

10 P-101-8 REMOVE EXPOSED CABLE 455 LIN. FT. $ $

Dollars

Cents

11 P-101-9 RELOCATE EXISTING CONDUIT 2 FT BELOW GRADE 625 LIN. FT. $ $

Dollars

Cents

12 P-101-10 MILL BITUMINOUS PAVEMENT, 2-INCH DEPTH,

INCLUDING MILL TIES 205 SQ. YD. $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.11

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

13 P-101-11 REMOVE CONCRETE DITCH 47 SQ. YD. $ $

Dollars

Cents

14 P-101-12 REMOVE MISCELLANEOUS CONCRETE AND DEBRIS 1 L. SUM $ $

Dollars

Cents

15 P-152-1 EMBANKMENT IN-PLACE 1,200 CU. YD. $ $

Dollars

Cents

16 P-152-2 SCARIFIED SUBGRADE PREPARATION (12 INCH) 13,070 SQ. YD. $ $

Dollars

Cents

17 P-209-1 CRUSHED AGGREGATE BASE COURSE 1,155 CU. YD. $ $

Dollars

Cents

18 P-620-1

PERMANENT PAVEMENT MARKING, YELLOW (TYPE

III), WITH REFLECTIVE MEDIA (TYPE III BEADS)

INCLUDE MICROBICIDE

645 SQ. FT $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.12

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

19 P-620-2 PAVEMENT MARKING, BLACK (TYPE III) INCLUDE

MICROBICIDE 850 SQ. FT $ $

Dollars

Cents

20 D-701-1 STORM SEWER, CLASS III RCP, 18 INCH DIAMETER 15 LIN. FT. $ $

Dollars

Cents

21 D-701-2 STORM SEWER, CLASS III RCP, 30 INCH DIAMETER 404 LIN. FT. $ $

Dollars

Cents

22 D-751-1 MANHOLE 1 EACH $ $

Dollars

Cents

23 D-751-2 OUTLET CONTROL STRUCTURE 2 EACH $ $

Dollars

Cents

24 D-751-3 AIRCRAFT RATED MANHOLE 1 EACH $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.13

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

25 D-752-1 CONCRETE HEADWALL - 18 INCH 1 EACH $ $

Dollars

Cents

26 D-752-2 CONCRETE HEADWALL - 30 INCH 1 EACH $ $

Dollars

Cents

27 D-754-1 CONCRETE V-DITCH 40 LIN. FT. $ $

Dollars

Cents

28 GDOT 402-1 RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2

ONLY, INCL BITUM MATL & H LIME 1,460 TON $ $

Dollars

Cents

29 GDOT 402-2 RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR

2, INCL BITUM MATL & H LIME 2,880 TON $ $

Dollars

Cents

30 GDOT 413-1 TACK COAT 1,310 GAL. $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.14

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

31 GDOT-163-1 CONSTRUCT, MAINTAIN, AND REMOVE

CONSTRUCTION EXIT 1 EACH $ $

Dollars

Cents

32 GDOT-163-2 CONSTRUCT, MAINTAIN, AND REMOVE TEMPORARY

SEDIMENT TRAP 1 EACH $ $

Dollars

Cents

33 GDOT-163-3 CONSTRUCT, MAINTAIN, AND REMOVE INLET

SEDIMENT TRAP 4 EACH $ $

Dollars

Cents

34 GDOT-163-4 CONSTRUCT, MAINTAIN, AND REMOVE EROSION

CONTROL BLANKET/MATTING 16,400 SQ. YD. $ $

Dollars

Cents

35 GDOT-163-5 CONSTRUCT, MAINTAIN, AND REMOVE DIVERSION

CHANNEL 400 LIN. FT. $ $

Dollars

Cents

36 GDOT-163-6 INSTALL AND MAINTAIN PERFORATED HALF-ROUND

PIPE WITH STONE FILTER 1 EACH $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.15

