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Home My WebLink About2002 JACO Airfield Construction, Inc� 2 4 Regular City Council Meeting October 23, 2002 Page Three Bill Germann said he used bluestone to solve this problem in New Jersey. Mayor Barnes suggested a workshop on this matter in the not too distant future. G. Staff Presentation on Discretionary Sales Tax Extension The Finance Director gave a brief powerpoint presentation on the proposed extension of the discretionary sales tax, a referendum question on the Indian River County ballot November 5, 2002. TAPE 1— SIDE II (8:08 p.m.) He then responded to questions from City Council. 7. CONSENT AGENDA All Items on the consent agenda are considered routine and will be enacted by one motion. Thera will be no separate discussion of consent agenda Items unless a member of City Council so requests; in which event, the Item will be removed and acted upon separately. A. Approval of Minutes - 10/9/2002 Regular Meeting 02.023 B. Receive Code Enforcement Orders: Case No. 2001-0023990 — William Warren Stevens - Ordered April 17, 2002 and August 21, 2002 (City Clerk Transmittal 10/17/02, Orders) 02.025 C. Grant Award/Waterway Boating Safety Project Agreement (City Manager Transmittal 10/8/02 Agreement) 02.209 D. Award Airfield Perimeter Fencing Contract to Smith Industries, Inc. in the Amount of $365,312.00 (Airport Transmittal 10/16/02, LPA Group Letter, Bid Tab) 02.107 E. Authorize Change Order #1 to Runway 4-22 Edge Lighting Contract (Airport Transmittal 10/16/02, Estimate) 02.069 F. Authorize the Award and Execution of the Obstruction Clearing (Phase 1) of Runway 9-27 Contract to All -Rite Paving Contractors, Inc. and ASI Paving Incorporated (Joint Venture) in the Amount of $186,963.00 (Airport Transmittal 10/17/02, Bid Tab, LPA Letter) 02.230 G. Waive Purchasing Procedures and Authorize the Purchase of Six Toshiba Laptops in the amount of $9,982.20 (Finance Transmittal 10/17/02) 02.137 H. Approve Purchase of Three Half Ton Chevrolet Silverado 2003 Pickup Trucks at a Cost of $15,447 each from Maroone Chevrolet Based on Piggyback Prices from the Florida Sheriffs Association (PW Transmittal 10/17/02, Quote) Regular City Council Meeting October 23, 2002 Page Four 02.137 I. Approve Purchase of One Chevrolet Silverado 2003, 1500'/ Ton Pickup 4x2 at a Cost of $15,447.00 from Maroone Chevrolet Based on Piggyback Prices from the Florida Sheriffs Association (Stormwater Utility Transmittal 10/17/02, Quote) Mayor Barnes removed item B for discussion. MOTION by Majcher/Barczyk "I make a motion to approve consent agenda item A, through, A, C, D E F G H and i." ROLL CALL: Mayor Barnes — aye Mr. Hill — aye Mr. Barczyk — aye Mr. Coniglio — aye Mr. Majcher — aye MOTION CARRIED 5-0 Item B The City Attomey responded that the Stevens problem had been cleared up. MOTION by Barnes/Hill "Okay, I'll move to approve item B." ROLL CALL: Mr. Hill — aye Mr. Barczyk — aye Mr. Coniglio — aye Mr. Majcher — aye Mayor Barnes — aye MOTION CARRIED 5-0 8. PUBLIC HEARING - None 4 J -- - wi� MUNICIPAL AIRPORT City of Sebastian, Florida Subject: Change Order #1 to Runway 4-22 Agenda No. 02— 1 C 7 Edge Lighting Contract Department Origin: Airport Approved for Submittal by: Dept. Head: Ter ce ore anager Finance: – General Services: AQ. - Date Submitted: Submitted: 10/16/02 For Agenda of: 10/23/2002 Exhibits: Fee estimate from JACO Airfield Construction EXPENDITURE AMOUNT BUDGETED: APPROPRIATION REQUIRED: $12,800 $16,658 REQUIRED: N/A SUMMARY Earlier this year, the City of Sebastian awarded a contract to JACO Airfield Construction, Inc. to install edge lighting on Runway 4-22. As you may recall, the project had to be bid twice, as the first bids received were all nearly $100,000 over the budgeted amount. After evaluating the initial bids, staff discovered that most of this $100,000 came from backfilling the trenches for the lights. When the project was re -bid, the backfilling of the trenches was intentionally left out, as it was estimated that our own City crews could complete this portion of the project for approximately $20,000. After discussing this with JACO, they suggested that they could perform this task for $12,800, far less than it would cost us to do it ourselves. This is primarily because they will already have concrete trucks and crews on site for other parts of the project, so adding this small amount of work is relatively minor to them. In summary, by authorizing a change order in the amount of $12,800 to JACO Airfield Construction, this project can be completed without requesting an appropriation. In addition, City crews will be able to continue serving our residents rather than being devoted to this project until its completion. Airport staff will be present during your October 23, 2002, regularly scheduled meeting, should you have any questions. RECOMMENDATION Move to authorize Change Order #1 to Runway 4-22 Edge Lighting Contract with JACO Airfield Construction, Inc. in the amount of $12,800.00 Oct 14 02 04:16p Jaca Electric, Inc. 706 485 5867 p.l JACO AIRFIELD CONSTRUCTION, INC 1071 Greensboro Road, Eatonton, Georgia 310"c4 Phone (706) 485-5434 Fax (706) 485-5867 DATE: October 1.4, 2002 TO: Mr. Jason Milewski Sebastian Municipal Airport FROM: Clint Butler Project Manger RE: Runway 04-22 MM — Backfill Proposal — Option No. 2 JACO Airfield Construction, Inc. proposes: Backfill up to 6400 LF of trench for an additional 18" Backfill with material originally removed from the trench and 6" of low -'strength Portland cement concrete For lump sum price of $ 12,800.00. * *Said backfill will be for LF covered in the scope of work for line item L-110-3 per plans and specifications. Should material originally removed from the trench be or become unsuitable to use for backfill, JACO will advise Sebastian Airport of same and notify of additional cost. Sebastian Airport will pay JACO $2.00 per LF of any backfill quantity exceeding the 6400 LF. Please return executed, approved copy of this proposal prior to onset of trenching activities. Jason Milewski, Airport Director Date JACO AIRFIELD CONSTRUCTION, INC. 1071 GREENSBORO ROAD EATONTON. GEORGIA 31024-5538 "Professionally Serving Airports Worldwide" Brenda P. Green PHONE (706) 485-5434 President FAX (706) 485-5867 JACO AIRFIELD CONSTRUCTION, INC 1071 Greensboro Road, Eatonton, Georgia 31024 Phone(706)485-5434 Fax (706)485-5867 July 3, 2002 Ms. Jean M. Tarbell Executive Assistant City of Sebastian 1225 Main Street Sebastian, FL 32958 RE: Runway 4-22 Medium Intensity Runway Edge Lighting Sebastian Municipal Airport Dear Ms. Tarbell: Enclosed please find one original executed contract for the above referenced project, which also includes JACO's insurance certificate and contractors payment and performance bonds. Please advise if you have any questions or need additional information. Sincerely, Brenda P. Green President BPG/cs Enc. ACORD,„ CERTIFICATE OF LIABILITY INSURANCE osiz812 02 PRODUCER (478)474-6468 FAX (478)474-0116 Allen & Lambert, Inc. 1760 Bass Rd., Suite 101 P.O. Box 28410 Macon, GA 31221-8410 THIS CERTIFICATE IS ISSUED AS A M/gTTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORD RAGE INSURED Jaco Airfield Construction Co. 1071 Greensboro Rd. NE Eatonton, GA 31024 - INSURER A: XL Specialty INSURER B: Auto Owners Insu nc INSURER C: FCCI Insurance C meanies INSURER D: Peerless Insuran 4. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER PO ICY EFFECTIVE DATE MM/DD POLICY EXPIRATION DATE MMIDDlY1' LIMITS GENERAL LIABILITY AL00975CGL 07/01/2002 07/01/2003 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any one lire) S 100,000 X COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) S 5,000 CLAIMS MADE M OCCUR PERSONAL& ADV INJURY $ 1,000,000 A GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGO S 2,000,000 17 POLICY T PRO- LOC JECT AUTOMOBILE X LIABILITY ANY AUTO AL0087SBA 07/01/2002 07/01/2003 COMBINED SINGLE LIMIT (Ee ecddenl) $ 1,000,000 BODILY INJURY (Per person) $ B X X X ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS HIRED PHYSICAL DAMAGE LIMIT $50,000, $100 BODILY INJURY S (Per e¢Ident) PROPERTY DAMAGE $ (Per accident) EDUCTIBLE COMPREHENSIVE, 500 DEDUCTIBLE COLLISION GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EAACC $ ANY AUTO AUTO ONLY: AGG S EXCESS LIABILITY EACH OCCURRENCE S AGGREGATE S OCCUR ❑ CLAIMS MADE $ $ DEDUCTIBLE $ RETENTION S WORKERS COMPENSATION AND AL0087SWC 07/01/2002 07/01/2003 TORY LIMITS ER E.L. EACH ACCIDENT S 11000,000 C EMPLOYERS' LIABILITY E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE -POLICY LIMB $ 1,000,000 D eased or Rented quipment LOO875IM 07/01/2002 07/01/2003 $250,000 max any one item/ $500,000 aggregate Ded.: $SOO DESCRIPTION OF OPERATIONSILOCATIONSrVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS E: R/W 4-22 Medium Intensity R/W Edge Lighting, City of Sebastian Municiple Airport,JACO Project FL37 City of Sebastian is named additional insured for the above job. UCI[ I ItIUA I C MULUCK I I ADDITIONAL INSURED: INSURER LETTER: City of Sebastian 1225 Main St. Sebastian, FL 32958 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY VALL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY smvn11SNw NOI1tl1710dSNVU. dnoas 4u—mVdl 3H1 [ullft. \'•llM"i vwHo'I3 `AidIZSvgaS Ao )i.LIO lo3 pa.n;dald wamoIS3Q.LO3f02Id v SJNV.LIfISNOO NOLLV.-do(ISNV,&L `dno-do VclI3I-LL v .LZIOdWIV'IVdIOIKaW NVILSVH3S 30 AJIO H. im NOLLVd3d000 NI SHOIMdaS'IW3NH0 30 JXaKLUVdHQ NVLLSVHHS AO ADD AS auvclHud DNILHOIrl a9Qa AVA/Will AIISI HINI NflI(l:lw ZZ-tl AVA,NAH S,LN:gwflDoQ (lig 2io•uupsegas;oM!o@n lauSvmd = -I[Vw-a 6b10 -I89 (199) XVd IbZ8-88£ (199) aNOHda'IaL 896Z£ ` MO'Id `NV I.ISdg3S — ZHaILLS NIVNI SZZI 830VNV W .1.1.10 3H1 d0 301"0 3HI d0 NOISIAIO V 'HOiV dISlNMCIV S9D1MdaS gWaMaD aNvisl NvDi a Ao moH ;57 ,nj, 10 un ACORD. CERTIFICATE OF LIABILITY INSURANCE os/2m8/2 2 PRODUCER (478)474-6468 FAX (478)474-0116 Allen & Lambert, Inc. 1760 Bass Rd., Suite 101 P.O. Box 28410 Macon, GA 31221-8410 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED ]aco Airfield Construction Co. 1071 Greensboro Rd. NE Eatonton, GA 31024 INSURER XL Specialty INSURERS: Auto Owners Insurance Co. NsuRERc: FOCI Insurance Companies INsuRERD: Peerless Insurance Co. INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INR L TYPEOFINSURANCE POLICY NUMBER PDATE INDOM) PDATE MM/DD I LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE O OCCUR 4LOO87SCGL 07/01/2002 07/01/2003 EACH OCCURRENCE S 1,000,000 FIRE DAMAGE (Any Ona fire) $ 100,000 MED EXP (Any we person) $ 5,000 PERSONAL& ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRO- LOC 17 POLICYX JEC PRODUCTS - COMP/OP AGG S 2,000,000 B AUTOMOBILE X X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULEDAUTOS HIREDAUTOS NON -OWNED AUTOS AL0087SBA HIRED PHYSICAL DAMAGE LIMIT $50,000, $100 DEDUCTIBLE COMPREHENSIVE, SOO DEDUCTIBLE COLLISION 07/01/2002 07/01/2003 COMBINED SINGLE LIMB (Ea accident) 1,000,000 1,000,000 BODILY INJURY S (Per person) BODILY INJURY S (Per accident) PROPERTY DAMAGE $ (Par accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS LIABILITY OCCUR F—i CLAIMS MADE DEDUCTIBLE RETENTION S EACH OCCURRENCE S AGGREGATE S S $ S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 4LOO87SWC 07/01/2002 07/01/2003 1 TORYLIMITS I ER E.L. EACH ACCIDENT S 1,000,000 E.L. DISEASE - EA EMPLOYEE S 1,000,000 E.L. DISEASE -POLICY LIMIT S 1,000,000 D OTHER Leased or Rented Equipment AL00875IM 07/01/2002 07/01/2003 $250,000 Max any one item/ $500,000 aggregate Ded.: $500 DESCRIPTION OF OPERATONSA.00ATONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS E: R/W 4-22 Medium Intensity R/W Edge Lighting, City of Sebastian Municiple Airport,]ACO Project FL37 City of Sebastian is named additional insured for the above job. City of Sebastian 1225 Main St. Sebastian, FL 32958 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE GOA rHORIZED REPRESENTATIVE TABLE OF CONTENTS BIDDING REQUIREMENTS Notice of Invitation to Bid N -I Instructions to Bidders I13-1 to IB -10 BID FORMS Bid Schedule BS -1 to BS -6 Bid Bond B-1 to B-2 Noncollusion Affidavit B-3 Equal Opportunity Report Statement B-4 Certification of Nonsegregated Facilities B-5 Buy American Certificate (January 1991) B-6 Certification Regarding Foreign B-7 to B-8 Participation Certification Regarding Debarment, Suspension B-9 Ineligibility, and Voluntary Exclusion Florida Trench Safety Act Certification and B-10 to B-11 Disclosure Statement Performance of Work by Subcontractors B-12 Bidder Qualification Questionnaire B-13 to B-16 CONTRACTFORMS Contract C -I to C-8 Exhibit `A' EX -A-1 to EX -A-4 Certificate of Secretary CS -1 Performance Bond PF -1 to PF -3 Payment Bond PY-I to PY-3 eyI—r Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 1�1 iZ�EI TABLE OF CONTENTS GENERAL PROVISIONS Page Numbers Section 10 - Definition of Terms GP -10-1 to GP -10-5 Section 20 - Deleted OMITTED Section 30 - Deleted OMITTED Section 40 - Scope of Work GP -40-1 to GP -40-5 Section 50 - Control of Work GP -50-1 to GP -50-8 Section 60 - Control of Materials GP -60-1 to GP -60-4 Section 70 - Legal Relations and GP -70-1 to GP -70-8 01090 Responsibility to Public 01090-1 to 01090-2 Section 80 - Prosecution and Progress GP -80-1 to GP -80-6 Section 90 - Measurement and Payment GP -90-1 to GP -90-8 Section 100 - Deleted OMITTED Section 110 - Deleted OMITTED Section 120 - Required Bid and Contract Provisions GP -120-1 to GP -120-23 SUPPLEMENTARY CONDITIONS 00800 Supplementary Conditions 00800-1 to 00800-24 SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01000 Mobilization 01000-1 to 01000-1 01010 Scope of Work 01010-1 to 01010-4 01030 Airport Project Procedures 01030-1 to 01030-8 Appendix (FAA AC 150/5370-2c) 01040 Project Coordination 01040-1 to 01040-4 01060 Control of Erosion, Siltation and Pollution 01060-1 to 01060-3 01070 Abbreviations and Symbols 01070-1 to 01070-8 01090 Definitions 01090-1 to 01090-2 01150 Measurements and Payment 01150-1 to 01150-3 01300 Submittals 01300-1 to 01300-6 01400 Quality Control Services 01400-1 to 01400-2 01510 Temporary Facilities 01510-1 to 01510-3 01530 Airfield Temporary Barricades 01530-1 to 01530-2 01600 Material and Equipment 01600-1 to 01600-4 TABLE OF CONTENTS Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting TOC -ii DIVISION 1 - GENERAL REOUIREMENTS 01700 Contract Closeout P-300 Appendix: Affidavit of Payment; P-331 Affidavit of Release of Lien; P-620 Final Waiver of Lien; T-901 Contractor Warranty Form; Consent of Surety for Final Payment 01710 Cleaning and Disposal 01720 Project Record Documents 01740 Warranties and Bonds DIVISION 2 - SITEWORK P-211 Limerock Base Course P-300 Prime and Tack Coat P-331 FDOT Type'S' Asphaltic Concrete P-620 Pavement Marking T-901 Grassing DIVISION 16 — AIRFIELD LIGHTING Page Numbers 01700-1 to 01700-7 01710-1 to 01710-2 01720-1 to 01720-3 01740-1 to 01740-2 P-211-1 to P-211-5 P-300-1 to P-300-1 P-331-1 to P-331-1 P-620-1 to P-620-3 T-901-1 to T-901-5 L-108 Installation of Underground Cable for Airports L-108-1 to L-108-9 L-109 Installation of Airport Transformer Vault and Vault Equipment L-109-1 to L-109-12 L-110 Installation of Airport Underground Electrical Duct L-110-1 to L-110-6 L-125 Installation of Airport Lighting Systems L-125-1 to L-125-8 BORING INFORMATION Information from RWY-04-22 Project Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting TOC -iii BL -1 TO BL -5 NOTICE OF INVITATION TO BID SEALED BIDS FOR A LICENSED CONTRACTOR TO PERFORM INSTALLATION OF MEDIUM INTENSITY RUNWAY EDGE LIGHTING AT THE CITY MUNICIPAL AIRPORT, WILL BE ACCEPTED BY THE CITY OF SEBASTIAN, 1225 MAIN STREET, SEBASTIAN, FLORIDA 32958, UNTIL 2:00 P.M. ON THURSDAY, APRIL 11, 2002. BID ENVELOPES ARE TO BE MARKED AS FOLLOWS: BID: RUNWAY 4-22 LIGHTING OPEN: APRIL 11, 2002. na 2:00 P.M. The City of Sebastian is seeking bids from licensed contractors to perform installation of medium intensity runway edge lighting at the City of Sebastian Municipal Airport, including replacement of the electrical vault. The Contractor shall be able to be properly licensed in the City of Sebastian, & shall show proof of insurance to conduct its business, with all licenses, permits, & certificates as may be required by all local, State of Florida, & Federal Agencies. The Contractor shall submit a current license from the State of Florida & must be capable of obtaining the appropriate licenses and certificates in the City of Sebastian. Contractors interested in submitting a bid may pick up or request a bid package containing instructions for bidders and specifications from the Office of General Services 561-388-8203. There is a non-refundable cost of $63.00 for the bid package. All items bid shall conform to the Bid Documents unless specifically approved in advance in writing by the City. Any bids received without proof of Contractor's Licenses, Public Entity Crime Form, Drug Free Workplace Form, Proof of Insurance (in the amounts specified in the Bidding Documents), and Bid Bond equal to 5% of the base bid amount, may be considered incomplete and immediately disqualified. Any person or affiliate who has been placed on the convicted vendor list following conviction for a public entity crime may not submit a bid as proscribed by Section 287.133, F.S. This project does have a liquidated damages provision of $250.00 per day, and requires a payment & performance bond equal to 100% of the project amount. Questions concerning this bid should be directed to the General Services Administrator @ 561- 388-8241. There is a mandatory pre-bid conference scheduled for, Thursday, March 21, 2002 @ 2:00 P.M , at the address stated above in City Hall. Attendance is mandatory for all bidders. Bids duly submitted will be publicly opened & read aloud at the date & time specified above in City Hall. The City reserves the right to reject any & all bids, or to accept any bid or portion thereof deemed to be in the best interest of the City, and to waive any non -substantial irregularities. BY: City of Sebastian Paul L. Wagner, General Services Administrator N-1 CITY OF SEBASTIAN PRE-BID CONFERENCE (ONLY IF CALLED FOR IN THE NOTICE OF INVITATION TO BID) A mandatory pre-bid conference shall be held at the City of Sebastian City Hall, at that time and date specified in the Invitation to Bid. All prospective bidders are required to attend this conference. Questions concerning the project or bid requirements may be addressed at that time. 2. REQUIRED COPIES Two (2) sets of bids shall be submitted on the Bid Proposal Form provided, including any other forms, proofs, and documents as required. 3. SEALED BIDS Bids shall be enclosed in a sealed envelope which shall show (lower left corner) the name of the Bid, and the date and time of opening. The envelope shall also show the name and address of the Bidder. The Bid shall be submitted as stipulated in the Notice of Invitation. 4. BIDS NOT CONSIDERED Late Bids, telegraphed or faxed Bids and bids which do not conform to the instructions contained in the Notice Of Invitation To Bid. Bids may be withdrawn by fax or telegraph provided that such notices are received prior to the date and time specified in the Invitation. BID OPENING Bidders are welcome to attend the bid opening; however, attendance is not mandatory. Opening of the Bids will commence at the date and time specified in the Notice of Invitation To Bid, and publicly read aloud, providing one or more Bidders are in attendance. The Purchasing Agent or his designee shall be present at all Bid openings. 6. BID EXAMINATION Bid files may be examined during normal working hours, ten (10) days after bid opening, by appointment only, by contacting the City Clerk's office at 561-589-5330. 7. REQUIRED INFORMATION Bidders shall follow all instruction and provide all information requested on the bid proposal form. Bidders wishing to qualify all or any portion of the bid shall provide a hand printed or typed explanation on the bid or separate attachment to be submitted with the bid. 8. ACCEPTABLE BIDS Bid proposals shall be typewritten or filled in with ink. Any erasures or corrections must be initialed by the bidder in ink. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 9. NEW EQUIPMENT AND MATERIALS Prices shown on the bids must be prices for new equipment and materials, and the successful bidder shall warrant same for a period of not less than one (1) year from the installation date, or as stipulated in the agreement form submitted with the bidding documents. 10. SALES TAX Although the City of Sebastian is exempt from Federal and State Sales and Use taxes, Contractors or Vendors doing business with the City are not exempted from paying said taxes to their supplier for goods or services purchased to fulfill the contractual obligations with the City, nor shall any Contractor or Vendor be authorized to use the City's Tax Exemption Number in securing such materials. 11. CONFLICT OF INTEREST Contract Award is subject to provisions of State Statutes and City Ordinances. All Bidders must disclose with their bid the name of any officer, director, or agent who is also an employee of the City of Sebastian; further, all Bidders must disclose the name of any City employee who owns, directly or indirectly, an interest of ten percent (101/6) or more in the Bidder's firm or any of its branches. 12. LICENSING, CERTIFICATION, AND/OR REGISTRATION Contractors must show their current Contractors license. Prior to start of work, if the Bidder is a State Certified General Contractor, the Bidder must be registered with the City of Sebastian; if the Bidder is a State Registered General Contractor, then the Bidder must hold a Competency Card with the City. In any event, the Contractor shall contact the Administrative Assistant at the Building Department 561-589-5518 and insure compliance with all City ordinances, rules and regulations, including Building Permits if required. Lack of knowledge by the Bidder shall in no way be a cause for relief from responsibility. Failure to comply with the above may result in the rejection of the Bid. Two (2) copies of any license, or certification as required shall be submitted with the bidding documents. A letter must be obtained from the City's Building Department showing that you have complied with their requirements, & is required on this project prior to execution of a contract, & should be submitted to the General Services Administrator with any payment/performance bonds which may be required. Any Sub-Contractor(s) must also be certified. 