Addendum No. 2 Page 1 of 3 July 31, 2020

NAPLES AIRPORT

ADDENDUM NUMBER TWO

TO THE

BID DOCUMENTS PACKAGE DATED JULY 2020

FOR

NORTH GA RAMP REHABILITATION

NAPLES, FLORIDA

The Documents Covering the Above Described Work Were Prepared By:

AVCON, INC. 5555 East Michigan Street, Suite 200

Orlando, Florida 32822-2779 (Tel) 407.599.1122 (Fax) 407.599.1133

ADDENDUM NO. 2 – DATE: JULY 31, 2020 Note: The bidder shall acknowledge receipt of this Addendum on the Proposal Form, Page “111 - 3” in the space provided.

Addendum No. 2 Page 2 of 3 July 31, 2020

ADDENDUM NUMBER 2

Naples Airport North GA Ramp Rehabilitation

July 31, 2020

CHANGES TO PROJECT MANUAL

1. Page 111-5, Bid Form – The Bid Form has been revised and is reissued (in Excel).

2. Specification P-101 – Add the following paragraphs:

101-4.8 UTILITY CUT. The unit of measurement for utility cut shall be per square yard (SY). Utility cut shall include removal of pavement, base, and subgrade material sufficient to construct utilities, including but not limited to trench drains, and trench drain outfall pipes to their points of connection to discharge structures. Sides of utility cuts shall be clean, neat, as uniformly vertical as possible, and as per the dimensions where shown on the Drawing Details.

101-4.9 SELECT ASPHALT REMOVAL. The unit of measurement for select asphalt removal is per square yard (SY). This item is separate from item 101-4.1, and it shall consist of the removal of asphalt pavement in areas subject to the requirements of Specification Section 210 – Reworking Lime Rock Base. The asphalt shall be sufficiently removed by milling, or other means, so as to not contaminate the lime rock base being reworked.

And add the following Pay Item:

Item P-101-9 Select Asphalt Removal -- per Square Yard (SY)

Specification P-101 is not reissued with this Addendum.

3. Specification 210 – Add the following sentence to the end of Paragraph 210-4.1:

For Measurement and Payment of select asphalt removal in areas of reworking lime rock base, see Specification Section P-101.

Specification 210 is not reissued with this Addendum.

CHANGES TO DRAWINGS 1. Sheet G001 – The Cover Sheet Revision Block has been edited for Addendum No. 2.

Sheet G001 is not reissued with this Addendum.

2. Sheet G002 – The Summary of Quantities has changed and Item P-101-9 has been added.

Sheet G002 is not reissued with this Addendum.

Addendum No. 2 Page 3 of 3 July 31, 2020

QUESTION 1. Since all pages in Section 111 are to be included with the bid could you provide revised

pages 111-02 and 111-15? RESPONSE: Yes, attached.

ATTACHMENTS ➢ Reissued Bid Form (in Excel) – email Sue Finney for spreadsheet: sfinney@avconinc.com ➢ Page 111-02 (no change; just clean print) ➢ Page 111-15 (no change; just clean print)