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

37 GDOT-163-7 PERMEABLE SOIL FOR DRY ENHANCED SWALES 215 CU. YD. $ $

Dollars

Cents

38 GDOT-167-1 WATER QUALITY INSPECTIONS 2 MONTH $ $

Dollars

Cents

39 GDOT-167-2 WATER QUALITY MONITORING AND SAMPLING 2 EACH $ $

Dollars

Cents

40 GDOT-171-1 INSTALL AND MAINTAIN TEMPORARY SILT FENCE,

TYPE C 620 LIN. FT. $ $

Dollars

Cents

41 GDOT-603-1 STONE DUMPED RIP RAP, TYPE 3, 16 INCH DEPTH 5 SQ. YD. $ $

Dollars

Cents

42 T-901-1 TEMPORARY SEEDING 2 ACRE $ $

Dollars

Cents

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.16

BID SCHEDULE

TERMINAL APRON EXPANSION

ATLANTA REGIONAL AIRPORT - FALCON FIELD

GDOT PID T008663, FAYETTE COUNTY

Quantity Estimated

ALTERNATE BID

43 T-901-2 PERMANENT SEEDING 2 ACRE $ $

Dollars

Cents

44 T-904-1 SODDING 2,500 SQ. YD. $ $

Dollars

Cents

45 T-908-1 MULCHING 10,400 SQ. YD. $ $

Dollars

Cents

$TOTAL - ALTERNATE BID =

Atlanta Regional Airport - Falcon Field Terminal Apron Expansion Addendum No. 2 - B-4.17

Addendum No. 2 - B-5

PRELIMINARY CONTRACTOR PROJECT SCHEDULE

All bidders are required to complete and submit with their bids the following Preliminary Contractor Project Schedule. This schedule will be used strictly as an anticipatory pre-construction scheduling and estimating tool. This preliminary schedule is non-binding and in no instance will negate the contract time specified in the bid and contract documents. Failure to complete this form or blatantly misrepresenting information on this form may be grounds for rejection of bid.

Estimated number of work hours per weekday: ________________ hours

Estimated number of work hours per weekend: ________________ hours

ANTICIPATED WORKDAYS HOURS

WORK ITEM WEEKDAYS HRS WEEKEND HRS TOTAL

DAYS

Mobilization days days days

Clearing / Grubbing days days days

Stormwater Installation days days days

Grading / Drainage days days days

Paving days days days

Grassing days days days

Final Clean-Up / De-Mobilization days days days

Base Bid: 90 Calendar Days > SUM OF DAYS _________days Alternate Bid: 75 Calendar Days >

6. Execution of Contract: Bidder agrees that:

(a) In case of failure on his part to execute the said Contract and Bonds within 10 days after the date indicated in the “Notice of Award”, the bid bond accompanying this

Addendum No. 2 - B-6

Bid, and the money payable thereon, shall be paid to the Owner as liquidated damages for such failure; otherwise, the Bid Bond accompanying this Bid shall be returned to the undersigned.

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

(a) Completed Bid Form (pages B-1 to B-8).

(b) Bid Schedule (pages B-4.1 to B-4.17).

(c) Preliminary Contractor Project Schedule (page B-5).

(d) Required Bid Security in the form of a Bid Bond payable to the order of the

Peachtree City Airport Authority (pages B-9 and B-10).

(e) Form of Non-Collusion Affidavit (page B-11).

(f) EEO Report Statement (page B-12).

(g) Certification of Non-Segregated Facilities (page B-13).

(h) Performance of Work by Subcontractors (page B-14).

(i) Certification Regarding Foreign Participation (pages B-15 to B-16).

(j) Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion (page B-17).

(k) Certification of Eligibility – Davis Bacon Act (page B-18).

(l) Buy American Certification (page B-19).

(m) Bidder Qualification Questionnaire (pages B-20 to B-23).

(n) Georgia’s Sexual Harassment Prevention Policy (pages B-24 to B-25).

(o) Texting while Driving Order (page B-26).