13. CORRECTIONS, CANCELLATIONS, & WITHDRAWAL A. Bidders may be asked to provide further information after bid opening to determine the responsibility of the vendor. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting EM B. Waiver of Technicality; Information shall not be considered after the bid opening if it has been specifically requested to be provided with the bid and becomes a matter of responsiveness. The bid shall be considered responsive if it substantially conforms to the requirements of the Invitation to Bid. The City may waive any informality, technicality, or irregularity on any bid. A minor or non - substantive lack of conformity may be considered a technicality or irregularity which may be waived by the City. C. Mathematical errors; Errors in extension of unit prices or in mathematical calculations may be corrected. In cases of errors in mathematical computations, the unit prices shall not be changed. D. Cancellation or postponement; The City may cancel or postpone that bid opening or cancel the Invitation to Bid in its entirety. E. Withdrawal; Prior to any published bid opening date and time, a bidder may withdraw his or her bid in writing. A fax is permitted for this purpose, provided a confirming telecon is made. F. Amendments; Prior to any published bid opening date and time, a bidder may amend the bid provided that it is in writing, in a sealed envelope, and identified. 14. AVAILABILITY OF FUNDS The obligations of the City of Sebastian under this award are subject to the availability of funds lawfully appropriated for its purpose by the City Council of the City of Sebastian. 15. PUBLIC ENTITY CRIMES Any person or firm submitting a bid in response to this invitation must execute the attached SWORN STATEMENT UNDER SECTION 287.133, FLORIDA STATUES, PUBLIC ENTITY CRIMES, including proper check(s) in the space(s) provided, and enclose it with said bid. 16. DRUG-FREE WORKPLACE The Drug -Free Workplace form, as attached hereto, shall be submitted with the bidding documents. 17. BID GUARANTEE The Bidder warrants that the unit prices, terms, and conditions quoted in the bid will be firm for acceptance for a period of not less than sixty (60) days from the bid opening date. Such prices will remain firm for the period of performance of resulting purchase orders or contracts which are to be performed. 18. BID BOND (ONLY IF CALLED FOR IN THE NOTICE OF INVITATION TO BID) A Bid Bond equal to five percent (5%) of the bid amount shall be required on this project, and must be submitted along with the two (2) copies of the Bid, failure to do so will automatically disqualify the Bid. Unsuccessful bidders shall be entitled to return of surety after final award of bid. A successful bidder shall forfeit the amount of its security upon failure on his part to execute a agreement within ten (10) days after receipt of a proposed agreement from the City unless the time for executing the agreement is extended by the City. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 11 -IM 19. PAYMENT AND PERFORMANCE BONDS (ONLY IF CALLED FOR IN THE NOTICE OF INVITATION TO BID) A payment and Performance Bond equal to one hundred percent (1105) of the Agreement price shall be required on this project, and shall be provided by the successful bidder at the stipulated time of the execution of the agreement, failure to do so shall cause said bidder to be in default and forfeit his Bid Bond in its entirety. (Sample Forms are provided for information purposes.) NOTE: BID BOND AND PAYMENT AND PERFORMANCE BOND REQUIREMENTS: The bond (s) shall be provided by a surety company authorized to do business in the State of Florida, and approved by the City Manager and City Attorney. In lieu of a bond(s) the contractor may furnish as security in favor of the City a certified check, a cashiers check or an irrevocable letter of credit. The check or letter of credit shall be drawn on or issued by a bank authorized to do business in the State of Florida. The form of the check or letter or credit must be approved by the City Manager and City Attorney. Attorneys -in -fact who sign Bonds must file with each bond a certified and effective dated copy of their Power -of -Attorney. Surety companies executing Bonds must appear on the Treasury Department's most current list (Circular 570 as amended), and be authorized to transact business in the State of Florida. 20. LIQUIDATED DAMAGES (ONLY IF CALLED FOR IN THE NOTICE OF INVITATION TO BID) The City shall be entitled to liquidated damages in the amount as shown in the Notice of Invitation to Bid, per day for every day that the Contractor is late in completing the work as stipulated in the agreement, and bidding documents. Said damages shall be deducted by the City from monies due Contractor. 21. INSURANCE All bidders shall submit evidence of insurance as follows; Auto Liability, Workers Compensation, and General Liability, or as stipulated in any signed Agreement Document. Cost for all insurance shall be born by the bidder. All insurance shall be acceptable to the City in its sole discretion. 22. BID AWARD The contract/agreement will be awarded to the lowest responsive and responsible Bidder whose bid, conforming to the specifications and Instructions For Bidders, will be most advantageous to the City in consideration of price, time of performance, and other factors as determined by the City. 23. REJECTION OF BIDS Sebastian Municipal Auport R/W 4-22 Medium Intensity RNV Edge Lighting M The City reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time, or changes in the work, and to negotiate contract terms with the successful Bidder, and the right to disregard all non -conforming, non-responsive, imbalanced, or conditional Bids. More than one Bid from an individual, form or association under same or different names, will not be considered. Any or all Bids will be rejected if there is reason to believe that collusion exists among the Bidders, and no participants in such collusion will be considered in future proposals for the same work. 24. REFERENCES References are required and must be submitted with the Bid proposal form. Failure to submit references as required may disqualify your Bid. Name and phone number to contact shall be included. 25. LIST OF SUB -CONTRACTORS A list of Sub -Contractors is required and must be submitted with the Bid proposal. Failure to submit a list of Sub -Contractors may disqualify your Bid. 26. CO-OPERATIVE PURCHASING It is the intent of the Notice of Invitation to Bid to secure goods or services to be used by the City of Sebastian. However, by virtue of bidding, the Bidder accepts the right of other Government Entities to "piggyback" purchase from this proposal by mutual consent. Any such purchase shall be separate and apart from the City of Sebastian, and said City assumes no liability for such action. 27. DISCREWWATION The Bidder/Contractor shall not practice or condone personnel or supplier discrimination of any nature whatsoever, in any manner proscribed by Federal or State of Florida laws and regulations. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting DRUG-FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287.087 hereby certifies that --r . (.\- 1). l 1 n 1 1 N -r-- 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug free workplace, any available drug counseling, rehabilitation, employee assistance programs and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in Paragraph 1. 4. In the statement specified in Paragraph 1, notify the employees that, as a condition of working on the commodities or contractual services that the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to any violation of Chapter 1893 or of any controlled substance law of the United Stated or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug free workplace through implementation of Paragraph 1 through 5. As the person authorized to sign this statement, I certify that this firm complies fully / /with the above requirements. Date: Signature: t—e.r.dct_ cer., Sebastian Municipal Airport RAV 4-22 Medium Intensity RAV Edge Lighting PUBLIC ENTITY CRIMES FORM Any person submitting a quote, bid, or proposal in response to this invitation or Agreement, must execute the enclosed form sworn statement under section 287.133(3)(a). FLORIDA STATUES, ON PUBLIC ENTITY CRIMES, including proper check(s), in the space(s) provided, and enclose it with his quote, bid, or proposal. If you are submitting a quote, bid or proposal on behalf of dealers or suppliers who will shop commodities and receive payment from the resulting Agreement, it is your responsibility to see that copy(ies) of the form are executed by them and are included with your quote, bid, or proposal. Corrections to the form will not be allowed after the quote, bid, or proposal opening time and date. Failure to complete this form in every detail and submit it with your quote, bid, or proposal may result in immediate disqualification of your bid or proposal. The 1989 Florida Legislature passed Senate Bill 458 creating Sections 287.132-133, Florida Statutes, effective July 1, 1989. Section 287.132(3)(d), Florida Statutes, requires the Florida Department of General Services to maintain and make available to other political entities a "convicted vendor" list consisting of persons and affiliates who are disqualified from public and purchasing process because they have been found guilty of a public entity crime. A public entity crime is described by Section 287.133, Florida Statutes, as a violation of any State or Federal law by a person with respect to and directly related to the transaction of business with any public entity in Florida or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or Agreement for goods or services to be provided to any public entity or with an agency or political subdivision and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. By law no public entity shall accept any bid from, award any Agreement to, or transact any business in excess of the threshold amount provided in Section 287.017, Florida Statutes, for category two (currently $10,000) with any person or affiliate on the convicted vendor list for a period of 36 months from the date that person or affiliate was placed on the convicted vendor list unless that person or affiliate has been removed from the list pursuant to Section 287.133(3)(f), Florida Statutes. Therefore, effective October 1, 1990, prior to entering into an Agreement (formal Agreement or purchase order) in excess of the threshold amount of $10,000 to provide goods or services to TBE CITY OF SEBASTIAN, a person shall file a sworn statement with the Contract/Agreement officer or Purchasing Director, as applicable. The attached statement or affidavit will be the form to be utilized and must be properly signed in the presence of a notary public or other officer authorized to administer oaths and properly executed. QUOTE OR BID. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting IB -7 SWORN STATEMENT UNDER SECTION 287.133(3)(a). FLORIDA STATUES ON PUBLIC ENTITY CRIMES THIS FROM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. 1.01 This sworn statement is submitted. with Bid, Proposal or Contract No. b,o usa.l for THE CITY OF SEBASTIAN. 1.02 This sworn statement is submitted by (name of entity submitting sworn statement) whose business address is and (if applicable) its Federal Employer Identification Number (FEIN) is ~ —I IW457 (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn 1.03 My name is VrP c E CTrtp.-,and my relationship to the (please print name of Individual signing) entity named above is : lorebt Lci� 1.04 I understand that a "public entity crime" is defined in Paragraph 287.133(1)(g), Florida Statues, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 1.05 I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry plea of guilty or nolo contendere. 1.06 I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statues, means: (1) A predecessor or successor of a person convicted of a public entity crime: or (2) An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement. Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting t1IN7 shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 1.07 I understand that a "person" as defined in Paragraph 287.133(1)(c), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 1.08 Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Please indicate which statement applies.) Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989, AND (Please indicate which additional statement applies.) There has been a proceeding concerning the conviction before a hearing officer of the State of Florida, Division of Administrative Hearings, the final order entered by the hearing officer did not place the person or affiliate on the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate was placed on the convicted vendor list. There has been a subsequent proceeding before a hearing officer of the State of Florida, Division of Administration Hearings. The final order entered by the hearing officer determined that it was in the public interest to remove the person or affiliate from the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate has not been placed on the convicted vendor list. (Please describe any action taken by or pending with the Dep nt of General Services.) 13rertdc, (2(Signature) acct Date: 1{-/ o - OR. STATE OF1zL-� 6ec J � a COUNTY OF fu-i-K&W, Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting �' The foregoing instrument was acknowledged before me this 164 day of aQAL 2002 by Rr t+Itd4 P. Cfveer eres dc., r(title) on behalf of Ji�co A:r RatJ Gms 1n�d +n� c. (name of partnership), a partnership. He/she is personally known tome or has produced (4 Pt as identification and did () did not (vKtake an oath. My Commission Ejotim.,publ�county. 2005 NNtty�✓.,✓�tkw Commission Number:: VOTARY PUPLIC END OF SWORN STATEMENT - PUBLIC ENTITY CRIMES Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting t: � 0 BID SCHEDULE Item nem r:..: Estimated L-108-1 Hand excavate Minimum of 8" W x 28"D in Earth. tvo. units 100 unit Unit Price L.F. Extension Includes excavation, backfill and sod repair, labor and etc. complete in place $ ao. UD $ o L-108-2 Hand excavate Minimum of 18"W x 36"D in Earth. 100 L.F. Includes excavation, backfill and sad repair, labor and etc. complete in place. $ �0 DU $ OOD,DD L-108-3 #8, 5KV, 1/C, L-824 Conductor Installed in new 21,500 L.F. conduit, junction boxes, and fixtures. Includes all installation, splice kits, identification, labor and etc. $ . �/� $ 00 complete in place L-108-4 #6, Bare Counterpoise Conductor Installed in 12,000 L.F. trench. Includes All installation, splice kits and connection to ground rods, complete in Place. $ . $ , ()l) L-108-5 #8, Insulated XHHW Conductor Installed in conduit 2300 L.F. Includes All installation, labor splice kits and etc. complete in Place $ , 75 $ $ 00 L-108-6 3/4" x 10' Ground Rod Connected to Counterpoise 14 EA every 500' Includes All Splice Kits in Place $ (0 0 0U /40,00 L-109-1 New L-828, 15kW Ferroresonant Constant Current 1 EA Regulator, 240V, 3 Step, Includes all Breakers, Power and Control Wiring, Conduits, Junction boxes, Splice Kits, Labor, Coordination, and all $ q 000 DO $ 000, 00 necessary Items for a Complete Working System in Place Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting BS -1 Item Dest•.rin[inn Estimated L-109-2 Airfield Electrical System complete in place. no. Unit Unit 1 LS Price Extension 1 Includes meter, main breaker, TVSS, panelboard, conductors, conduits, flexible conduits, wireways, grounding, grounding system, ground rods, lighting contactors, transformers, bus bar, interior vault lights, exterior vault lights receptacles, junction $ z 000 00 $_ zoo U(q cans, switches. connectors, identification, Photocell, installation, labor, and etc. for a complete working system in place. L-109-4 Airfield lighting control system. Includes 1 LS installation, L-841 transfer relay panel, L-854 radio controller, power, control wiring, conduits, grounding, antennae, breakers, testing, terminations, $ Q Q(i $ oo ao identification, as-builts, training, labor, and etc. complete in place. L-110-1 2" Schedule 40 PVC Conduit Direct Buried in 3400 L.F. Earth. Includes excavation, conduit, identification, backfill, labor ? and etc., complete in place ,120e (fin L-110-2 2" Schedule 40 PVC Conduit Concrete Encased in 2900 L.F. existing full strength pavement. Includes excavation, sawcut pavement, backfill, conduit, concrete, pavement restoration, identification, labor $_ and etc., complete in place L-110-3 Base Bid: 2" Schedule 40 PVC Conduit in existing 6400 L.F. paved shoulder. Includes excavation, sawcut pavement, backfill with earth to top of counterpoise, conduit, identification, construction debris removal, and labor. Complete $ ��(� $ UUO �l) in place. , Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting BS -2 Estimated Item Description No. Units Unit Unit Price Extension L-125-1 L-861 Medium Intensity Elevated Runway Edge 33 EA Light, Base Can Mounted installed in existing paved shoulder - Include installation, 3' core drill of shoulder, Base Can, Fixture, Concrete, Isolation $ V7500 $ Transformer, Splice kits, Connectors, Labor, �— shoulder pavement restoration, Identification and Etc L-125-2 L-861 SE Medium Intensity Elevated Threshold 8 EA End Light, Base Can Mounted installed in existing paved shoulder - Include excavation, backfill, Base Can, Fixture, Concrete, 3' Core drill of shoulder, $ 50, OU $ vQ 00 shoulder pavement restoration, Isolation Transformer, Splice kits, Connectors, Identification, Labor and Etc. L-125-3 L-861 SE Medium Intensity Elevated Threshold 8 EA End Light, Base Can Mounted installed in Earth - Include excavation, backfill, Base Can, Fixture, 550 vO Concrete, Isolation Transformer, Splice kits, $ $ Connectors, Identification, Labor and Etc. L-125-4 L -850C Medium Intensity Flush mount Runway 7 EA Edge Light installed in existing full strength pavement– Includes excavation, backfill, 3' core drill of pavement, quickset concrete, rebar, L-868 Base Can, Fixture, Concrete, spacers, dam ring, r/ / 0, (%o $ $ 770,0 -o i90 Isolation Transformer, Splice kits, Connectors, Identification, Labor and Etc L-125-5 L-867 16" Diameter Junction Box with Cover 11 EA Complete in place. Includes excavation, base can, ground lugs, concrete, backfill, cover, splice kits, ��Q $_ (�� $ (�U labor and Etc for a complete working system in Place. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W rdge Lighting 8S-3 Item Decrrintinn Estimated L-125-6 Identification of Cables, Ductbanks, per FAA unit 1 LS Unit Price Extension Specifications. Includes duct markers, cable tags, fixture identification, sign identification Complete in s-4,50 0 (,O $ SQQ,QQ place L-125-8 12' Lighted Windcone. Includes excavation, 1 EA concrete base, mast windcone, lighting assembly, grounding, installation, testing, spare lamps, grounding, steel, concrete, identification, labor, $ 3 500 . vv backlill, and etc. L-125-9 Windcone power pedestal. Includes excavation, 1 LS transformers, disconnect switches, uni-strut, receptacles, concrete bases, grounding, concrete, installation, ground rods, lightning rod, testing, terminations, connector kits, kits, $ j0�,Q0 splice labor and etc L-109-5 Precast Airfield Vault Building 1 LS 1000 Mobilization 1 LS Total BASE BID: $ t7 L-110-4 - Additive Alternate 1: Backfill 2" schedule 40 PVC 6400 L.F. Conduit in existing paved shoulder with earth and compact to match existing grade, complete in place, including construction debris removal and $ 90a 00 all labor costs. Total Base Bid + Additive Alternate 1 $ �l� / k6 i/4/ Sebastian Municipal Airport R/W 4-22 Medium intensity R/W Edge Lighting 13S-4 Item L-110-5 Description No. Units Unit Additive Alternate 2: Backfill 2" schedule 40 PVC 6400 L.F. Unit Price Extension Conduit in existing paved shoulder with earth and patch with 1" of asphalt cold patch, complete in place, including construction debris removal and $ �50Q $ ODIDD all labor costs. Total Base Bid + Additive Alternate 2 $ G L-110-6 Additive Alternate 3: 2" spare Schedule 40 PVC 1700 L.F. Conduit under existing full strength pavement. Includes conduit, identification and labor. $ 97,00 2 Total Base Bid + Additive Alternate 3 $ 3 L-109-3 Additive Alternate 4: Demolition of existing airfield 1 LS electrical system. Includes removal and disposal of old regulator, removal of conductors entering removal of existing radio control system, $ 7U(', U $ OD '9.0hanger, labor and etc Total Base Bid + Additive Alternate 4 $ L-125-7 Additive Alternate 5: Remove existing edge lights 1 LS and deliver to Owner specified location, complete in place. Includes removal, backfill, delivery, labor, $_ coo. U U $ 000, 0j and etc Total Base Bid + Additive Alternate 5 $ 1530 Additive Alternate 6: Provide and maintain LS barricades for the duration of the project. $ 4 Q66. 