END OF ADDENDUM NO. 2

NAPLES AIRPORT

NORTH GA RAMP REHABILITATION

BID FORM

INDEXPAY

ITEMDESCRIPTION UNIT EST. QTY UNIT PRICE EXTENSION

1 C‐100‐1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) LS 1 $0.00

2 C‐102‐1TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, 

AND SILTATION CONTROLLS 1 $0.00

3 C‐105‐1 MOBILIZATION LS 1 $0.00

4 C‐105‐2 PIPE VIDEO INSPECTION LS 1 $0.00

5 C‐106‐1 SAFETY, SECURITY, AND MAINTENANCE OF TRAFFIC LS 1 $0.00

6 M‐020‐1 TIEDOWN ANCHORS, NEW EA 200 $0.00

7 D‐701‐1 12‐INCH TRENCH DRAIN WITH LOAD CLASS E GRATES LF 150 $0.00

8 D‐701‐2 8‐INCH TRENCH DRAIN WITH LOAD CLASS E GRATES LF 150 $0.00

9 D‐701‐3 SCH. 40 6‐INCH PVC PIPE LF 90 $0.00

10 D‐701‐4 SCH. 40 8‐INCH PVC PIPE LF 200 $0.00

11 D‐701‐5 DESILT, CLEAN, AND CCTV INSPECT EXISTING 36" RCP LF 350 $0.00

12 D‐751‐1 FDOT TYPE J STORM MANHOLE EA 10 $0.00

13 D‐751‐2 MODIFICATION TO EXISTING MANHOLE EA 10 $0.00

14 D‐751‐3 CONNECTION TO EXISTING DRAIN BASIN STORM INLET EA 10 $0.00

15 D‐751‐4 CLEANING AND SEALING MANHOLE/INLET CRACK/JOINT EA 10 $0.00

16 P‐101‐1 PAVEMENT REMOVAL (ASPHALT AND BASE) SY 2,580 $0.00

17 P‐101‐2 COLD MILLING (3" NOMINAL DEPTH) SY 4,000 $0.00

18 P‐101‐3 COLD MILLING (4" NOMINAL DEPTH) SY 20 $0.00

19 P‐101‐4 COLD MILLING (5" NOMINAL DEPTH) SY 210 $0.00

20 P‐101‐5 REMOVAL OF PIPE (8" SANITARY) LF 10 $0.00

21 P‐101‐6 REMOVAL OF SANITARY MANHOLE EA 10 $0.00

22 P‐101‐7 REMOVAL OF AIRCRAFT TIEDOWN ANCHORS EA 220 $0.00

23 P‐101‐8 UTILITY CUT SY 180 $0.00

24 P‐101‐9 SELECT ASPHALT REMOVAL SY 30,830 $0.00

25 P‐152‐1 UNCLASSIFIED EXCAVATION CY 80 $0.00

26 P‐152‐2 EMBANKMENT FILL CY 1,500 $0.00

27 P‐153‐1 CONTROLLED LOW‐STRENGTH MATERIAL (CLSM) CY 50 $0.00

28 P‐153‐2 FLOWABLE FILL 8‐INCH SANITARY BACKFILL CY 230 $0.00

29 P‐211‐1 LIME ROCK BASE COURSE SY 5,100 $0.00

30 210‐1LIME ROCK BASE COURSE, NEW MATERIAL (RE‐WORK BASE 

ONLY), (VARIABLE DEPTH, 4 INCH MAX.)CY 5 $0.00

31 210‐2 RE‐WORK LIME ROCK BASE SY 30,830 $0.00

32 P‐401‐1 ASPHALT SURFACE COURSE TN 6,820 $0.00

33 P‐602‐1EMULSIFIED ASPHALT PRIME COAT (0.10 GALLON PER 

SQUARE YARD)GA 370 $0.00

BASE BID

CONTRACTOR:

AVCON, INC. 111-5

JULY 2020ADDENDUM NO. 2 - JULY 31, 2020ADDENDUM NO. 1 - JULY 24, 2020

PLEASE U

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NAPLES AIRPORT

NORTH GA RAMP REHABILITATION

BID FORM

(continued)

INDEXPAY

ITEMDESCRIPTION UNIT EST. QTY UNIT PRICE EXTENSION

34 P‐603‐1EMULSIFIED ASPHALT TACK COAT (0.06 GALLON PER 

SQUARE YARD)GA 250 $0.00

35 P‐610‐1 CONCRETE (4‐INCH THICK RIBBON APRON) SY 110 $0.00

36 P‐610‐2 CONCRETE (5‐INCH THICK RIBBON APRON) SY 360 $0.00

37 P‐620‐1PERMANENT YELLOW PAVEMENT MARKING WITH 

REFLECTIVE MEDIASF 8,210 $0.00

38 P‐620‐2PERMANENT BLACK PAVEMENT MARKING WITHOUT 

REFLECTIVE MEDIASF 22,130 $0.00

39 P‐620‐3 TEMPORARY PAVEMENT MARKING SF 8,210 $0.00

$0.00

INDEXPAY

ITEMDESCRIPTION UNIT EST. QTY UNIT PRICE EXTENSION

AA‐1 C‐105‐1 MOBILIZATION LS 1 $0.00

AA‐2 P‐101‐1 PAVEMENT REMOVAL (ASPHALT AND BASE) SY 1,120 $0.00

AA‐3 P‐101‐2 COLD MILLING (3" NOMINAL DEPTH) SY ‐2,140 $0.00

AA‐4 P‐101‐3 COLD MILLING (4" NOMINAL DEPTH) SY 2,140 $0.00

AA‐5 P‐101‐9 SELECT ASPHALT REMOVAL SY ‐1,120 $0.00

AA‐6 P‐152‐1 UNCLASSIFIED EXCAVATION CY 70 $0.00

AA‐7 P‐211‐1 LIME ROCK BASE COURSE SY 1,120 $0.00

AA‐8 210‐2 RE‐WORK LIME ROCK BASE SY ‐1,120 $0.00

AA‐9 P‐401‐1 ASPHALT SURFACE COURSE TN 1,430 $0.00

$0.00

TOTAL BASE BID (IN NUMERALS) $0.00TOTAL BASE BID (IN WORDS)

TOTAL ADD ALT 1 (IN NUMERALS) $0.00TOTAL ADD ALT 1 (IN WORDS)

TOTAL BID (BASE BID + AA1) (IN NUMERALS) $0.00TOTAL BID (BASE BID + AA1) (IN WORDS)

Signed:

CONTRACTOR: 0

(Print Bidder's Name)

TOTAL ADDITIVE ALTERNATE 1

TOTAL BASE BID

BASE BID (cont.)