(p) Tax Delinquency and Felony Convictions Certificate of Offeror (page B-27).

(q) Sealed Bid Label – Must be attached to cover of Sealed Bid (page B-28).

8. Name and business address (mailing and street) of Bidder to which all formal Notices shall be sent:

Addendum No. 2 - B-7

9. The terms used in this Bid which are defined in the General Provisions of the Construction

Contract included as a part of the Contract Documents have the meanings assigned to them in the General Provisions.

10. Bidder hereby acknowledges receipt of the following addenda:

Addendum No. Dated

11. The Bidder shall state on the line below, if a corporation, the name of state in which incorporated and the date of said corporation.

(signatures on next page)

Addendum No. 2 - B-8

Signed this __________ day of ___________________________, 20__.

Contractor

By: ______________________________ (Signature of individual, partner or officer signing the Bid)

(SEAL) ____________________________________

General Contractor's License Number

(Seal required if Bidder is a corporation.)

NOTE: If Contractor is a Corporation, Secretary should attest seal. Seal is required if

Bidder is a Corporation.

If Contractor is a Partnership, all partners shall execute Bid (add spaces as required).

Addendum No. 2 - B-9

BID BOND

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned ___________________

___________________________ as Principal, and ___________________________ as Surety, are hereby held and firmly bound unto the Peachtree City Airport Authority, OWNER, in the penalty sum of ______________________________________________ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns.

Signed, this __________ day of _______________________, 20__.

The conditions of the above obligation is such that whereas the Principal has submitted to the Peachtree City Airport Authority certain BID, attached hereto and hereby made a part hereof to enter into a Contract in writing for the construction of the Terminal Apron Expansion.

NOW THEREFORE,

(a) If said Bid shall be rejected, or in the alternate,

(b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the Form of Agreement attached hereto (properly completed in accordance with said Bid) and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said BID, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The Surety, for value received, hereby stipulates and agrees that obligations of said Surety and its Bonds shall be in no way impaired or affected by any extension of the time within which the Owner may accept such BID; and said Surety does hereby waive notice of any such extension.

Addendum No. 2 - B-10

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above.

__________________________________(L.S.)

Principal

Surety

By:________________________________

(SEAL)

(1) Date of Bond must be same date as Bid.

(2) Bond must be signed or countersigned by Surety's proper Georgia Resident Agent. Date of

Power-of-Attorney shall be same date as date of Bond.

(3) If a Partnership, all partners shall execute Bond.

Addendum No. 2 - B-11

FORM OF NON-COLLUSION AFFIDAVIT

(This Affidavit is Part of Bid)

STATE OF _______________________ )

) SS.

COUNTY OF _____________________ )

_________________________________________________________________being first duly sworn, deposes and says that he is (Sole owner, partner, president, secretary, etc.) of the party making the foregoing BID that such BID is genuine and not collusive or sham; that said BIDDER has not colluded, conspired, connived, or agreed, directly or indirectly, with any BIDDER or person, to put in a sham BID, or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly sought by agreement or collusion, or communication or conference, with any person, to fix the Bid Price of affiant or any other BIDDER, or to fix any overhead, profit or cost element of said Bid Price, or of that of any other BIDDER, or to secure any advantage against OWNER any person interested in the proposed

Contract; and that all statements in said Proposal or Bid are true; and further, that such BIDDER has not, directly or indirectly submitted this BID, or the contents thereof, or divulged information or date relative thereto to any association or to any member or agent thereof.

(Bidder)

Sworn to and subscribed before me this

___________ day of ________________, 20___.

Notary Public in and for

______________ County ___________________

My Commission expires _____________, 20___.

Addendum No. 2 - B-12

EQUAL OPPORTUNITY REPORT STATEMENT

AS REQUIRED BY 41 CFR 60-1.7(b)

(This Report is Part of the Bid)

The Bidder (Proposer) shall complete the following statement by checking the appropriate blanks.