1 d $ Q�lJ QD Sebastian Municipal Airport R/%V -1-12 [,1-1111111 luteusity R/W Edge Lighting BS -5 Estimated Item Description No. Units Unit Unit Price Extension Total Base Bid +Additive Alternate 6 $ ani, Bid award will be made to the lowest responsive and responsible Bidder whose bid, confirming to the specifications, Instructions For Bidders, and Contract Documents, will be the most advantageous to the City in consideration of price, time of performance, and other factors as determined by the City. Further, the City reserves the right to award the Bid based on any one or all of the "Additive Alternates; therefore, each 'Total Base Bid+Additive alternate" price must be ready to stand on its own. The BIDDER must submit bids on the Base Bid including the "Add Alternates" shown above. The undersigned having become thoroughly familiar with all of the Agreement & Bidding Documents incorporated herein, the project site and the location conditions affecting the work, bereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, and to provide and furnish all the equipment, labor and materials necessary to provide the construction services meeting or exceeding the specifications as set forth herein for the prices quoted above. The price quoted is Inclusive of any Addenda which may be issued. If awarded this bid, the Contractor agrees to enter into a contract within ten (10) consecutive calendar days notice by the city, and agrees to all the terms and conditions of all documents stated herein with the City of Sebastian for the above stipulated prices which shall remain firm for sixty (60) days following bid opening date. Failure to execute the Contract as stipulated above may result in the forfeiture of the Bid Bond in its entirety. ,Bren(7�oe /r -e 221 /J Authordii led Signature / /Printed Name `a-06 9;rJo;e/d� LonS/e'G��7id✓�t %�nC �rP�Si ��r�i Firm Name & Address Title '706 - y Phone Number 3)Q -2 /-/-/o - 0 Q Date Signed Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting BS -6 BID BOND :This (orm ,Provided by City gfSebastian as an example of the form of bond; the actual bond form must ran(orin to the standurds required by Florida Statutes) %NO WN ALL MEN BY THESE PRESENTS, that. we the undersigned, JACO Airfield Construction Inc. as Bidder, and as Surety, are hereby held and firmly bound unto the City of Sebastian, Florida, in the penal sum of five (5%) Percent of die Total Bid Amount which is $ oifvi,g!rcent (5%) be made, we hereby jointly and severally bind ourselves, successors and afor pay ent of which, well and truly to s. Signed this lith day of April , 2002. The Condition of the above obligazion is such that whereas the Bidder has submitted to the City of Sebastian a certain BID, attached hereto and hereby made a part of hereof to enter into scontract in writing, for RUNWAY 4-2222 EDGE LIGHTING. NOW THEREFORE. al if said BID shall be rejected, or hi If said BID shall be accepted and the Bidder shall execute and deliver a contract in the form of Agreement attached hereto (property completed in accordance with said BID) and shall fumish a Performance Bond For faithful performance of said contract, and Payment Bond for the payment of all Persons performing labor, furnishing materials in connection herewith, 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 of any and all claims hereunder shall, in no event, exceed the penal amount of this obliration as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its Bid Bond shall be in no way impaired or affected by an extension of the time within which the City of Sebastian may accept such Bid; and said Surety does hereby waive notice of any such extension. IN W11NESS %\THEREOF, the Bidder and the Surety have hereunto set their hands and seals, and such of them as are corporatiuns have caused their corporate seals to be hereto affixed and these presents to be signed hN their properO officers, the day and year fust set forth above. JACO Airfield BidderMlw Construction. Inc _ Printed Qr Tv hd N:: iddci - Authori20d Sisnamn(re II rC . �CeCn� i6'e5td.e�'� Bidder - Printed or (}ped Name and Title Schastiau Municipal .Airport RAV 4.22 Medium Intensity- R/R' Edge Lighting Suretv Carolina Casualt Insurance Company Printed {{ Tytp--ed__ By. b idtzr - Authorized Signature SURETY Teresa A. Garren Attorney -in -Fact Surety - Printed or Typed Name and Title COUNTERSIGNED B-1, Iffy Resident Agent Ott OF HOME OF PELICAN ISLAND GENP_ ^t SERVICES AJMINISTPL.TGR (A DMSiON OF 72I8 OFFICE OF M; CI7T.LL4'vAGER) 12_= IvYLIN STREET — SEBASTIAN. FLORTDA'_9i3 TE.. 7`i3Yc8-8_qI FAX(772-5(,'!-0149 NOTICE TO PROCEED Runway 4-22 Edge Lighting DATE: July 17, 2002 TO: Brenda P. Green, President Jaco Airfield Construction, Inc. 1071 Greensboro Road, N.E. Eatonton, Ga. 31024 C (0 LF FE-)) You are hereby notified to commence work on July 23, 2002 as agreed in the Pre -Construction Meeting held July 16. 2002, pertaining to the signed Agreement dated June 29, 2002, in the amount of $236.886.44. The agreement warrants completion time of 150 consecutive calendar days from the commencement date stated herein. Therefore, your attention is called to the Liquidated Damages clause in the amount of $250.00 per day for each day the project completion date is late. The Project Manager is Mr. Jason Milewski. Airport Director. All substantial communication pertaining to this project should be directed to him. We look forward to working with you on this project. Paul Wagner, Ge ral Services Administrator arc ar tr 3A, S 7 NNr HOME OF PELICAN ISWID Office of General Services Administrator (A DMSION OF THE OFFICE OF THE CITY MANAGER) 1225 MAIN STREET - SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 388 - 8241 FAX (772-581-0149 NOTICE OF AWARD RUNWAY 4-22 EDGE LIGHTING TO: Brenda P. Green, President Jaco Airfield Construction, Inc. 1071 Greensboro Road, N.E. Eatonton, Ga. 31024 You are hereby notified, on May 8, 2002, the Sebastian City Council awarded the Runway 4-22 Medium Intensity Runway Edge Lighting Contract to your firm, in the amount of $236,886.44 per the price stipulated in the Bid Proposal Price, dated April 10, 2002, which you submitted: TOTAL BASE BID $220,886.44 LINE ITEM L-110-6 13,600.00 LINE ITEM L-109-3 400.00 LINE ITEM L-125-7 1.000.00 LINE ITEM 1530 1.000.00 TOTAL $236,886.44 You are required by the bidding documents to execute the Agreement Document (enclosed) and furnish the required CONTRACTORS PAYMENT AND PERFORMANCE BONDS within ten (10) days from the date of this notice to you. The Contractor is required to record all Payment and Performance Bonds and provide the City with the recorded bond or receipt showing said recording. If you fail to furnish the executed Agreement and Payment and Performance Bonds within ten (10) days from the date of this notice, the City shall be entitled to consider all your rights arising out of the City's acceptance of your Bid as abandoned and as a forfeiture of your Bid Bond in its entirety. The City shall be entitled to such other rights as may be granted by law. Congratulations and we look forward to a continued good business relationship with your firm. Please do not start work until a written Notice to Proceed is issued from this office. Dated this 19th day of June ,2002. Paul Wagner, neral Services Administrator NfPORTA.NT: Surety companies executing BONDS must appear on the Treasury Departmentos most current list (Circular 570 as amended) and be authorized to transact business in the State of Florida. Sehasuan Nlumcipal Airport "V .I 22 Medium Intensity RAV Edge Lighnne M No. 198 POWER OF ATTORNEY CAROLINA CASUALTY INSURANCE COMPANY JACKSONVILLE, FLORIDA NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS: that CAROLINA CASUALTY INSURANCE COMPANY ("Company") a corporation duly organized and existing under the laws of the State of Florida, having its Principal office in Jacksonville, Florida, has made, constituted and appointed, and does by these presents make, constitute and appoint Richard W. Naylor or Margaret S. Meyers or William W. Hamilton or W. Wesley Hamilton or Vicki T. Smith or Teresa A. Garren of Marietta, GA its true and lawful Agent and Attorney -in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledge and deliver: any and all bonds and undertakings and to bind the Company thereby as fully and to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney is granted pursuant to the Minutes of the Special Meeting of the Board of Directors of Carolina Casualty Insurance Company held on March 30, 1966, to wit: RESOLVED: "That the following Officers of the Carolina Casualty Insurance Company, Chairman of the Board, President, Secretary and Treasurer, oreither of them, are hereby authorized to execute on behalf of the Carolina Casualty Insurance Company, Powers of Attorney authorizing and qualifying the Attorney -in -Fact named therein to execute bonds on behalf of the Carolina Casualty Insurance Company, and further, that the said Officers of the Company mentioned, are hereby authorized to affix the corporate seal of the said Company to Powers of Attorney executed pursuant hereto." RESOLVED FURTHER, this Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein, and they have no authority to bind the company except in the manner and to the extent therein stated. RESOLVED FURTHER, this Power of Attorney revokes all previous powers issued on behalf of the attorney-in-fact named above. RESOLVED FURTHER, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF Carolina Casualty Insurance Company has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 27th day of June , 2000 Attest: Carolina, Casualty Insurance Company .�r. By w By Gary e, I ice PresT ent Armin turn erg CFO & Treasurer President & Chief Execu vv Officer WARNING: THIS POWER INVALID IF NOT PRINTED ON GREEN "MONITOR" SECURITY PAPER. STATE OF FLORIDA) COUNTY OF DUVAL) SS On this 27th day of June , 2000 , before me personally came Gar: R. idothe , to me known, who, being by me duly sworn, did depose and say: that he&ke is Treasurer of Carolina Casualty Insurance Company, the Corporation described in and which executed the above instrument; and that he/6&e knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Corporation and that he/she signed his/her name thereto by like order. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official Treasurer Notary Public, CERTIFICATE the day,#nd year herein first above written. of Florida[urge fi+UI'A?Y PUBLIC 3LATC OF FLORID„ ..v iiF;;f.=SIGi1� A30. CCT.7n,2;, 1, the undersigned. X8Nd00J of CAROLINA CASUALTY INSURANCE COMPANY. DO HEREBY CERTIFY that the foregoing is ajust. true, correct and complete copy of original Power of Attorney; that the said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond to which this Power of A omen isattached, is in full force and effect as of this date. Given under my hand and the seal of the Company, this 11t$-1 dayof t i 5>vF�t-- � ~'rL �y Y� 999 O Rx .� ti'i..M FORM OF NONCOLLUSION AFFIDAVIT (This Affidavit is Part of Bid) STATE OF Ge -C) Y i G ) v COUNTY OF P�t`ry0.)SS. ) being first duly sworn, deposes and says thatdte is (Sole owner, a partner, president, secretary, etc.) the party making the foregoing Proposal or 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. grcncla P .,, 2s�de�-j- (Bidder) Sworn to an subscribed before me this /0" day of l-1 r2r; 200 -1,;2- V 00 -1,;2- v Notary Public in and for County lSeq, ct Notary Public, Putnam County aeor a My Commission expires My Commission Expires May 7, 2005 (SEAL) Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting B-3 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 V 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 —V-- 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 I/ employ fifty (50) or more employees. NAME OF M DATE: —11 -O '�), Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting B-4 CERTIFICATION OF NONSEGREGATED FACILITIES 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, timeclocks, 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 or 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. Signature f Bidder Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting Im Prf.s 1 Je--,.+- Title BUY AMERICAN CERTIFICATE (.TAN 1991) By submitting a bid/proposal under this solicitation, except for those items listed by the bidder below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies that steel and each manufactured product, is produced in the United States (as defined in Article 23 of Instruction to Bidders 'Buy American - Steel and Manufactured Products For Construction Contracts") and that components of unknown origin are considered to have been produced or manufactured outside the United States. PRODUCT /1 Signaturef Bidder 6r=�8a R G't—e e r� Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge LiLhting, COUNTRY OF ORIGIN `1'f'tSt dQr,`I' Title CERTIFICATION REGARDING FOREIGN PARTICIPATION 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 is 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. 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 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting til prosecution under Title 18, United States Code, Section 1001. Signatureof Contractor Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting Fw* Titl I'1 -e51 �n i- CERTIFICATION REGARDING DEBARMENT SUSPENSION INELIGIBILITY. AND VOLUNTARY EXCLUSION 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 cenifv to this statement, it shall attach an explanation of this solicitation/proposal. Signature of Contractor P7ren�� 4), irr-eer-N Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 11-W YrtS, rLren Title FLORIDA TRENCH SAFETY ACT CERTIFICATION AND DISCLOSURE STATEMENT The undersigned acknowledges the requirements of the Florida Trench Safety Act., F.S., (Section 553.60 et. seq. Florida statutes), and hereby commits the Bidder to the following in the performance of the work in the event that the subject contract is awarded to and executed by said Bidder. The Bidder further acknowledges that the Florida Trench Safety Act, (the Act) establishes the Federal excavation safety standards set forth at 29 CFR Part 1926, Subpart P as the Interim State Standard until such time as the State of Florida, through its Department of Labor and Employment Security, or any successor agency, adopts, updates or revises said interim standard. This State of Florida standard may by supplemented by special shoring requirements established by the State of Florida or any of its political subdivisions. 2. The Bidder, as Contractor, shall comply with all applicable excavation/trench safety standards. 3. The Contractor shall consider the geotechnical data available from the City, if anv, the Contractor's own sources, and all other relevant information in providing the trench safety system to be employed on the subject Project. The Contractor acknowledges sole responsibility for the selection of the data on which he relies in providing the safety system, as well as for the system itself. 4. The amounts that the Bidder has set forth for pipe installation includes the following excavation / trench safety measures and the linear feet of trench excavated under each safety measure. These units, costs, and unit prices shall be disclosed solely for the purpose of compliance with procedural requirements of the Act. No adjustment to the Contract time or price shall be made for any difference in the actual number of linear feet of trench excavation, except as may be otherwise provided in these Contract Documents. Trench Safety Units of Measure Unit Unit Cost Extended Cost Measure (Description) (LF, SF) (Quantity) b. C. d. e. For Information Only, Not for Payment Purposes $ Bidder may use additional sheets as necessary to extend this form. Failure to complete the above may result in the bid being declared non-responsive. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting LNU 5. The amount disclosed is the cost of compliance with the applicable trench safety requirements does not constitute the extent of the Contractor's obligation to comply with said standards. Contractor shall expend additional sums at no additional cost to the County, if necessary, to comply with the Act (except as may otherwise be provided). 6. Acceptance of the bid to which this certification and disclosure applies in no way represents that the County or its representative has evaluated and thereby determined that the above costs are adequate to comply with the applicable trench safety requirements nor does it in any way relieve the Contractor of its sole responsibility to comply with the applicable trench safety requirements. -I—aLn 9 4112-d 10�STrt•c��on��nC. // Company ./.iGoc. A/ ame and Title I Address: • • 'R= 115�.>iir� Telephone:(/0&) 4 95 --593 y END OF FLORIDA TRENCH SAFETY ACT STATEMENT Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting B-11 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 and costs. (List only one subcontractor for each item.) Write on back or provide additional pages if additional space is needed. SUBCONTRACTORS Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting COST OF TRADE SUBCONTRACTOR SPECIALTY WORK B-12 TOTAL: BIDDER QUALIFICATION QUESTIONNAIRE Submitted by J rACD }-F t r"t-i e I d L 'nnS f ctA el—t or\ -L r�nt Name of Bidder General Contractor's License # ( ) An Individual ( ) A Partnership X A Corporation Federal Identification# 9d -/267W!� Principal Office Address: ID 7 ro RA, &/ E �a�vtz�on C-,�-a 3)ya4 (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? Eck) e�,n (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). Include the type of work similar to the work included in this contract if possible. Project Contract Required Actual Name/Address/Tel Title Amount Completion Date Completion Date of Owner Sebastian Municipal Airport R/W 1-22 Medium Intensity R/w Edge Lighting B-13 , (4) Have you ever failed to complete any work awarded to you? If so, where and why? N (D (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. N O (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. IV O (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. See Ci (8) What is your bonding capacity? _ h�lJ I # 1 a M' Ilio n (9) What amount of your bonding capacity has been used as of the date of this bid? PlbortX * `i ur.ill��, Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting B-14 (10) How many applications for performance and payment bonds have you made in the last three (3) years? pye� So (11) How many of these applications were not approved? N b 0 P-- (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.) No (13) Have your company been in disputes or litigations 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 litigations and state the Owner's Name, Address, Telephone, and amount of disputes or litigations. (Use additional sheets if necessary.) St c cr.++& h e Ll Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting B-15 Lawsuit Detail Illinois Valley Paving Company VS. JACO Airfield Construction, Inc. • JACO purchased a product for use on a project. • Product was purchased from GRAYBAR, the supplier. • The supplier purchased the product from NEHRING, the manufacturer. • There is an alleged defect in the product which is said to have occurred during the manufacturing process. , I, the undersigned, do hereby declare that the foregoing statements are true and correct, all as of the date hereinafter set forth, and that those examining this document have my permission to contact any or all of those parties listed in this questionnaire. Incorrect or misleading statements in this questionnaire shall be grounds for a determination of nonresponsibility with respect to such contractor. rreer% (SRiNATURE OF BIDDER) Pr-e'Si cte n (TYPE OR PRINT COMP NAN�ANM) Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting am STATE OF FLORIDA ^� -� ��((�iVCD USP 1 5 2000 4�DEPARTMENT OF 3USINES�,7 PROFESSIONAL REGULATION ELECT CONTRACTORS LICENSING BD (850) 488-3109 1940 N HONROE ST TALLAHASSEE FL 32399-0771 GREENS JAMES L JACO cLECTRIC* INC. 1071 GREENSBORO RD EATONTON GA 31024 STATE OF FLURIUA AC# 598383 EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION EG —0001581 09/06/2000 0000669 CERTIFIED ELECTRICAL CONTRACTOR GREEN* JAMES L JACO ELECTRIC* INC- IS NC. IS CERTIFIED under the provisions of Ch. 489 Expiration Dale: AUG 31, 2002 DETACH HERE ACI5 9 8 3 8 5 4 STATE OF FLORIDA DEPARTMENT OF BUSINESS -AND PROFESSIONAL REGU"TION ELECT CONTRACTORS LICENSING BO I' Ltttl t NUtt 09/06/2000 0`4006695 EC —0001581 " The CTRICAL Under athe oprevisionsof WTt �Fl ED CONTRACTOR FS. Expirationdate: AUG 31, 2002 GREEN* JAMES L JACO ELECTRIC* INC. 1071 GREENSBORO ROAD EATONTON GA 3107_4 JF.:B 3USH CYNTHIA A. HENDERSON GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY JACO AIRFIELD CONSTRUCTION, INC. THE FOLLOWING EQUIPMENT IS OWNED BY JACO AND AVAILABLE FOR USE ON JACO AIRFIELD CONSTRUCTION, INC. PROJECTS Core Rig & Spacer Trencher Survey Instrument&Tri-Pod Backhoe Bucket Megohmeter&Case DW Pulling Grip Attachment Wacker Concrete Vibrator Seeder Spreader Fluke Multimeter Ditch Witch Trencher Pallet Jack Earth Saw Bush Hog Squeeler Ditch Witch Attachment Core Drill Equipment Megger Meter Atlas Copco Air Compressor Cold Water Pressure Washer DW Rod Pusher&Attach. Coring Rig 9"PHD Auger Measuring Wheel Mower &Trailer Generator Case 1845C Uniloader Case 1845C Uniloader McMillen Auger/HB-60 Sweepst. Coring Machine Water Tank 36" Auger Bit 36HDP4H2 Mobile Core Drill 256006DD-250E Bonanza Airplane International Dump Truck JD Tractor/ Backhoe/Loader Line Finder&Spotter Torch.Kits 18"BackhoeBucket Megohmeter&Case DW Pulling Grip Attachment Wacker Concrete Vibrator Ditch Witch Trencher Pallet Jack Earth Saw 5ft. Bush Hog Squeeler Ditch Witch Attachment Core Drill Equipment Megger Meter Case Uniloader Fuel Tank Case Tamper Case 580 L Backhoe Atlas Copco Air Compressor Case 580 L Backhoe Air Compressor Greenlee Tugger Kit Delco Pressure Washer Tsurmi Diaphragm Pump Mobile Core Rig K150-HS40 Vermeer Concrete Cutter Varius Pick Up Trucks (from fleet) Various Trailers JACO AIRFIELD CONSTRUCTION, INC. HAS ESTABLISHED NATIONAL ACCOUNTS WITH THE TWO MOST REPUTABLE EQUIPMENT RENTAL COMPANIES IN THE COUNTRY: HERTZ & PRIME. THIS LONG-STANDING BUSINESS RELATIONSHIP WE HAVE WITH THESE VENDORS ASSURES JACO WILL OBTAIN QUALITY EQUIPMENT IN A TIMELY MANNER. THE RENTAL EQUIPMENT THAT JACO USES GENERALLY CONSISTS OF: Backhoes Boom Trucks Cranes Trenchers Light Towers Trackhoes Air Compressors Dump Trucks JACO Airfield Construction, Inc. maintains a workforce of 30 - 45 employees and unlimited subcontractors JACO Airfield Construction, Inc. CONTRACT REFERENCES Page 1 of 9 IVa, Can1-1 Name ojAgency or Onmer ojProject Location and Type Project Name of Engfneer in Charge Con&aet Project/Contract Completed Amennf Number on time? Illinois Valley Paving Co. Memphis International Airport Allen & Hoshall $ 11,386,878 MSCAA # 6500 Yes P. O. Box 258 Memphis, Tennessee 4225 Airwa Blvd. Winchester, IL 62694 Memphis, TN 38116 Bob Bruner, Vice President Runway 18C -36C Reconstruction and David Webb, Proj. Engineer Phone: 217 742-3103 Extension Phone: 901 345-3750 Angelo lafrate Construction 500 East Reynolds Drive Memphis International Airport Memphis, Tennessee Allen & Hoshall 4225 Airways Blvd. $ 2,013,159 MSCAA # 6505 Yes Ruston, LA 71270 Debbie C. Hicks, Conic Mgr. Runway 18C -36C and Taxiway "C" Memphis, TN 38116 David Webb, Proj. En 'neer Phone: 318 255-8740 Reconstruction Phone: 901 345-3750 Stewart Brothers, Inc. Gwinnett County. Airport R.W.Armstrong & Assoc $ 44,019 2803-01 Yes 2480 Pleasantdale Road Lawrenceville, GA 2801 S. Pennsylvania Street Doraville, GA 30340 Indianapolis, M 46225 _ Sam Youngblood, Proj. Mgr. Phone: 770 447-5810 T/W Connector & Holding Bay 1 Roger D. Fulkerson Phone: 