ADDITIVE ALTERNATE 1

AVCON, INC. 111-6

JULY 2020ADDENDUM NO. 2 - JULY 31, 2020ADDENDUM NO. 1 - JULY 24, 2020

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PROPOSAL

AVCON, INC. 111 - 2 JULY 2020 ADDENDUM NO. 1 – JULY 24, 2020

NAPLES AIRPORT NORTH GA RAMP REHABILITATION

It is understood that this proposal is submitted for the purpose of obtaining the work included in subject project at the Naples Airport, Naples, Florida. Said work includes the following primary items.

NORTH GA RAMP REHABILITATION Plan Sheets G001 thru C905 1 to and including 59,, inclusive

The bidder’s attention is called to the fact that the estimate of quantities of work to be done and materials to be furnished under these Specifications, as shown on the proposal form is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. The OWNER reserves the right to increase or diminish any or all of the above mentioned quantities of work or to omit any of them as it may deem necessary. The Contractor further agrees to accept the “Unit Bid” Prices in compensation for any additions or deductions caused by variation in quantities due to more accurate measurement, or by any changes or alterations in the plans or specifications of the work. Payment will be made by OWNER for actual quantities.

The OWNER reserves the right to award any, all, or none of the alternate or additive alternate bid items.

The bidder agrees that this proposal will remain valid and in full force and effect for a minimum

period of 60 (sixty) 180 days (one hundred eighty) following the official bid opening date.

The bidder agrees that within fifteen (15) days of receipt of written notice of any award of the contract that he will execute the contract contained in the Proposal, in accordance with the bids as accepted, and will furnish the required performance bond, payment bond and insurance affidavits with good and sufficient surety or sureties, as required by the specifications.

The bidder further agrees that if awarded the contract, he will commence the work within ten (10) days of the date of receipt of a “Notice to Proceed”, provide that plant and equipment as set forth in the Plant and Equipment Schedule, and that he will fully complete the work ready for use within the 188 calendar days as follows, after the date of receipt of a “Notice to Proceed.”

PHASE

(Refer to CSPP for Description of Major Work)

DURATION (Calendar Days –

also refer to CSPP)

LIQUIDATED DAMAGES by Phase or

Component of Phase

PHASE 1 42 Days from NTP $1,000 for every day past day

PHASE 2 25 Days $1,000 for every day past day

PHASE 3 5 Days $1,000 for every day past day

PHASE 4 5 Days $1,000 for every day past day

TOTAL ACTIVE CONSTRUCTION

77 Days $1,000 per calendar day

past duration

It is understood that for each calendar day that any work remains uncompleted after the contract time has expired for that schedule or for the entire contract, or failure to open on time (including all extensions and adjustments as provided in the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME), the sum of $2,000 $1,000 per day as liquidated damages will be deducted from any money due or to become due the Contractor or his surety. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages that will be incurred by the OWNER should the Contractor fail to complete the work in the time provided in his contract.

Enclosed is security as required, consisting of bid bond payable in the amount of . This amount equals five percent of the total amount bid.

PROPOSAL

AVCON, INC. 111 - 15 JULY 2020 ADDENDUM NO. 1 – JULY 24, 2020

NAPLES AIRPORT NORTH GA RAMP REHABILITATION

DISADVANTAGED BUSINESS ENTERPRISE PROGRAM

The undersigned bidder/offeror has satisfied the requirements of the bid specification in the following manner (please check the appropriate space):

The bidder/offeror is committed to a minimum of 8.95% DBE utilization on this contract.

The bidder/offeror (if unable to meet the DBE goal of 8.95%) is committed to a minimum

of % DBE utilization on this contract and submits documentation demonstrating good faith efforts.

Name of bidder/offeror’s firm:

State Registration No.

By: (Signature)

(Title)

DISADVANTAGED BUSINESS ENTERPRISE SUBCONTRACTS

* DBE Subcontractors Names/Addresses/ Phone Numbers Subcontract Work Item

Dollar Value of Subcontract Work

* Submit “Letter of Intent” for each DBE subcontractor as a condition of responsiveness.