Failure to complete these blanks may be grounds for rejection of bid:

1. The Bidder (Proposer) has _____ has not _____ developed and has on file at each establishment affirmative action programs pursuant to 41 CFR 60-1.40 and 41 CFR 60-2.

2. The Bidder (Proposer) has _____ has not _____ participated in any previous contract or subcontract subject to the equal opportunity clause prescribed by Executive Order 11246, as amended.

3. The Bidder (Proposer) has _____ has not _____ filed with the Joint Reporting Committee the annual compliance report on Standard Form 100 (EEO-1 Report).

4. The Bidder (Proposer) does _____ does not _____ employ fifty (50) or more employees.

NAME OF BIDDER: ________________________

BY: ________________________________

TITLE: _______________________________

DATE: _______________________________

Addendum No. 2 - B-13

CERTIFICATION OF NON-SEGREGATED FACILITIES

AS REQUIRED BY 41 CFR PART 60-1.8

This section applies to all construction contracts greater than $10,000:

The federally assisted construction Contractor certifies that he does not maintain or provide, for his employees, any segregated facilities at any of his establishments and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction Contractor certifies that he will not maintain or provide, for his employees, segregated facilities at any of his establishments and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction Contractor agrees that a breach of this certification is a violation of the equal opportunity clause in this contract.

As used in this certification, the term “segregated facilities” means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment area, transportation, and housing facilities provided for employees which are segregated by explicit directives or are in fact segregated on the basis of race, color, religion, or national origin because of habit, local custom, or any other reason. The federally assisted construction Contractor agrees that (except where he has obtained identical certifications from proposed Subcontractors for specific time periods) he will obtain identical certifications from proposed Subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause and that he will retain such certifications in his files.

Certification - The information above is true and complete to the best of my knowledge and belief.

(Please type)

Name and Title of Signer

Signature Date

Company Address

Note: The penalty for making false statements in an offer are prescribed in 18 U.S.C. 1001.

Addendum No. 2 - B-14

PERFORMANCE OF WORK BY SUBCONTRACTORS

The BIDDER hereby states that he proposes, if awarded the Contract, to use the following subcontractors on this project: List below all proposed subcontractors and trade specialties. (List only one subcontractor for each item.) (If NONE, then state NONE.)

Terminal Apron Expansion

NAME OF

SUBCONTRACTOR

ADDRESS

(COUNTY,

STATE)

TYPE OF WORK

SUBCONTRACTED

SUBCONTRACT

VALUE

Estimated Total Cost of Items that BIDDER states will be performed by Subcontractor(s): $_______________________

Addendum No. 2 - B-15

CERTIFICATION REGARDING FOREIGN PARTICIPATION

AS REQUIRED BY 49 CFR PART 30

The contractor or subcontractor, by submission of an offer and/or execution of a contract, certifies that it:

a. is not owned or controlled by one or more citizens or nationals of a foreign country included in the list of countries that discriminate against U.S. firms published by the Office of the United States Trade Representative (USTR);

b. has not knowingly entered into any contract or subcontract for this project with a contractor that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list;

c. has not procured any product nor subcontracted for the supply of any product for use on the project that is produced in foreign country on said list.

Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to a contractor or subcontractor who is unable to certify to the above. If the contractor knowingly procures or subcontracts for the supply of any product or service of a foreign country on the said list for use on the project, the Federal Aviation Administration may direct, through the sponsor, cancellation of the contract at no cost to the Government.

Further, the contractor agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in each contract and in all lower tier subcontracts. This contractor may relay upon the certification of a prospective subcontractor unless it has knowledge of the certification of erroneous.

The contractor shall provide immediate written notice to the sponsor if the contractor learns that his certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The subcontractor agrees to provide immediate written notice to the contractor, if at any time it learns that its certification was erroneous by reason of changed circumstances.

This certification is a material representation of fact upon which reliance was placed when making the award. If it is later determined that the contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct, through the sponsor, cancellation of the contract or subcontract for default at no cost to the Government.