317 786-0461 FAA -Great lakes Region Minneapolis -St. Paul Airport FAA - Great Lakes Region $ 675,958 DTFA14-98C-33914 Yes Teresa Brady Minneapolis, Minnesota Contractirlt Officer Phone: 847 294-8309 Ralei Durham Ai rt Auth RDU Airport HNTB North Carolina, P.C. $ 989,187 AIP No. 3-37-0056-21 Yes P. O. Box 80001 Raleigh-Durham, North Carolina 16 E. Rowan Street RDU Airport, NC 27623 James A. Novak Installation of Touchdown Zone Li is Raleigh, NC 27609 Thomas S. Slater, P.O. _ Asst. Airport Engineer Phone: 919 840-0175 on R/W 23L Director of Aviation Services Phone: 919 782-7770 APAC-Georgia, Inc. Little Rock International Ai rt Grimes Engineerin $ 1,405,966 AIP No. 3-05-0035 & 36_ _ _ - Yes Sou.Roadbuilders Concrete Little Rock, Arkansas ---- Paving ivision — ----- - P. O. Box 1129 --- Au usta, GA 30903-1129 R\W 22R Ext. Pay. & Lighting Page 1 of 9 JACO Airfield Construction, Inc. CONTRACT REFERENCES Page 2 of 9 Wa, Contract Name of Agency or Location and 7jpe Project Name of Engineer Contract ProjecNContract Completed Orsner of Project in Charge Amount Number on tirne? Carl Larkins __ - - ---- — - -- - — Phone: 706 731-5236 APAC-Tennessee, Inc. Memphis International Airport Allen & Hoshall $ 385,816 MSCAA 6502 Yes P. O. Box 112 Memphis, Tennessee Pro ect Center _ Memphis, TN 38101 4225 Airways Blvd. Matt Carden Taxiway "Sierra" _ Memphis, Tennessee 38116 Phone: 901 947-5600 Phone 901 345-3750 County of Monroe Ke West International Ai URS Greiner, Inc. $ 316,467 AIP No. 3-12.0037-1299 Yes Airports Business Office Key West, Florida 5805 N.W. l lth Street Public Service Bldg. suite 340 5100 college Road Miami, Florida 33126-2034 Key West, Florida 33040 Runwa /Taxiway Airfield Lighting Andres Gutierre7, P.E. Peter J. Horton I Phone: (304) 262-7466 Phone: 305 292-4473 m Region Ai rt FAA - Southern Re 'on $ 138,743 DTFA06-97C-30037 Yes 636 ennessee 30320r W(404) rMemphisternational Contracting Officer 305-5790 Hulman Regional Ai Holman Re i—I Ai rt R.W.A—stron & Assoc $ 379,447 A.I.P. No. 3-18-0082-I8 Yes Authority Terre Haute, Indiana 2801 S. Penns Ivania Street 581 South Airport Street Indiana lis, IN 46225 Terre Haute, IN 47803-9705 Runwa 13-31 Rehabilitation Rua— D. Fulkerson Jerry L. Davis, President Phone: (317) 786-0461 Phone: 812 877-2524 III a Development Co. Charlotte -Douglas las International Airport Talbert & Bright, Inc. $ 571,458 CDIA AF -96-00-018 Yes 550 East Westin ouse Blvd. Charlotte, North Carolina 4400 H. Mortis Park Drive Charlotte, NC 28273 Charlotte, NC 28227 Bart DeVore R/W 36R Hi Speed Exit T/W Phone (704) 573-1978 - Phone: 704 588-0023 Page 2 of 9 JACO Airfield Construction, Inc. CONTRACT REFERENCES Name oJAgency or Onner of Project Smyth -Wythe Airport Location and 7ype Project Mountain Empire Airport _ Name ojEnghreer to Charge Delta Airport Consultants, Inc. Contrwct ProjectlContract Amount Number $ 160,440 Delta No. V A 9540 W., COnrr. I Completed on time? Yes - Commission Groseclose, Virginia 9101 Southern Pine Blvd. RFD 4, Box 900 Suite 140 State Route 640 Airport Improvements Charlotte, NC 28273 Wytheville, VA 24382 Harry Keyes, P.E. _— Robert Johnson Phone: 704 521-9101 Cit of Wynne Wynne Municipal Airport Garver & Garver, P.A. $ 79,960 ADA Grant # 1565-98 Yes Wynne, Arkansas Wynne, Arkansas Engineers Paul Nichols, Major P. O. Box C-50 Runway Lighting Rehabilitation Little Rock, AR 72203 Phone: 501 376-3633 Lehigh Northampton Lehigh Valley Airport Rick Fasching $ 1,751,239 N/A Yes Airport Authority Allentown, Pennsylvania McTish, Kunkle & Assoc. 3311 Airport Road 2402 Sunshine Road Allentown, PA 18103-1040 Allentown, PA 18013 Chuck Volk, Constr. En .Centerline Li tin for Runway 6-24 Phone: 610) 791-2700 Phone: 610 231-5212 Rehabilitation Jackson County Airport Jackson County Airport Robert and Company 34,074 AIP 99-9200-11(157) Yes Authority Commerce, Georgia 96 Poplar Street, N.W. City of Commerce Atlanta, GA 30335-6601 27 Sycamore Street Nader Bagheri Commerce, GA 30529 Airfield Lighting Rehabilitation Phone: 404) 577-4000 Anderson S. Byers, Chairman Marconi Aerospace Defense Peachtree-Dekalb Airport ITracor Applied Sciences $ 23,369 1 P.O. # A800482 Yes _ Systems Inc Decatur, Georgia 16500 Tracor Lane 6500 Tracor Lane Austin, Texas 78725-2070 Austin, Texas 78725-2070 _ Howard Worde Howard Worde, Contract Dir. Electrical Installation - Noise Monitoring Phone: (512) 926-2800 Phone: 512 926-2800 System Page 3 ol'9 JACO Airfield Construction, Inc. CONTRACT REFERENCES Name of Agency or Owner of Project R. B. Baker Construction Inc_ P. O. Box 7192 Location and Type Project Savannah International Airport Savannah, Georgia Nmne ofEnglrm— In Charge Savannah Airport Commission 400 Ainva s Avenue If'- Con(racl Comrad Project/Contract Comp4led Amewd Number on time? $ 207,088 AIP No. 3-13-0100-30 Yes _ Garden City, GA 31418 Savannah, GA 31408 Hank Parker Extend GA T/W No. 3 and Relocate Clyde Martin, Dir. Engineering Phone: (912) 964-6513 Thom son Rd. Construct Paved Shoulders Phone: (912) 964-0514 _ on R/Ws and T/Ws Garys Gruding & Pipeline Athens -Ben Epps Airport Athens -Clarke County $ 30,261 AIP No. 3-13-006-12 Yes Company, Inc. Athens, Georgia Unified Government and 3113 Westbrook Trace Airport Authority Lawrenceville, GA 30044 Christopher A. Opolka, V.P. Runway 9-27 Safety Overrun Extension Phone: 770 267-0825 Santaro Industries, Inc. Piedmont Triad International Airport The LPA Group of NC $ 433,265 AIP No. 3-37-0026-31 Yes 6755 Manlius Center Road Guilford County 416 Gallimore Dairy Rd. East Sytwusc, N Y 13057 Greensboro, North Carolina Suite H Dan Lenzen, District Mgr. Greensboro, NC 27409 Phone: 336 292-9474 Runway 5-23 Rehabilitation - Phase II Raytheon Service Company Hartsfield International Airport Raytheon Service Com $ 177,981 POH S028FO1457 Yes One Crown Ctr. Ste. 200 Atlanta, Georgia One Crown Ctr: Ste. 200 Atlanta, GA 30349 Atlanta, GA 30349 Instrument Landing System Angelo lafrate Construction Memphis International Airport Allen & Hoshall $ 1,163,217 MSCAA 5620 Yes 500 East Reynolds Drive Memphis, Tennessee 4225 Airways Blvd. Ruston, LA 71270 Memphis, TN 38116 Debbie C. Hicks, Contr. Mgr. Extension of T/W "N" - Phase 11 David Webb, Proj. Engineer Phone: 318 255-8740 Phone: 901 345-3750 APAC-Tennessee, Inc. Memphis International Airport Allen & Hoshall $ 4,172,576 MSCAA 5630 Yes P. O. Box 112 Memphis, Tennessee 4225 Airways Blvd. Memphis, Tennessee 38101 Memphis, TN 38116 Victor Durkee Taxiway "Mike" David Webb, Proj. En 'neer Phone: 901 947-5600 Phone: 901 345-3750 Page 4 of 9 JACO Airfield Construction, Inc. CONTRACT REFERENCES Name of Agency or Onner of Project Rieth-Rile. Construction Co P. O. Box 477 Goshen, Indiana 46527-0477 Bob McCormick Phone: 219 875-5183 Location and Type Project Memphis International Airport Memphis, Tennessee Runway Extension _ __. 1 Name ofEnghseer In Charge Allen & Hoshall 4225 Airways Blvd. Mem his, TN 38116 David Webb, Proj. Engineer 1 Phone: 901 345-3750 Wax Contract Contract Project/Contract Comp@ted Amount Number on time? $ 5,360,995 MSCAA 9707 Yes Rieth-Riley Construction Co Memphis International Airport Allen & Hoshall $ 661,030 MSCAA 9708 Yes P. O. Box 477 Memphis, Tennessee 4225 Airways Blvd. Indiana 46527-0477 Memphis, TN 38116 _Goshen, Bob McCormick Taxiwa "S" David Webb, Pro . Engineer Phone: 219 875-5183 Phone: 901 345-3750 No- ay Enterprise, Inc. Bessemer Ai rt FAA - Southern Region $ 97,382 N/A Yes 401 Fonville Street Bessemer, Alabama Tuskegee, Alabama 36083 Jerome M. Som son, Pres. Construct End Fire Glide Slope Phone: 334 727-5555 Runwa 5 T. P. Smith Conslr. Co Charlotte -Douglas International Airport Mark Wiebke, Airport Engineer $ 505,460 N/A Yes P. O. Box 1739 Charlotte, North Carolina Charlotte -Douglas Intl. Ai rt Forest City, NC 28043 Thomas P. Smith, Jr., Pres. Division 16, Section 1, Electrical Charlotte, North Carolina Phone: (704) 359 4025 Phone: 704 245-7707 East Vault REA Construction Co. Charlotte -Douglas International Airport Mark Wiebke, Airport Engineer $ 20,260 N/A Yes _ P. O. Box 32487 Charlotte, North Carolina Charlotte -Douglas Ind. Airport _ Charlotte, NC 28232 Charlotte, North Carolina Ronnie Posten Ram "D" Expansion Phone: (704) 359-0025 Phone: 704 395-3252 Federal Aviation Admin. Detroit -Wayne County ME!nAirport Federal Aviation Admin. $ 958,867 DTFA14-00-C-34037 Yes 2300 Devon Avenue Detroit, Michigan 2300 Devon Avenue Des Plaines, Illinois 60018 Des Plaines, Illinois 60018 _ Teresa Brady, Contr. Officer lConstruction of PAPI Systems Teresa Brady, Contr. Officer Phone: Phone: Page 5 of JACO Airfield Construction, Inc. CONTRACT REFERENCES Page 6 of 9 was Cnno-act Name of Agency or Locution and 7)pe Project None of Engineer Contract ProjecbContra:.: Completed (hmrer ujProject in Charge Amount Number on time? Pitt -Greenville Airport Auth. Pitt -Greenville Airport The LPA Grou of NC, PA $ 868,711 AIP No. 3-37-0028-20 Yes Airport Road Greenville, North Carolina 4904 Professional Court Raleigh, N C 27609 Suite 201 James Turcotte, A/P Dir. Airfield Lighting and Markin Ralei , NC 27609 -- Phone: 252 758-4707 Rehabilitation Phone: 919 954-1244 Cour of Monroe Marathon Airport URS Greiner, Inc. $ 171,279 Affi No. 3-12-0044-1499 Yes Airports Business Office Marathon, Florida 5805 N.W. 11th Street - Public Service Bldg. Suite 340 5100 Colla a Road Miami, Florida 33126-2034 Key West, Florida 33040 Taxiwa Airfield Lighting Andres Gutierrez, P.E. Phone: (304) 262-7466 Peter J. Horton Phone: 305 292-0473 Ci of Bartow Bartow Munici al Ai rt. 11RS Greiner, Inc. $ 189,564 AIP No. 3-12-0005-1499 Yes Bartow Municipal Ai rt Bartow. Florida 315 East Robinson Street and Industrial Park Suite 245 Bartow, Florida 33830 Runwa 91, - 27R Lighting and Orlando. Florida 32801 this L. Barrow, Ex.Dir. Associated improvements Phone: (407) 422-0353 Phone: 941 533-1195 Wa a Coun Board of Wayne County Airport R. W. Armstron & Assoc. $ 18,287 GA AP 99.9300-1(3735) T4 Yes Commissioners Jesu , GA 1770 Indian Trail Road P. O. Box 217 Suite 430 Jesu , GA 31598 Runway 28 Extension - Division IL Elect. Norcross, GA 30093 Nan Jones, C Adm. Dexter Jones Phone: 912 427-5900 Phone 770 931-3322 Columbia Metro. Air A Columbia Metropolitan Ai rt Evans Fnaineering Associates $ 66,656 AIP No. 3-45-0018-22 Yes 125-A Summer Lake Drive Columbia, South Carolina 744 Sunset Blvd., Suite 203 West Columbia SC 29170 i 1west Columbia, SC 29169 Dave Thomas, Proc, M Runway l 1 and 29 Precision Approach Phone: (803) 791-1446 Phone: 803 822-5010 Path Indicator (PAPI) System Page 6 of 9 JACO Airfield Construction, Inc. CONTRACT REFERENCES Page 7 of 9 Was Cowrac( Name of Agency or Onner of Project Savannah Airport Comm. Location and Type Project Savannah International Airport Name ojEngineer in Charge Savannah Airport Comm. $ Contract Project/Contract Amount Number 563,474 AIN No. 3-13-0100.33 Completed on time? _ Ycs 400 Airways Avenue Savannah. GA 400 Airways Avenue Savannah, GA 31408 Savannah, GA 31408 _... - Phone: (912) 964-0514 Construct T/W "A" South End Phone: (912) 964-0514 City of Bartow Bartow Municipal Ai rt URS Greiner, Inc. $ 390,395 AIP No. 3-12 0005-1500 Yes Bartow Municipal Airport Bartow, Florida 315 East Robinson Street and Industrial Park Suite 245 Bartow, Florida 33830 Runway 9L - 27R Li ting and Orlando, Florida 32801 Chia L. Barrow, Ex.Dir. Associated Improvements - Phase 2 Phone: (407) 422-0353 Phone: 941 533-1195 L -J, Inc. 220 Stoneridge Dr., Ste. 405 Columbia Metropolitan Airport Columbia, South Carolina The LPA Group, Inc. 2530 Devine Street $ 254,713 AIP No. 3-45-0018-22 Yes Columbia, SC 29210 Columbia, SC 29250 Hu W. Wilson Runway 1 I Safe Overrun Improvements Phone: 803 929-1181 L -J, Inc. Toombs County Airport Robert andCompany $ 303,573.82 GA DOT AP 98-9700-1(297) In Progress 220 Stonerid a Dr.,Ste.405 Vidalia, Geor is 96 Poplar Street, N.W. Columbia, SC 29210 Atlanta, GA 30335-6001 Hugh W. Wilson 1000' x 100' Extension of R/W 24 Phone: 803 929-1181 Tennessee Asphalt Co. McGhee Tyson Ai rt The LPA Grou Inc. $ 391,105.00 AIP No. 347-0037 Yes P. O. Box 11 I1 Alcoa, Tennessee Knoxville, TN Knoxville, TN 37901-1111 Phillip M. Brown, VP Taxiway "A" Rehabilitation and Phone: 865 579-2000 Improvements Brunswick County, NC Brunswick County Al A �321 $ 49,667.83 NCI I _ Yes_ 4019 Long Beach Road rt,NC 28461 Rotatin Beacon �FnCt eet_South 401 Page 7 of 9 JACO Airfield Construction, Inc. CONTRACT REFERENCES Page 8 of 9 IVa, C-1-1 Name ojAgency or Location and Type Project Name of Engineer Contract ProjecdContrad Completed Owner of Projed In Charge Amount Number on time? City of Atlanta Hartsfield Atlanta International Airport City of Atlanta $ 1,894,170.00 AIP No. 3 -13 -0008 -XX N Progress Dept. of Aviation 55 Trinity Ave., SW, Ste 1790 Misc Airfield Lighting Improvements Atlanta, GA 30335-0307 Memphis -Shelby County Memphis International Airport Allen & Hoshall $ 817,271 MSCAA 00-1030 In Progress Airport Authority Project Center 2491 Winchester Road R/W 17-35 NAVAIDS Installation 4225 Airways Blvd. Mem his, TN 38116-3856 Mem his, TN 38116-6104 Phone: 901 947-5600 Jeff Old, Pro'. Engineer APAC-Georgia, Inc. Charlotte -Douglas International Airport $ 846,028.00 A1P #3-37-0012-25 Yes One APAC Industrial Way Charlotte, North Carolin Augusta, GA 30907 Carl Larkins Site Pre aration and Pavin TIW "F" Phone: 706 731-5230 Lane Construction Corp. Memphis International Airport Allen & Hoshall $ 8,681,568.00 MSCAA 00-1036 In Pross P. O. Box 30189 Memphis, Tennessee Project Center Memphis, TN 38130 4225 Airways Blvd. George Hassfurter, Proj.Mgr. Reconstruct R/W 18R - 36L Memphis, TN 38116-6104 Phone: 901 348-0042 JeffOld, Pro'. Engineer Shepherd Construction Co., Inc. McCollum Field - Cobb County Airport The LPA GX $ 113,915.00 AIP 3-13-0081-15 In Progress P. 0. Box 8088, Station F Kennesaw, Georgia 5255 Triangle0 1800 Briarcliff Rd., NE Norcross, G Atlanta, GA 31106 South Parallel Taxiwa - Phase 2 Donald E. Mayo, PE Phone: 404 325-9350 Stewart Brothers, Inc. Peachtree-Dekalb Airport The LPA Group $ 86,380.00 AIP 3 -13 -0010 -XX In Progress 2480 Pleasantdale Road Dek,% County - Decatur, GA Doraville, GA 30340-1558 Sam Youngblood, Proj. M 2001 Airfield Pavement Rehabilitation Phone: 770 447-5810 Page 8 of 9 JACO Airfield Construction, Inc. CONTRACT REFERENCES Name of Agency or Owner of Project City of Thomson Location and Type Projed Thomson-McDuliie Regional Airport Name ojEngmeer in Charge W. K. Dickson Contract ProjectlContract Amount Number $ 38.210.00 Was Contract Completed on time? In Progress 309 Main Street 2120 Powers Ferry Rd. -Ste. 100 Thomson, GA 30824 West Taxiway Extension Atlanta, GA 30339 _ Gary's Grading & Pipeline 3113 Westbrook Trace Lawrenceville, GA 30044 Gwinnett County Airport Kimley Horn Associates, Inc. $ 75,105.00 In Progress Chris Opolka, VP Taxiway 'B" Extension Phone: 770 267-0825 Smyrna -Rutherford County Smyrna Airport Post, Buckley, Schuh & $ 152,679.29 TAD No. 755-555-0783-04 In Progress Airport Authority Jernigan, Inc. Smyrna Airport 2 International Plaza Dr. -Ste 810 660 Fitzhugh Blvd. Taxiway Lt. Im rovements Nashville, TN 37217 Srnvrna, TN 37167 Page 9 of 9 EXHIBIT "A" List of Supplies/Materials that the U.S, Government Has Determined Are Not Produced In the United States In Sufficient and Reasonably Available Quantities And of Sufficient Quality (Jan 1991) Acatylene, black. Agar, bulk. Anise. Antimony, as metal or oxide. Asbestos, amosite, chrysolite, and crocidolite. Bananas. Bauxite. Beef, corned, canned. Beef extract. Bephenium Hydroxynapthoate. Bismuth. Books, trade, text, technical, or scientific; newspapers; pamphlets; magazines; periodicals; printed briefs and films; not printed in the United States and for which domestics editions are not available. Brazil nuts, unroasted. Cadmium, ores and flue dust. Calcium cyanamide. Capers. Cashew nuts. Castor beans and castor oil. Chalk, English. chestnuts. Chicle. Chrome ore or Chromite. Cinchona bark. Cobalt, in cathodes, rondelles, or other primary ore and metal forms. Cocoa beans. Coconut and coconut meat, unsweetened, in shredded, desiccated or similarly prepared form. Coffee, raw or green bean. Colchicine alkaloid, raw. Copra. Cork, wood or bark and waste. Cover glass, microscope slide. Cryolite, natural. Dammar gum. Diamonds, industrial, stones and abrasives. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting EX -A-1 Emetine, bulk. Ergot, crude. Erthrityl tetranitrate. Fair linen, altar. Fibers of the following types: abaca, abace, agava, coir, flax, jute, jute burlaps, palmyra and sisal.Goat and kidskins. Graphite, natural, crystal -line, crucible grade. Handsewing needles. Hemp yarn. Hog bristles for brushes. Hyoscine, bulk. Ipecac, root. Iodine, crude. Kaurigum. Lac. Leather, sheepskin, hair type. Lavender oil. Manganese. Menthol, natural bulk. Mica. Microprocessor chips (brought onto a construction site as separate units for incorporation into building systems during construction or repair and alteration of real property.) Nickel, primary, in ingots, pigs, shots, cathodes, or similar forms; nickel oxide and nickel salts. Nitroguanidine (also known as picrite). Nux vomica, crude. Oiticica oil. Olive oil. Olives (green), pitted or unpitted, or stuffed, in bulk. Opium, Crude. Oranges, mandarin, canned. List of Supplies/Materials that the U.S. Government Has Determined Are Not Produced In the United States In Sufficient and Reasonably Available Quantities And of Sufficient Quality (Jan 1991) Petroleum, crude oil, un -finished oils, and finished products (see definitions below). Pine needle oil. Platinum and related group metals, refined, as sponge, powder, ingots, or cast bars. Pyrethrum flowers. Quartz crystals. Quebracho. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting EX -A-2 Quinidine. Quinine. Rabbit fur felt. Radium slats, source and special nuclear materials. Rosettes. Rubber, crude and latex. Rutile. Santonin, crude. Secretin. Shellac. Silk, raw and unmanufacturered. Spare and replacement parts for equipment of foreign manufacturer, and for which domestic parts are not available. Spices and herbs, in bulk. Sugars, raw. Swords and scabbards. Talc, block, steatite. Tantalum. Tapioca flour and cassava. Tartar, crude; tartaric acid and cream of tartar in bulk. Tea in bulk. Thread, metallic (gold). Thyme oil. Tin in bars, blocks, and pigs. Triprolidine hydrochloride. Tungsten. Vanilla beans. Venom, cobra. Wax, canauba. Woods; logs, veneer, and lumber of the following species: Alaskan yellow cedar, angelique, balsa, ekki, greenhart, lignum vitae, mahogany, and teak. Yam, 50 Denier rayon. Petroleum terms are used as follows: "Crude oil" means crude petroleum, as it is produced at the wellhead, and liquids ( under atmospheric conditions) that have been recovered from mixtures of hydrocarbons that existed in a vaporous phase in a reservoir and that are not natural gas products. "Finished products" means any one or more of the following petroleum oils, or a mixture or combination of these oils, to be used without further processing except blending by mechanical means: Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting EX -A-3 (A) "Asphalt" - a solid or semi-solid cementitious material that (1) gradually liquefies when heated, (2) has bitumins as its predominating constituents, and (3) is obtained in refining crude oil. List of Supplies/Materials that the U.S. Government Has Determined Are Not Produced In the United States In Sufficient and Reasonably Available Quantities And of Sufficient Quality (Jan 1991) (CONTINUED) (B) "Fuel oil" - a liquid or liquefiable petroleum product burned for lighting or for the generation of heat or power and derived directly or indirectly from crude oil, such as kerosene, range oil, distillate fuel oils, gas oil, diesel fuel, topped crude oil, or residues. (C) "Gasoline" - a refined petroleum distillate that, by its consumption, is suitable for use as a carburant in internal combustion engines. (D) 'Jet fuel' - a refined petroleum distillate used to fuel jet propulsion engines. (E) "Liquefied gases" - Hydrocarbon gases recovered from natural gas or produced from petroleum refining and kept under pressure to maintain a liquid state at ambient temperatures. (F) "Lubricating oil' - a refined petroleum distillate or specially treated petroleum residue used to lessen friction between surfaces. (G) "Naphtha" - a refined petroleum distillate falling within a distillation range overlapping the higher gasoline and the lower kerosenes. (H) "Natural gas products" - liquids (under atmospheric conditions) including natural gasoline, that - (1) are recovered by a process of absorption, adsorption, compression, refrigeration, cycling, or a combination of these processes, from mixtures of hydrocarbons that existed in a vaporous phase in a reservoir, and (2) when recovered and without processing in a refinery, definitions of products contained in subdivision (B), (C), and (G) above. (I) "Residual fuel oil' - a topped crude oil or viscous residuum that, as obtained in refining or after blending with other fuel oil, meets or is the equivalent of MILSPEC MIL -F-859 for Navy Special Fuel Oil and any more viscous fuel oil, such as No. 5 or Bunker C. "Unfinished oils" means one or more of the petroleum oils listed under "Finished products" above, or a mixture or combination of these oils, that are to be further processed other than by blending by mechanical means. Sebastian Municipal Airport R/W 4-22 Medium Intensity RV Edge Lighting EX -A-4 CERTIFICATE OF SECRETARY AS TO RESOLUTION ADOPTED BY BOARD OF DIRECTORS ON I, CYl e!4 e • , hereby certify that I am the duly authorized Secretary of .TACO A-1(lip-U Inc. charged with keeping the records and the seal of said Corporation, and that the following is a true and correct copy of a resolution adopted at a meeting of the Board of Directors of the Corporation duly held on U.ILA 2, 10 C 2- , which resolution is now in full force and effect. RESOLVED, that O rC fndG P, Grit e e1 , PES i d e- r.,fi (President, Vice President) of TACO AJ r-jk-0 a QtMS+(uLiitr t . cnC . is hereby authorized to execute contracts, performance bonds and labor and materials bonds on behalf of the Corporation. WITNESS my hand as Secretary, and the seal of the Corporation this a2 Ad day of Secret Sworn to before me this �ay ofa- Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting CS -1 JACO AIRFIELD CONSTRUCTION, INC 1071 Greensboro Road, Eatonton, Georgia 31024 Phone (706) 485-5434 Fax (706) 485-5867 CERTIFICATE OF CORPORATE AUTHORITY I, Cheryl C. Sugarbaker , certify that I am Secretary of the corporation named herein, same being organized and incorporated to do business under the laws of the State of Georg that Brenda P. Green who executed this contract on behalf of the Corporation was, then and there, President ; and that said contract was duly signed by said officer for and in behalf of said corporation, pursuant to the authority of its governing body and within the scope of its corporate powers. I certify that the names and business addresses of the President, Secretary, and Treasurer of said corporation as of this date are as follows: President - Brenda P. Green, 1071 Greensboro Road, Eatonton, GA Secretary - Cheryl C. Sugarbaker, 1071 Greensboro Road, Eatonton, GA Treasurer - M. Dennis Pate, 1071 Greensboro Road, Eatonton, GA This 2nd day of july , 20 02 . &±J L 6- zwuL//-r.,K c Cheryl C. Sugarbaker, S cretary (Corporate Seal) THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A312 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where appricable. CONTRACTOR (Name and Address): JACO Airrield Construction, Inc. 1071 Greensboro Road Eatonton, GA 31024 OWNER (Name and Address): City of Sebastian, Florida City Hall, 1225 Main Street Sebastian, Florida 32958 CONSTRUCTION CONTRACT Date: Amount: $236,886.44 Description (Name and Location): SURETY (Name and Principal Place of Business): Carolina Casualty Insurance Company 4005 Windward Plaza Dr., S. 560 Alpharetta, GA 30005 Runway 4-22 Edge Lighting Date (Not earlier than Construction Contract Date): Amount: $236,886.44 Modifications to this Bond: ® None ❑ See Page 3 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) JACO Airrield ConS3090n, Inc. Carolina Casualty Insure ompany 110Li Signature: Signature: Name an Ti e: renaa V. rC ems, rcestcle^r Name and Tit!sr *arg et S. Meyers (Any additional signatures appear on page 3) (FOR INFORMATION ONLY -Name, Address and Telephone) —' AGENT or BROKER: OWNER' ect, Engineer or other party): Graham -Naylor Agency, Inc. 1355 Terrell Mill Rd., Bldg. 1464 Marietta, GA 30067 (770)952-1096 AIA DOCUMENT A312 -PERFORMANCE BOND AND PAYMENT BOND. DECEMBER 1984 ED. AIA® THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, DC 20006 A312e1984 1 THIRD PRINTING • MARCH 1987 GENERAL PROVISIONS SECTION 10 DEFINITION OF TERMS Whenever the following terms are used in these specifications, in the contract, in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning shall be interpreted as follows: 10-01 AASHTO. The American Association of State Highway and Transportation Officials, the successor association to AASHO. 10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon connecting the airport to a public highway. 10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be famished. 10-03.1 ADVISORY CIRCULAR A document issued by the FAA containing informational material and guidance. When referred to in the plans and specifications, advisory sirculars shall have the same force as supplemental specifications. 10-04 AIP. The Airport Improvement Program, a grant-in-aid program, administered by the Federal Aviation Administration. 10-05 AIR OPERATIONS AREA. For the purpose of these specifications, the term air operations area shall mean any area of the airport used or intended to be used for the landing, takeoff, or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, or apron. 10-06 AIRPORT. Airport means an area of land or water which is used or intended to be used for the landing and takeoff of aircraft, and includes its buildings and facilities, if any. 10-07 ASTM. The American Society for Testing and Materials. 10-08 AWARD. The acceptance, by the Owner, of the successful bidder's proposal. 10-09 BIDDER Any individual, partnership, firm, or corporation, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated. 10-10 BUILDING AREA. An area on the airport to be used, considered, or intended to be used for airport buildings or other buildings and facilities located thereon. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -10-1 10-11 CALENDAR DAY. Everyday shown on the calendar. 10-12 CHANGE ORDER. A written order to the Contractor covering changes in the plans, specifications, or proposal quantities and establishing the basis of payment and contract time adjustment, if any, for the work affected by such changes. The work, covered by a change order, shall be within the scope of the contract. 10-13 CONTRACT. The written agreement covering the work to be performed. The awarded contract shall include, but is not limited to: The Advertisement; The Contract Form; The Proposal; The Performance Bond; The Payment Bond; any required insurance certificates; The Specifications; The Plans, and any addenda issued to bidders.(we removed the contract from the specs) 10-14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the contract. 10-15 CONTRACT TIME. The number of calendar days or working days, stated in the proposal, allowed for completion of the contract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar or working days, the contract shall be completed by that date. 10-16 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for the acceptable performance of the work contracted and for the payment of all legal debts pertaining to the work who acts directly or through lawful agents or employees to complete the contract work. 10-17 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area. 10-18 ENGINEER. The individual, partnership, firm, or corporation duly authorized by the Owner (sponsor) to be responsible for engineering supervision of the contract work and acting directly or through an authorized representative. 10-19 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper construction and acceptable completion of the work. 10-20 EXTRA WORK. An item of work not provided for in the awarded contract as previously modified by change order or supplemental agreement, but which is found by the Engineer to be necessary to complete the work within the intended scope of the contract as previously modified. 10-21 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When used to designate a person, FAA shall mean the Administrator or his/her duly authorized representative. 10-22 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and supplements, amendments, and indices thereto are prepared and issued by the General Services Sebastian Municipal Airport R(W 4-22 Medium Intensity RAV Edge Lighting 109911IN Administration of the Federal Government. They may be obtained from Standardization Document Order Desk, 700 Robbins Avenue, Building 4, Section D, Philadelphia, Pennsylvania 19111-5094, Telephone (215)697-2197, FAX 215-697-2978. 10-23 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary inspections and/or tests of the work performed or being performed, or of the materials famished or being furnished by the Contractor. 10-24 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words "directed," "required," "permitted," 'ordered," "designated," "prescribed," or words of the like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to the final determination of the Owner. Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited standard shall be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference. 10-25 LABORATORY. The official testing laboratories of the Owner or such other laboratories as may be designated by the Engineer. 10-26 LIGHTING. A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface. 10-27 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item that is listed in the proposal, the total cost of which is equal to or greater than 20 percent of the total amount of the award contract. All other items shall be considered minor contract items. 10-28 MATERIALS. Any substance specified for use in the construction of the contact work. MIL SPECIFICATION The Military Specifications and Standards, and indices thereto, are prepared and issued by the Department of Defense. They may be obtained from the same address noted in paragraph 10-23, Federal Specifications.) 10-29 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the contract time begins. 10-30 OWNER (SPONSOR). The term Owner shall mean the party of the first part or the contracting agency signatory to the contract. For AIP contracts, the term sponsor shall have the same meaning as the term Owner. 10-31 PAVEMENT. The combined surface course, base course, and subbase course, if any, Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting GP -10-3 considered as a single unit. 10-32 PAYMENT BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that he will pay in full all bills and accounts for materials and labor used in the construction of the work, as provided by law. (we removed this from specs.) 10-33 PERFORMANCE BOND. The approved form of security fiunished by the Contractor and his/her surety as a guaranty that the Contractor will complete the work in accordance with the terms of the contract. (we removed this from specs). 10-34 PLANS. The official drawings or exact reproductions which show the location, character, dimensions and details of the airport and the work to be done and which are to be considered as a part of the contract, supplementary to the specifications. 10-35 PROJECT. The agreed scope of work for accomplishing specific airport development with respect to a particular airport. 10-36 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and famish the necessary materials in accordance with the provisions of the plans and specifications. 10-37 PROPOSAL GUARANTY. The security fiunished with a proposal to guarantee that the bidder will enter into a contract if his/her proposal is accepted by the Owner. 10-38 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. 10-39 SPECIFICATIONS. A part of the contract containing the written directions and requirements for completing the contract work. Standards for specifying materials or testing which are cited in the contract specifications by reference shall have the same force and effect as if included in the contract physically. 10-39.1 SPONSOR A public agency or a political subdivision of a state in whom rests the title to the airport at which the construction under this contract is to be performed. Political subdivision referes to a County, City, Village, Township, or any combination or authority thereof as provided by law for the construction and operation of airports. The sponsor may also be referred to as the Owner in several parts of the contract. 10-40 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-40.1 SUBCONTRACTOR The prequalified (where required) individual, partnership or corporation, or a combination thereof, undertaking the execution of a part of the work under the terms of the contract, by virtue of an agreement with the Contractor approved by the Owner. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -10-4 10-41 SUBGRADE. The soil which forms the pavement foundation. 10-42 SUPERINTENDENT. The Contractor's executive representative who is present on the work during progress, authorized to receive and fulfill instructions from the Engineer, and who shall supervise and direct the construction. 10-43 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and the Owner covering: (1) work that would increase or decrease the total amount of the awarded contract, or any major contract item, by more than 25 percent, such increased or decreased work being within the scope of the originally awarded contract; or (2) work that is not within the scope of the originally awarded contract. 10-44 SURETY. The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds which are fiunished to the Owner by the Contractor. 10-45 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airport's runways or aircraft parking areas. 10-46 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contractor's performance of all duties and obligations imposed by the contract, plans, and specifications. 10-47 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the Contractor may proceed with regular work for at least 6 hours toward completion of the contract. Unless work is suspended for causes beyond the Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces engage in regular work, requiring the presence of an inspector, will be considered as working days. END OF SECTION 10 Sebastian Municipal Airport R/W 4-22 Medium Intensity R!W Edge Lighting elURIN SECTION 40 SCOPE OF WORK 40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and completion, in every detail, of the work described. It is further intended that the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the work in accordance with the plans, specifications, and terms of the contract. 40-02 ALTERATION OF WORK AND QUANTITIES. The Owner reserves and shall have the right to make such alterations in the work as may be necessary or desirable to complete the work originally intended in an acceptable manner. Unless otherwise specified herein, the Engineer shall be and is hereby authorized to make such alterations in the work as may increase or decrease the originally awarded contract quantities, provided that the aggregate of such alterations does not change the total contract cost or the total cost of any major contract item by more than 25 percent (total cost being based on the unit prices and estimated quantities in the awarded contract). Alterations which do not exceed the 25 percent limitation shall not invalidate the contract nor release the surety, and the Contractor agrees to accept payment for such alterations as if the altered work had been a part of the original contract. These alterations which are for work within the general scope of the contract shall be covered by "Change Orders" issued by the Engineer. Change orders for altered work shall include extensions of contract time where, in the Engineer's opinion, such extensions are commensurate with the amount and difficulty of added work. Should the aggregate amount of altered work exceed the 25 percent limitation hereinbefore specified, such excess altered work shall be covered by supplemental agreement. If the Owner and the Contractor are unable to agree on a unit adjustment for any contract item that requires a supplemental agreement, the Owner reserves the right to terminate the contract with respect to the item and make other arrangements for its completion. All supplemental agreements shall be approved by the FAA and shall include valid wage determination of the U.S. Secretary of Labor when the amount of the supplemental agreement exceeds $2,000. However, if the Contractor elects to waive the limitations on work that increases or decreases the originally awarded contract or any major contract item by more than 25 percent, the supplemental agreement shall be subject to the same U.S. Secretary of Labor wage determination as was included in the originally awarded contract. All supplemental agreements shall require consent of the Contractor's surety and separate performance and payment bonds. 40-03 OMITTED ITEMS. The Engineer may, in the Owner's best interest, omit from the work any contract item, except major contract items. Major contract items may be omitted by a supplemental agreement. Such omission of contract items shall not invalidate any other contract provision or requirement. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -4O-1 Should a contract item be omitted or otherwise ordered to be nonperformed, the Contractor shall be paid for all work performed toward completion of such item prior to the date of the order to omit such item. Payment for work performed shall be in accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90. 40-04 EXTRA WORK. Should acceptable completion of the contract require the Contractor to perform an item of work for which no basis of payment has been provided in the original contract or previously issued change orders or supplemental agreements, the same shall be called Extra Work. Extra work that is within the general scope of the contract shall be covered by written change order. Change orders for such extra work shall contain agreed unit prices for performing the change order work in accordance with the requirements specified in the order, and shall contain any adjustment to the contract time that, in the Engineer's opinion, is necessary for completion of such extra work. When determined by the Engineer to be in the Owner's best interest, he may order the Contractor to proceed with extra work by force account as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. Extra work that is necessary for acceptable completion of the project, but is not within the general scope of the work covered by the original contract shall be covered by a Supplemental Agreement as hereinbefore defined in the subsection titled SUPPLEMENTAL AGREEMENT of Section 10. Any claim for payment of extra work that is not covered by written agreement (change order or supplemental agreement) shall be rejected by the Owner. 40-05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the safety of aircraft, as well as the Contractor's equipment and personnel, is the most important consideration. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas of the airport with respect to his/her own operations and the operations of all his/her subcontractors as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80. It is fiuther understood and agreed that the Contractor shall provide for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft while operating to, from, and upon the airport as specified in the subsection titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS in Section 70. With respect to his/her own operations and the operations of all his/her subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying: personnel; equipment; vehicles; storage areas; and any work area or condition that may be hazardous to the operation of aircraft, fire -rescue equipment, or maintenance vehicles at the airport. When the contract requires the maintenance of vehicular traffic on an existing road, street, or highway during the Contractor's performance of work that is otherwise provided for in the contract, plans, and specifications, the Contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to accommodate traffic. The Contractor shall furnish, erect, and maintain barricades, warning signs, flagmen, and other traffic control Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -40-2 devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from abutting property or intersecting roads, streets or highways. The Contractor shall make his/her own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified in this subsection. The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be measured or paid for directly, but shall be included in the various contract items. 40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered within the established lines, grades, or grading sections shall be removed by the Contractor, unless such existing structures are otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place, reused in the work or to remain in place. The cost of removing such existing structures shall not be measured or paid for directly, but shall be included in the various contract items. Should the Contractor encounter an existing structure (above or below ground) in the work for which the disposition is not indicated on the plans, the Engineer shall be notified prior to disturbing such structure. The disposition of existing structures so encountered shall be immediately determined by the Engineer in accordance with the provisions of the contract. Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK of this section, it is intended that all existing materials or structures that may be encountered (within the lines, grades, or grading sections established for completion of the work) shall be utilized in the work as otherwise provided for in the contract and shall remain the property of the Owner when so utilized in the work. 40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete slabs within the established lines, grades, or grading sections, the use of which is intended by the terms of the contract to be either embanlanent or waste, he may at his/her option either: a. Use such material in another contract item, providing such use is approved by the Engineer and is in conformance with the contract specifications applicable to such use; or b. Remove such material from the site, upon written approval of the Engineer; or C. Use such material for his/her own temporary construction on site; or d. Use such material as intended by the terms of the contract. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP40-3 Should the Contractor wish to exercise option a., b., or c., he shall request the Engineer's approval in advance of such use. Should the Engineer approve the Contractor's request to exercise option a., b., or c., the Contractor shall be paid for the excavation or removal of such material at the applicable contract price. The Contractor shall replace, at his/her own expense, such removed or excavated material with an agreed equal volume of material that is acceptable for use in constructing embankment, backfills, or otherwise to the extent that such replacement material is needed to complete the contract work. The Contractor shall not be charged for his/her use of such material so used in the work or removed from the site. It is understood and agreed that the Contractor shall make no claim for delays by reason of his/her exercise of option a., b., or c. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades, or grading sections established for the work, except where such excavation or removal is provided for in the contract, plans, or specifications. 40-08 FINAL CLEANING UP. Upon completion of the work and before acceptance and final payment will be made, the Contractor shall remove from the site all machinery, equipment, surplus and discarded materials, rubbish, temporary structures, and stumps or portions of trees. He shall cut all brush and woods within the limits indicated and shall leave the site in a neat and presentable condition. Material cleared from the site and deposited on adjacent property will not be considered as having been disposed of satisfactorily, unless the Contractor has obtained the written permission of such property Owner. 