Addendum No. 2 - B-16

Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

This certification concerns a matter within the jurisdiction of an agency of the United State of America and the making of a false, fictitious, fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001.

Signature of Contractor Title

Addendum No. 2 - B-17

CERTIFICATION REGARDING DEBARMENT, SUSPENSION

INELIGIBILITY, AND VOLUNTARY EXCLUSION

AS REQUIRED BY 49 CFR PART 29

The bidder/offeror certifies, by submission of this proposal or acceptance of this contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts.

Where the bidder/offer/contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation of this solicitation/proposal.

Addendum No. 2 - B-18

CERTIFICATION OF ELIGIBILITY – DAVIS BACON ACT

AS REQUIRED BY 29 CFR PART 5

By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).

No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).

Compliance with Davis Bacon Act, all rulings and interpretations of the Davis Bacon Act contained in 29 CFR Part 5 are herein incorporated in this Contract.

The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001.

Addendum No. 2 - B-19

BUY AMERICAN CERTIFICATION - STEEL AND MANUFACTURED

PRODUCTS FOR CONSTRUCTION CONTRACTS (JAN 1991)

AS REQUIRED BY TITLE 49 U.S.C., CHAPTER 501

(a) The Contractor certifies that only domestic steel and manufactured products will be used by the Contractor, subcontractors, materialmen, and suppliers in the performance of this contract, as defined in (b) below.

(b) The following terms apply to this clause:

1. Steel and manufactured products. As used in this clause, steel and manufactured products include (1) those produced in the United States or (2) a manufactured product produced in the United States, if the costs of its components mined, produced or manufactured in the United States exceeds 60 percent of the cost of all its components and final assembly has taken place in the United States.

2. Components. As used in this clause, components means those articles, materials, and supplies incorporated directly into steel and manufactured products.

3. Cost of Components. This means the costs for production of the components, exclusive of final assembly labor costs.

Addendum No. 2 - B-20

BIDDER QUALIFICATION QUESTIONNAIRE

Submitted by:

Name of Bidder

General Contractor's License #

( ) An Individual ( ) A Partnership ( ) A Corporation

Federal Identification #

Principal Office Address:

(1) How many years has your organization been in business as a contractor under your present name?

(2) How many years experience in construction work has your organization had as a general contractor?

As a Subcontractor?

(3) List below the requested information concerning projects your organization has completed in the last five (5) years for the type of work required in this project. (Use additional sheets if necessary)

Project Contract Required Actual Name/Address/Tel Title Amount Completion Date Completion Date of Owner

Addendum No. 2 - B-21

Project Contract Required Actual Name/Address/Tel Title Amount Completion Date Completion Date of Owner

(4) Have you ever failed to complete any work awarded to you? If so, where and why?

(5) Has any officer or partner of your organization ever been an officer or partner of some other organization that failed to complete a construction contract? If so, state name of individual, name of other organization, and reason therefore.

(6) Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name? If so, state name of individual, name of owner and reason therefor.

(7) Give below any information which would indicate the size and capacity of your organization, including number of employees, equipment owned by your organization, etc., which are available for utilization on this Contract.

Addendum No. 2 - B-22

(8) What is your bonding capacity?

(9) What amount of your bonding capacity has been used as of the date of this bid?

(10) How many applications for performance and payment bonds have you made in the last three (3) years?

(11) How many of these applications were not approved?

(12) Have any claims been filed against your surety bond company in the last five (5) years? If so, describe the nature of the claims and give the names of the surety companies, dates of each claim, identifying numbers of each claim, amounts of each claim, and the status of each claim. (Use additional sheets if necessary.)

(13) Has your company been in disputes or litigation in the last five (5) years over construction projects which are completed or still pending for completion? If so, describe the nature of the disputes or litigation and state the Owner's Name, Address, Telephone, and amount of disputes or litigation. (Use additional sheets if necessary.)

Addendum No. 2 - B-23

I, the undersigned, do hereby declare that the foregoing statements are true and correct, all as of the date…