40-09 ACCESS TO THE WORK. Access to the work will be via the access routes shown on the plans or as directed by the Engineer. The Contractor shall identify access routes with suitable signs, barricades and similar equipment. The entire access route and construction site shall be kept free and clean of all debris at all times and maintained in good repair by the Contractor. All damage to the access route caused by the actions of the Contractor or his agents shall be immediately repaired to the satisfaction of the Owner. No additional payment will be made to the Contractor for complying with the requirements of this subsection. No other access to the work sites will be permitted without written approval by the Engineer. Contractor's vehicles and equipment, including vehicles and equipment of subcontractors and others coming under the Contractor's control, will not be permitted to traverse other airfield areas or pavements without written approval of the Engineer. Contractor's vehicles, equipment, and materials may be stored in the area designated on the Plans. Upon completion of the work, the storage area shall be cleaned up and returned to its Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -40-4 original condition to the satisfaction of the Engineer. No special payment will be made for clean up and restoration of the storage area. Space will be allotted by the Engineer for the use of employees of the Contractor and his subcontractor(s) for the daily parking of their automobiles during the construction period. Personal vehicles of employees and vehicles operated by vendors of goods or services will not be permitted beyond the Contractor's parking area. Drivers of vehicles being operated beyond this area shall be subject to loss of permission to enter the construction site. END OF SECTION 40 Sebastian Municipal Airport R/W 4-22 Medium Intensity R(W Edge Lighting GP40-5 SECTION 50 CONTROL OF WORK 50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions which may arise as to the quality and acceptability of materials famished, work performed, and as to the manner of performance and rate of progress of the work. He shall decide all questions which may arise as to the interpretation of the specifications or plans relating to the work, the fulfillment of the contract on the part of the Contractor, and the rights of different Contractors on the project. The Engineer shall determine the amount and quality of the several kinds of work performed and materials finished which are to be paid for under the contract. 50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all materials furnished shall be in reasonably close conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements, and testing requirements that are specified (including specified tolerances) in the contract, plans or specifications. If the Engineer finds the materials fianished, work performed, or the finished product not within reasonably close conformity with the plans and specifications but that the portion of the work affected will, in his/her opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner, he will advise the Owner of his/her determination that the affected work be accepted and remain in place. In this event, the Engineer will document his/her determination and recommend to the Owner a basis of acceptance which will provide for an adjustment in the contract price for the affected portion of the work. The Engineer's determination and recommended contract price adjustments will be based on good engineering judgment and such tests or retests of the affected work as are, in his/her opinion, needed. Changes in the contract price shall be covered by contract modifications (change order or supplemental agreement) as applicable. If the Engineer finds the materials fianished, work performed, or the finished product are not in reasonably close conformity with the plans and specifications and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the Engineer's written orders. For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as waiving the Contractor's responsibility to complete the work in accordance with the contract, plans, and specifications. The term shall not be construed as waiving the Engineer's right to insist on strict compliance with the requirements of the contract, plans, and specifications during the Contractor's prosecution of the work, when, in the Engineer's opinion, such compliance is essential to provide an acceptable finished portion of the work. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -50-1 For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide the Engineer with the authority to use good engineering judgment in his/her determinations as to acceptance of work that is not in strict conformity but will provide a finished product equal to or better than that intended by the requirements of the contract, plans and specifications. 50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The contract, plans, specifications, and all referenced standards cited are essential parts of the contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In resolving conflicts, discrepancies or errors in the various contract documents, the documents shall be given the order of precedence, as follows: Contract, Supplemental Agreement, Change Order, Addenda, Supplementary Conditions, Plans, Specifications, General Provisions. In case of discrepancy, figured dimensions, unless obviously incorrect, shall govern over scaled dimensions. Cited standards for materials or testing, and cited FAA Advisory Circulars shall be considered as standard specifications. The Contractor shall not take advantage of any apparent error or omission on the plans or specifications. In the event the Contractor discovers any apparent error or discrepancy, he shall immediately call upon the Engineer for his/her interpretation and decision, and such decision shall be final. 50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with five copies each of the plans and specifications. He shall have available on the work at all times one copy each of the plans and specifications. Additional copies of plans and specifications may be obtained by the Contractor for the cost of reproduction and postage. The Contractor shall give constant attention to the work to facilitate the progress thereof, and he shall cooperate with the Engineer and his/her inspectors and with other contractors in every way possible. The Engineer shall allocate the work and designate the sequence of construction in case of controversy between contractors. The Contractor shall have a competent superintendent on the work at all times who is fully authorized as his/her agent on the work. The superintendent shall be capable of reading and thoroughly understanding the plans and specifications and shall receive and fulfill instructions from the Engineer or his/her authorized representative. 50-05 COOPERATION BETWEEN CONTRACTORS. The Owner reserves the right to contract for and perform other or additional work on or near the work covered by this contract. When separate contracts are let within the limits of any one project, each Contractor shall conduct his/her work so as not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. Each Contractor involved shall assume all liability, financial or otherwise, in connection with his/her contract and shall protect and save harniless the Owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced by him because of the presence and operations of other Contractors working within the limits of the same project. Sebastian Municipal Airport R/W 4-22 Medium Intensity RAV Edge Lighting The Contractor shall arrange his/her work and shall place and dispose of the materials being used so as not to interfere with the operations of the other Contractors within the limits of the same project. He shall join his/her work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. 50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish horizontal and vertical control only. The Contractor must establish all layout required for the construction of the work. Such stakes and markings as the Engineer may set for either his/her own or the Contractor's guidance shall be preserved by the Contractor. In case of negligence on the part of the Contractor, or his/her employees, resulting in the destruction of such stakes or markings, an amount equal to the cost of replacing the same may be deducted from subsequent estimates due the Contractor at the discretion of the Engineer. OR: Utilizing the data shown on the plans and/or famished by the Engineer, the Contractor shall establish all horizontal and vertical controls necessary to construct the work in conformance with the plans and specifications. The work shall include performing all calculations required and setting all stakes needed, such as offset stakes, reference point stakes, slope stakes, and other reference marks or points necessary to provide lines and grades for construction. The Contractor shall employ only competent personnel and utilize only suitable equipment in performing layout work. He shall not engage the services of any person or persons in the employ of the Engineer for performance of layout work. Adequate field notes and records shall be kept as layout work is accomplished. These field notes and records shall be available for review by the Engineer as the work progresses and copies shall be furnished to the Engineer at the time of completion of the project. Any inspection or checking of the Contractor's field notes or layout work by the Engineer and the acceptance of all or any part thereof, shall not relieve the Contractor of his responsibility to achieve the lines, grades, and dimensions shown in the plans and specifications. The cost of all stakes and the cost of performing layout work as described above shall be included in the contract unit prices for the various items of work to which it is incidental 50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing plant equipment is required to be operated automatically under the contract and a breakdown or malfunction of the automatic controls occurs, the equipment may be operated manually or by other methods for a period 48 hours following the breakdown or malfunction, provided this method of operations will produce results which conform to all other requirements of the contract. 50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the Owner shall be authorized to inspect all work done and all material fiunished. Such inspection may extend to all Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting [C)SIOU or any part of the work and to the preparation, fabrication, or manufacture of the materials to be used. Inspectors are not authorized to revoke, alter, or waive any provision of the contract. Inspectors are not authorized to issue instructions contrary to the plans and specifications or to act as foreman for the Contractor. Inspectors employed by the Owner are authorized to notify the Contractor or his/her representatives of any failure of the work or materials to conform to the requirements of the contract, plans, or specifications and to reject such nonconforming materials in question until such issues can be referred to the Engineer for his/her decision. 50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work shall be subject to inspection by the Engineer. The Engineer shall be allowed access to all parts of the work and shall be fiunished with such information and assistance by the Contractor as is required to make a complete and detailed inspection. If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the specifications. Should the work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as extra work; but should the work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the Contractor's expense. Any work done or materials used without supervision or inspection by an authorized representative of the Owner may be ordered removed and replaced at the Contractor's expense unless the Owner's representative failed to inspect after having been given reasonable notice in writing that the work was to be performed. Should the contract work include relocation, adjustment, or any other modification to existing facilities, not the property of the (contract) Owner, authorized representatives of the owners of such facilities shall have the right to inspect such work. Such inspection shall in no sense make any facility owner a party to the contract, and shall in no way interfere with the rights of the parties to this contract. 50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work which does not conform to the requirements of the contract, plans, and specifications will be considered unacceptable, unless otherwise determined acceptable by the Engineer as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. Unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner in accordance with the provisions of the subsection titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70. Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting GP -50-4 Work done contrary to the instructions of the Engineer, work done beyond the lines shown on the plans or as given, except as herein specified, or any extra work done without authority, will be considered as unauthorized and will not be paid for under the provisions of the contract. Work so done may be ordered removed or replaced at the Contractor's expense. Upon failure on the part of the Contractor to comply forthwith with any order of the Engineer made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced and unauthorized work to be removed and to deduct the costs (incurred by the Owner) from any monies due or to become due the Contractor. 50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for damage which may result from the moving of material or equipment. The operation of equipment of such weight or so loaded as to cause damage to structures or to any other type of construction will not be permitted. Hauling of materials over the base course or surface course under construction shall be limited as directed. No loads will be permitted on a concrete pavement, base, or structure before the expiration of the curing period. The Contractor shall be responsible for all damage done by his/her hauling equipment and shall correct such damage at his/her own expense. 50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work during construction and until the work is accepted. This maintenance shall constitute continuous and effective work prosecuted day by day, with adequate equipment and forces so that the work is maintained in satisfactory condition at all times. In the case of a contract for the placing of a course upon a course or subgrade previously constructed, the Contractor shall maintain the previous course or subgrade during all construction operations. All costs of maintenance work during construction and before the project is accepted shall be included in the unit prices bid on the various contract items, and the Contractor will not be paid an additional amount for such work. 50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to maintain the work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of this section, the Engineer shall immediately notify the Contractor of such noncompliance. Such notification shall specify a reasonable time within which the Contractor shall be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the exigency that exists. Should the Contractor fail to respond to the Engineer's notification, the Engineer may suspend any work necessary for the Owner to correct such unsatisfactory maintenance condition, depending on the exigency that exists. Any maintenance cost incurred by the Owner, shall be deducted from monies due or to become due the Contractor. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting Ce1SY11M 50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project the Contractor substantially completes a usable unit or portion of the work, the occupancy of which will benefit the Owner, he may request the Engineer to make final inspection of that unit. If the Engineer finds upon inspection that the unit has been satisfactorily completed in compliance with the contract, he may accept it as being completed, and the Contractor may be relieved of further responsibility for that unit. Such partial acceptance and beneficial occupancy by the Owner shall not void or alter any provision of the contract. 50-15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion of the entire project, the Engineer and Owner will make an inspection. If all construction provided for and contemplated by the contract is found to be completed in accordance with the contract, plans, and specifications, such inspection shall constitute the final inspection. The Engineer shall notify the Contractor in writing of final acceptance as of the date of the final inspection. If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the Engineer will give the Contractor the necessary instructions for correction of same and the Contractor shall immediately comply with and execute such instructions. Upon correction of the work, another inspection will be made which shall constitute the final inspection, provided the work has been satisfactorily completed. In such event, the Engineer will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection. 50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems that additional compensation is due him for work or materials not clearly provided for in the contract, plans, or specifications or previously authorized as extra work, he shall notify the Engineer in writing of his/her intention to claim such additional compensation before he begins the work on which he bases the claim. If such notification is not given or the Engineer is not afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any claim for such additional compensation. Such notice by the Contractor and the fact that the Engineer has kept account of the cost of the work shall not in any way be construed as proving or substantiating the validity of the claim. When the work on which the claim for additional compensation is based has been completed, the Contractor shall, within 10 calendar days, submit his/her written claim to the Engineer who will present it to the Owner for consideration in accordance with local laws or ordinances. Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final payment based on differences in measurements or computations. 50-17 COST REDUCTION INCENTIVE. The provisions of this subsection will apply only to contracts awarded to the lowest bidder pursuant to competitive bidding. On projects with original contract amounts in excess of $100,000, the Contractor may submit to the Engineer, in writing, proposals for modifying the plans, specifications or other requirements of the contract for the sole purpose of reducing the cost of construction. The cost reduction proposal shall not impair, in any manner, the essential functions or characteristics of the project, including but not limited to service life, economy of operation, ease of maintenance, desired appearance, design and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting I0SUN.I safety standards. This provision shall not apply unless the proposal submitted is specifically identified by the Contractor as being presented for consideration as a value engineering proposal. Not eligible for cost reduction proposals are changes in the basic design of a pavement type, runway and taxiway lighting, visual aids, hydraulic capacity of drainage facilities, or changes in grade or alignment that reduce the geometric standards of the project. As a minimum, the following information shall be submitted by the Contractor with each proposal: a. A description of both existing contract requirements for performing the work and the proposed changes, with a discussion of the comparative advantages and disadvantages of each; b. An itemization of the contract requirements that must be changed if the proposal is adopted; C. A detailed estimate of the cost of performing the work under the existing contract and under the proposed changes; d. A statement of the time by which a change order adopting the proposal must be issued; e. A statement of the effect adoption of the proposal will have on the time for completion of the contract; and The contract items of work affected by the proposed changes, including any quantity variation attributable to them. The Contractor may withdraw, in whole or in part, any cost reduction proposal not accepted by the Engineer, within the period specified in the proposal. The provisions of this subsection shall not be construed to require the Engineer to consider any cost reduction proposal which may be submitted. The Contractor shall continue to perform the work in accordance with the requirements of the contract until a change order incorporating the cost reduction proposal has been issued. If a change order has not been issued by the date upon which the Contractor's cost reduction proposal specifies that a decision should be made, or such other date as the Contractor may subsequently have requested in writing, such cost reduction proposal shall be deemed rejected. The Engineer shall be the sole judge of the acceptability of a cost reduction proposal and of the estimated net savings from the adoption of all or any part of such proposal. In determining the estimated net savings, the Engineer may disregard the contract bid prices if, in the Engineer's judgement such prices do not represent a fair measure of the value of the work to be performed or deleted. The Owner may require the Contractor to share in the Owner's costs of investigating a cost reduction proposal submitted by the Contractor as a condition of considering such proposal. Where Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -50-7 such a condition is imposed, the Contractor shall acknowledge acceptance of it in writing. Such acceptance shall constitute full authority for the Owner to deduct the cost of investigating a cost reduction proposal from amounts payable to the Contractor under the contract. If the Contractor's cost reduction proposal is accepted in whole or in part, such acceptance will be by a contract change order which shall specifically state that it is executed pursuant to this subsection. Such change order shall incorporate the changes in the plans and specifications which are necessary to permit the cost reduction proposal or such part of it as has been accepted and shall include any conditions upon which the Engineer's approval is based. The change order shall also set forth the estimated net savings attributable to the cost reduction proposal. The net savings shall be determined as the difference in costs between the original contract costs for the involved work items and the costs occurring as a result of the proposed change. The change order shall also establish the net savings agreed upon and shall provide for adjustment in the contract price that will divide the net savings equally between the Contractor and the Owner. The Contractor's 50 percent share of the net savings shall constitute full compensation to the Contractor for the cost reduction proposal and the performance of the work. Acceptance of the cost -reduction proposal and performance of the cost -reduction work shall not extend the time of completion of the contract unless specifically provided for in the contract change order. 50-17 RETEST OF WORK. When as provided for in the contract documents, the Owner performs sampling and tests of the work and the tests show a failure to meet the requirements of the contract documents, the expense of retesting, after reworking or substitution by the Contractor will be at the expense of the Contractor and such costs will be deducted from the payments otherwise due to the Contractor. 50-18 CORRECTION OF WORK AFTER FINAL PAYMENT. Neither the final certificate nor payment, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship and, unless otherwise specified, he shall remedy any defect due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from date of final acceptance. Wherever the word "acceptance" occurs, it shall be understood to mean final acceptance. The Owner shall give notice of observed defects with reasonable promptness. If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after the receipt of notice, the Owner shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense. With respect to all warranties, expressed or implied, from subcontractors, manufacturer, or suppliers for work performed and materials furnished under this Contractor, the Contractor shall: (1) Obtain all warranties that would be given in normal commercial practice; (2) Require all warranties to be executed, in writing, for the benefit of the Owner. Sebastian Municipal Airport R/W 4-22 Medium Intensity RIW Edge Lighting GP -50-8 SECTION 60 CONTROL OF MATERIALS 60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on the work shall conform to the requirements of the contract, plans, and specifications. Unless otherwise specified, such materials that are manufactured or processed shall be new (as compared to used or reprocessed). In order to expedite the inspection and testing of materials, the Contractor shall finnish complete statements to the Engineer as to the origin, composition, and manufacture of all materials to be used in the work. Such statements shall be fiunished promptly after execution of the contract but, in all cases, prior to delivery of such materials. At the Engineer's option, materials may be approved at the source of supply before delivery is started. If it is found after trial that sources of supply for previously approved materials do not produce specified products, the Contractor shall fiunish materials from other sources. Leave in/Take out all/part???? The Contractor shall finnish airport lighting equipment that conforms to the requirements of cited materials specifications. In addition, where an FAA specification for airport lighting equipment is cited in the plans or specifications, the Contractor shall famish such equipment that is: a. Listed in FAA Advisory Circular (AC) 150/5345-1, Approved Airport Equipment, that is in effect on the date of advertisement; and b. Produced by the manufacturer qualified (by FAA) to produce such specified and listed equipment. 60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the work shall be inspected, tested, and approved by the Engineer before incorporation in the work. Any work in which untested materials are used without approval or written permission of the Engineer shall be performed at the Contractor's risk. Materials found to be unacceptable and unauthorized will not be paid for and, if directed by the Engineer, shall be removed at the Contractor's expense. Unless otherwise designated, tests in accordance with the cited standard methods of AASHTO or ASTM which are current on the date of advertisement for bids will be made by and at the expense of the Owner. Samples will be taken by a qualified representative of the Owner. All materials being used are subject to inspection, test, or rejection at any time prior to or during incorporation into the work. Copies of all tests will be furnished to the Contractor's representative at his/her request. In the event that any tests show a failure to meet the requirements of the contract document, the expense of retesting, after substitution or modification by the Contractor, will be at the expense of the Contractor and such costs will be deducted from the payments otherwise due to the Contractor. The Contractor shall give sufficient notification of the placing of orders for materials to permit testing. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -60-1 60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to sampling and testing, of certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating that such materials or assemblies fully comply with the requirements of the contract. The certificate shall be signed by the manufacturer. Each lot of such materials or assemblies delivered to the work must be accompanied by a certificate of compliance in which the lot is clearly identified. Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any time and if found not to be in conformity with contract requirements will be subject to rejection whether in place or not. The form and distribution of certificates of compliance shall be as approved by the Engineer. When a material or assembly is specified by "brand name or equal" and the Contractor elects to famish the specified "brand name", the Contractor shall be required to famish the manufacturer's certificate of compliance for each lot of such material or assembly delivered to the work. Such certificate of compliance shall clearly identify each lot delivered and shall certify as to: a. Conformance to the specified performance, testing, quality or dimensional requirements; and, b. Suitability of the material or assembly for the use intended in the contract work. Should the Contractor propose to famish an "or equal" material or assembly, he shall famish the manufacturer's certificates of compliance as hereinbefore described for the specified brand name material or assembly. However, the Engineer shall be the sole judge as to whether the proposed "or equal" material or assembly is suitable for use in the work. The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis of certificates of compliance. 60-04 PLANT INSPECTION. The Engineer or his/her authorized representative may inspect, at its source, any specified material or assembly to be used in the work. Manufacturing plants may be inspected from time to time for the purpose of determining compliance with specified manufacturing methods or materials to be used in the work and to obtain samples required for his/her acceptance of the material or assembly. Should the Engineer conduct plant inspections, the following conditions shall exist: a. The Engineer shall have the cooperation and assistance of the Contractor and the producer with whom he has contracted for materials. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -60.2 b. The Engineer shall have full entry at all reasonable times to such parts of the plant that concern the manufacture or production of the materials being furnished. C. If required by the Engineer, the Contractor shall arrange for adequate office or working space that may be reasonably needed for conducting plant inspections. Office or working space should be conveniently located with respect to the plant. It is understood and agreed that the Owner shall have the right to retest any material which has been tested and approved at the source of supply after it has been delivered to the site. The Engineer shall have the right to reject only material which, when retested, does not meet the requirements of the contract, plans, or specifications. 60-06 STORAGE OF MATERIALS. Materials shall be so stored as to assure the preservation of their quality and fitness for the work. Stored materials, even though approved before storage, may again be inspected prior to their use in the work. Stored materials shall be located so as to facilitate their prompt inspection. The Contractor shall coordinate the storage of all materials with the Engineer. Materials to be stored on airport property shall not create an obstruction to air navigation nor shall they interfere with the free and unobstructed movement of aircraft. Unless otherwise shown on the plans, the storage of materials and the location of the Contractor's plant and parked equipment or vehicles shall be as directed by the Engineer. Private property shall not be used for storage purposes without written permission of the owner or lessee of such property. The Contractor shall make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor shall famish the Engineer a copy of the property owner's permission. All storage sites on private or airport property shall be restored to their original condition by the Contractor at his/her entire expense, except as otherwise agreed to (in writing) by the owner or lessee of the property. 60-07 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the requirements of the contract, plans, or specifications shall be considered unacceptable and shall be rejected. The Contractor shall remove any rejected material or assembly from the site of the work, unless otherwise instructed by the Engineer. Rejected material or assembly, the defects of which have been corrected by the Contractor, shall not be returned to the site of the work until such time as the Engineer has approved its use in the work. 60-08 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials required to complete the work, except those specified herein (if any) to be furnished by the Owner. Owner -famished materials shall be made available to the Contractor at the location specified herein. All costs of handling, transportation from the specified location to the site of work, storage, and installing Owner -famished materials shall be included in the unit price bid for the contract item in which such Owner -furnished material is used. After any Owner -famished material has been delivered to the location specified, the Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies which may occur during Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -60-3 the Contractor's handling, storage, or use of such Owner -furnished material. The Owner will deduct from any monies due or to become due the Contractor any cost incurred by the Owner in making good such loss due to the Contractor's handling, storage, or use of Owner-finnished materials. Add In?? The Owner will deduct from any monies due or to become due the Contractor any cost incurred by the Owner in making good such loss due to the contractor's handling, storage, or use of Owner-flunished materials. END OF SECTION 60 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting RIZ-1eL! SECTION 70 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 70-01 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal and State laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner affect those engaged or employed on the work, or which in any way affect the conduct of the work. He shall at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the Owner and all his/her officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by himself or his/her employees. 70-02 PERMITS, LICENSES, AND TAXES. The Contractor shall procure all permits and licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental to the due and lawful prosecution of the work. 70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is required or desires to use any design, device, material, or process covered by letters of patent or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner. The Contractor and the surety shall indemnify and save harmless the Owner, any third party, or political subdivision from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright, and shall indemnify the Owner for any costs, expenses, and damages which it may be obliged to pay by reason of an infringement, at any time during the prosecution or after the completion of the work. 70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The Owner reserves the right to authorize the construction, reconstruction, or maintenance of any public or private utility service, FAA or National Oceanic and Atmospheric Administration (NOAA) facility, or a utility service of another government agency at any time during the progress of the work. To the extent that such construction, reconstruction, or maintenance has been coordinated with the owner, such authorized work (by others) is indicated on the plans. Except as indicated on the plans or contract documents, the Contractor shall not permit any individual, firm, or corporation to excavate or otherwise disturb such utility services or facilities located within the limits of the work without the written permission of the Engineer. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting �iarvlsl Should the owner of public or private utility service, FAA, or NOAA facility, or a utility service of another government agency be authorized to construct, reconstruct, or maintain such utility service or facility during the progress of the work, the Contractor shall cooperate with such owners by arranging and performing the work in this contract so as to facilitate such construction, reconstruction or maintenance by others whether or not such work by others is indicated on the drawings. When ordered as extra work by the Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for in the contract, plans, or specifications. It is understood and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from such authorized work. 70-05 FEDERAL AID PARTICIPATION. For AIP contracts, the United States Government has agreed to reimburse the Owner for some portion of the contract costs. Such reimbursement is made from time to time upon the Owner's (sponsor's) request to the FAA. In consideration of the United States Government's (FAA's) agreement with the Owner, the Owner has included provisions in this contract pursuant to the requirements of the Airport Improvement Act of 1982, as amended by the Airport and Airway Safety and Capacity Expansion Acts of 1987 and 1990, and the Rules and Regulations of the FAA that pertain to the work. As required by the Act, the contract work is subject to the inspection and approval of duly authorized representatives of the Administrator, FAA, and is further subject to those provisions of the rules and regulations that are cited in the contract, plans, or specifications. No requirement of the Act, the rules and regulations implementing the Act, or this contract shall be construed as making the Federal Government a party to the contract nor will any such requirement interfere, in any way, with the rights of either party to the contract. 70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may be necessary to comply with the requirements of the state and local Board of Health, or of other bodies or tribunals having jurisdiction. Attention is directed to Federal, state, and local laws, rules and regulations concerning construction safety and health standards. The Contractor shall not require any worker to work in surroundings or under conditions which are unsanitary, hazardous, or dangerous to his/her health or safety. 70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her operations and those of his/her subcontractors and all suppliers, to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting GP -70-2 The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with respect to his/her own operations and those of his/her subcontractors and all suppliers in accordance with the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and shall limit such operations for the convenience and safety of the traveling public as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter. 70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall finish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs, and hazard markings shall be suitably illuminated. For vehicular and pedestrian traffic, the Contractor shall famish, erect, and maintain barricades, warning signs, lights and other traffic control devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office). When the work requires closing an air operations area of the airport or portion of such area, the Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of AC 150/5340-1F, Marking of Paved Areas on Airports. The Contractor shall famish, erect, and maintain markings and associated lighting of open trenches, excavations, temporary stock piles, and his/her parked construction equipment that may be hazardous to the operation of emergency fire -rescue or maintenance vehicles on the airport in reasonable conformance to AC 150/5370-2C, Operational Safety on Airports During Construction. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to AC 150/5370-2C. The Contractor shall famish and erect all barricades, warning signs, and markings for hazards prior to commencing work which requires such erection and shall maintain the barricades, warning signs, and markings for hazards until their dismantling is directed by the Engineer. Open -flame type lights shall not be permitted within the air operations areas of the airport. 70-09 USE OF EXPLOSIVES. When the use of explosives is necessary for the prosecution of the work, the Contractor shall exercise the utmost care not to endanger life or property, including new work. The Contractor shall be responsible for all damage resulting from the use of explosives. All explosives shall be stored in a secure manner in compliance with all laws and ordinances, and all such storage places shall be clearly marked. Where no local laws or ordinances apply, storage shall be provided satisfactory to the Engineer and, in general, not closer than 1,000 feet from the work or from any building, road, or other place of human occupancy. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -70-3 The Contractor shall notify each property owner and public utility company having structures or facilities in proximity to the site of the work of his/her intention to use explosives. Such notice shall be given sufficiently in advance to enable them to take such steps as they may deem necessary to protect their property from injury. The use of electrical blasting caps shall not be permitted on or within 1,000 feet of the airport property - 70 -10 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The Contractor shall be responsible for the preservation of all public and private property, and shall protect carefully from disturbance or damage all land monuments and property markers until the Engineer has witnessed or otherwise referenced their location and shall not move them until directed. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the work, resulting from any act, omission, neglect, or misconduct in his/her manner or method of executing the work, or at any time due to defective work or materials, and said responsibility will not be released until the project shall have been completed and accepted. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the nonexecution thereof by the Contractor, he shall restore, at his/her own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring as may be directed, or he shall make good such damage or injury in an acceptable manner. 70-11 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save harmless the Engineer and the Owner and their officers, and employees from all suits, actions, or claims of any character brought because of any injuries or damage received or sustained by any person, persons, or property on account of the operations of the Contractor; or on account of or in consequence of any neglect in safeguarding the work; or through use of unacceptable materials in constructing the work; or because of any act or omission, neglect, or misconduct of said Contractor, or because of any claims or amounts recovered from any infringements of patent, trademark, or copyright; or from any claims or amounts arising or recovered under the "Workmen's Compensation Act," or any other law, ordinance, order, or decree. Money due the Contractor under and by virtue of his/her contract as may be considered necessary by the Owner for such purpose may be retained for the use of the Owner or, in case no money is due, his/her surety may be held until such suit or suits, action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and suitable evidence to that effect furnished to the Owner, except that money due the Contractor will not be withheld when the Contractor produces satisfactory evidence that he is adequately protected by public liability and property damage insurance. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -70-4 70-12 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties executing the contract that it is not intended by any of the provisions of any part of the contract to create the public or any member thereof a third party beneficiary or to authorize anyone not a party to the contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of the contract. 70-13 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for the Contractor to complete portions of the contract work for the beneficial occupancy of the Owner prior to completion of the entire contract, such "phasing" of the work shall be specified or indicated on the plans. When so specified, the Contractor shall complete such portions of the work on or before the date specified or as otherwise specified. The Contractor shall make his/her own estimate of the difficulties involved in arranging his/her work to permit such beneficial occupancy by the Owner. Upon completion of any portion of the work specified or indicated on the drawings, such portion shall be accepted by the Owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50. No portion of the work may be opened by the Contractor for public use until ordered by the Engineer in writing. Should it become necessary to open a portion of the work to public traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of the work is in an acceptable condition to support the intended traffic. Temporary or intermittent openings are considered to be inherent in the work and shall not constitute either acceptance of the portion of the work so opened or a waiver of any provision of the contract. Any damage to the portion of the work so opened that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at his/her expense. The Contractor shall make his/her own estimate of the inherent difficulties involved in completing the work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the contract work. 70-14 CONTRACTOR'S RESPONSIBILITY FOR WORK. Until the Engineer's final written acceptance of the entire completed work, excepting only those portions of the work accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50, the Contractor shall have the charge and care thereof and shall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof except damage to the work due to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but not restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic phenomenon of nature, or acts of the public enemy or of government authorities. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -70-5 If the work is suspended for any cause whatever, the Contractor shall be responsible for the work and shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for normal drainage and shall erect necessary temporary structures, signs, or other facilities at his/her expense. During such period of suspension of work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established planting, seedings, and soddings funvshed under his/her contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury. 70-15 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS. As provided in the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the owner of any public or private utility service, FAA or NOAA, or a utility service of another government agency that may be authorized by the Owner to construct, reconstruct or maintain such utility services or facilities during the progress of the work. In addition, the Contractor shall control his/her operations to prevent the unscheduled interruption of such utility services and facilities. To the extent that such public or private utility services, FAA, or NOAA facilities, or utility services of another governmental agency are known to exist within the limits of the contract work, the approximate locations have been indicated, and owners identified, on the plans. It is understood and agreed that the Owner does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the plans or encountered in the work. Any inaccuracy or omission in such information shall not relieve the Contractor of his/her responsibility to protect such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the contract, notify the owners of all utility services or other facilities of his/her plan of operations. Such notification shall be in writing addressed to THE PERSON TO CONTACT as provided on the plans or designated by the Engineer and the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each notification shall be given to the Engineer. In addition to the general written notification hereinbefore provided, it shall be the responsibility of the Contractor to keep such individual owners advised of changes in his/her plan of operations that would affect such owners. Prior to commencing the work in the general vicinity of an existing utility service or facility, the Contractor shall notify each owner of his/her plan of operation. If, in the Contractor's opinion, the owner's assistance is needed to locate the utility service or facility or the presence of a representative of the owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner's PERSON TO CONTACT no later than two normal business days prior to the Contractor's commencement of operations in such general vicinity. The Contractor shall famish a written summary of the notification to the Engineer. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -70-6 The Contractor's failure to give the two day's notice hereinabove provided shall be cause for the Engineer to suspend the Contractor's operations in the general vicinity of a utility service or facility. Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use excavation methods acceptable to the Engineer within 3 feet of such outside limits at such points as may be required to ensure protection from damage due to the Contractor's operations. Should the Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, he shall immediately notify the proper authority and the Engineer and shall take all reasonable measures to prevent further damage or interruption of service. The Contractor, in such events, shall cooperate with the utility service or facility owner and the Engineer continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility owner. The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to his/her operations whether or not due to negligence or accident. The (contract) Owner reserves the right to deduct such costs from any monies due or which may become due the Contractor, or his/her surety. 70-16 FURNISHING RIGHTS-OF-WAY. The Owner will be responsible for furnishing all rights-of-way upon which the work is to be constructed in advance of the Contractor's operations. 70-17 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the contract provisions or in exercising any power or authority granted to him by this contract, there shall be no liability upon the Engineer, his/her authorized representatives, or any officials of the Owner either personally or as an official of the Owner. It is understood that in such matters they act solely as agents and representatives of the Owner. 70-18 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the Owner will expeditiously make final inspection and notify the Contractor of final acceptance. Such final acceptance, however, shall not preclude or estop the Owner from correcting any measurement, estimate, or certificate made before or after completion of the work, nor shall the Owner be precluded or estopped from recovering from the Contractor or his/her surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill his/her obligations under the contract. A waiver on the part of the Owner of any breach of any part of the contract shall not be held to be a waiver of any other or subsequent breach. The Contractor, without prejudice to the terms of the contract, shall be liable to the Owner for latent defects, fraud, or such gross mistakes as may amount to fraud, or as regards the Owner's rights under any warranty or guaranty. Sebastian Municipal Airport R/W 4-22 Medium Intensity RNV Edge Lighting GP -70-7 70-19 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all Federal, state, and local laws and regulations controlling pollution of the environment. He shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. 70-20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in this subsection, the Contractor is advised that the site of the work is not within any property, district, or site, and does not contain any building, structure, or object listed in the current National Register of Historic Places published by the United States Department of Interior. Should the Contractor encounter, during his/her operations, any building, part of a building, structure, or object which is incongruous with its surroundings, he shall immediately cease operations in that location and notify the Engineer. The Engineer will immediately investigate the Contractor's finding and will direct the Contractor to either resume his/her operations or to suspend operations as directed. Should the Engineer order suspension of the Contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform extra work, such shall be covered by an appropriate contract modification (change order or supplemental agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT WORK of Section 90. If appropriate, the contract modification shall include an extension of contract time in accordance with the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. END OF SECTION 70 Sebastian Municipal Airport R/W 4-22 Medium Intensity RAV Edge Lighting GP -70-8 SECTION 80 PROSECUTION AND PROGRESS 80-01 SUBLETTING OF CONTRACT. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times when work is in progress be represented either in person, by a qualified superintendent, or by other designated, qualified representative who is duly authorized to receive and execute orders of the Engineer. Should the Contractor elect to assign his/her contract, said assignment shall be concurred in by the surety, shall be presented for the consideration and approval of the Owner, and shall be consummated only on the written approval of the Owner. In case of approval, the Contractor shall file copies of all subcontracts with the Engineer. 80-02 NOTICE TO PROCEED. The Notice to Proceed shall state the date on which it is expected the Contractor will begin the construction and from which date contract time will be charged. The Contractor shall begin the work to be performed under the contract within 10 days of the date set by the Engineer in the written Notice to Proceed, but in any event, the Contractor shall notify the Engineer at least 24 hours in advance of the time actual construction operations will begin. 80-03 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit his/her progress schedule for the Engineer's approval within 10 days after the effective date of the Notice to Proceed. The Contractor's progress schedule, when approved by the Engineer, may be used to establish major construction operations and to check on the progress of the work. The Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the plans and specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer's request, submit a revised schedule for completion of the work within the contract time and modify his/her operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule. Should the prosecution of the work be discontinued for any reason, the Contractor shall notify the Engineer at least 24 hours in advance of resuming operations. For AIP contracts, the Contractor shall not commence any actual construction prior to the date on which the notice to proceed is issued by the Owner. 808004 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations and the operations of his/her subcontractors and all suppliers so as to provide for the free and unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the airport. When the work requires the Contractor to conduct his/her operations within an AIR OPERATIONS AREA of the airport, the work shall be coordinated with airport management (through the Engineer) at least 48 hours prior to commencement of such work. The Contractor shall not close an Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting GP -80-1 AIR OPERATIONS AREA until so authorized by the Engineer and until the necessary temporary marking and associated lighting is in place as provided in the subsection titled BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS of Section 70. When the contract work requires the Contractor to work within an AIR OPERATIONS AREA of the airport on an intermittent basis (intermittent opening and closing of the AIR OPERATIONS AREA), the Contractor shall maintain constant communications as hereinafter specified; immediately obey all instructions to vacate the AIR OPERATIONS AREA; immediately obey all instructions to resume work in such AIR OPERATIONS AREA. Failure to maintain the specified communications or to obey instructions shall be cause for suspension of the Contractor's operations in the AIR OPERATIONS AREA until the satisfactory conditions are provided. The AIR OPERATIONS AREAS (AOA) that cannot be closed to operating aircraft to permit the Contractor's operations on a continuous basis and will therefore be closed to aircraft operations intermittently are indicated on the drawings or will be designated by the Engineer. 80-05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall, at all times, employ sufficient labor and equipment for prosecuting the work to full completion in the manner and time required by the contract, plans, and specifications. All workers shall have sufficient skill and experience to perform properly the work assigned to them. Workers engaged in special work or skilled work shall have sufficient experience in such work and in the operation of the equipment required to perform the work satisfactorily. All equipment which is proposed to be used on the work shall be of sufficient size and in such mechanical condition as to meet requirements of the work and to produce a satisfactory quality of work. Equipment used on any portion of the work shall be such that no injury to previously completed work, adjacent property, or existing airport facilities will result from its use. When the methods and equipment to be used by the Contractor in accomplishing the work are not prescribed in the contract, the Contractor is free to use any methods or equipment that will accomplish the work in conformity with the requirements of the contract, plans, and specifications. When the contract specifies the use of certain methods and equipment, such methods and equipment shall be used unless others are authorized by the Engineer. If the Contractor desires to use a method or type of equipment other than specified in the contract, he may request authority from the Engineer to do so. The request shall be in writing and shall include a full description of the methods and equipment proposed and of the reasons for desiring to make the change. If approval is given, it will be on the condition that the Contractor will be fully responsible for producing work in conformity with contract requirements. If, after trial use of the substituted methods or equipment, the Engineer determines that the work produced does not meet contract requirements, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining work with the specified methods and equipment. The Contractor shall remove any deficient work and replace it with work of specified quality, or take such other corrective action as the Engineer may direct. No change will be made in basis of payment for the contract items involved nor in contract time as a result of authorizing a change in methods or equipment under this subsection. Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting GP -80-2 80-06 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the authority to suspend the work wholly, or in part, for such period or periods as he may deem necessary, due to unsuitable weather, or such other conditions as are considered unfavorable for the prosecution of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or perform any or all provisions of the contract. In the event that the Contractor is ordered by the Engineer, in writing, to suspend work for some unforeseen cause not otherwise provided for in the contract and over which the Contractor has no control, the Contractor may be reimbursed for actual money expended on the work during the period of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be computed from the effective date of the Engineer's order to suspend work to the effective date of the Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer within the time period stated in the Engineer's order to resume work. The Contractor shall submit with his/her claim information substantiating the amount shown on the claim. The Engineer will forward the Contractor's claim to the Owner for consideration in accordance with local laws or ordinances. No provision of this article shall be construed as entitling the Contractor to compensation for delays due to inclement weather, for suspensions made at the request of the Contractor, or for any other delay provided for in the contract, plans, or specifications. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not become an obstruction nor become damaged in any way. He shall take every precaution to prevent damage or deterioration of the work performed and provide for normal drainage of the work. The Contractor shall erect temporary structures where necessary to provide for traffic on, to, or from the airport. 80-07 DETERMINATION AND EXTENSION OF CONTRACT TWE. The number of calendar days allowed for completion of the work shall be stated in the proposal and contract and shall be known as the CONTRACT TIME. Should the contract time require extension for reasons beyond the Contractor's control, it shall be adjusted as follows: CONTRACT TIME based on CALENDAR DAYS shall consist of the number of calendar days stated in the contract counting from the effective date of the Notice to Proceed and including all Saturdays, Sundays, holidays, and nonwork days. All calendar days elapsing between the effective dates of the Engineer's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded. At the time of final payment, the contract time shall be increased in the same proportion as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in the contract time shall not consider either cost of work or the extension of contract time that has been covered by a Change Order or supplemental agreement. Charges against the contract time will cease as of the date of final acceptance. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting If the Contractor finds it impossible for reasons beyond his/her control to complete the work within the contract time as specified, or as extended in accordance with the provisions of this subsection, he may, at any time prior to the expiration of the contract time as extended, make a written request to the Engineer for an extension of time setting forth the reasons which he believes will justify the granting of his/her request. The Contractor's plea that insufficient time was specified is not a valid reason for extension of time. If the Engineer finds that the work was delayed because of conditions beyond the control and without the fault of the Contractor, he may extend the time for completion in such amount as the conditions justify. The extended time for completion shall then be in full force and effect, the same as though it were the original time for completion. 80-08 FAILURE TO COMPLETE ON TIME. For each calendar day that any work remains uncompleted after the contract time (including all extensions and adjustments as provided in the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of this Section), the sum specified in the contract and proposal as liquidated damages will be deducted from any money due or to become due the Contractor or his/her 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/her contract. Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its completion, or after the date to which the time for completion may have been extended, will in no way operate as a waiver on the part of the Owner of any of its rights under the contract. 80-09 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered in default of his/her contract and such default will be considered as cause for the Owner to terminate the contract for any of the following reasons if the Contractor: a. Fails to begin the work under the contract within the time specified in the "Notice to Proceed," or b. Fails to perform the work or fails to provide sufficient workers, equipment or materials to assure completion of work in accordance with the terms of the contract, or C. Performs the work unsuitably or neglects or refuses to remove materials or to perform anew such work as may be rejected as unacceptable and unsuitable, or d. Discontinues the prosecution of the work, or e. Fails to resume work which has been discontinued within a reasonable time after notice to do so, or f. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -80-4 g. Allows any final judgment to stand against him unsatisfied for a period of 10 days, or h. Makes an assignment for the benefit of creditors, or i. For any other cause whatsoever, fails to carry on the work in an acceptable manner. Should the Engineer consider the Contractor in default of the contract for any reason hereinbefore, he shall immediately give written notice to the Contractor and the Contractor's surety as to the reasons for considering the Contractor in default and the Owner's intentions to terminate the contract. If the Contractor or surety, within a period of 10 days after such notice, does not proceed in accordance therewith, then the Owner will, upon written notification from the Engineer of the facts of such delay, neglect, or default and the Contractor's failure to comply with such notice, have full power and authority without violating the contract, to take the prosecution of the work out of the hands of the Contractor. The Owner may appropriate or use any or all materials and equipment that have been mobilized for use in the work and are acceptable and may enter into an agreement for the completion of said contract according to the terms and provisions thereof, or use such other methods as in the opinion of the Engineer will be required for the completion of said contract in an acceptable manner. All costs and charges incurred by the Owner, together with the cost of completing the work under contract, will be deducted from any monies due or which may become due the Contractor. If such expense exceeds the sum which would have been payable under the contract, then the Contractor and the surety shall be liable and shall pay to the Owner the amount of such excess. 80-10 TERMINATION FOR NATIONAL EMERGENCIES. The Owner shall terminate the contract or portion thereof by written notice when the Contractor is prevented from proceeding with the construction contract as a direct result of an Executive Order of the President with respect to the prosecution of war or in the interest of national defense. When the contract, or any portion thereof, is terminated before completion of all items of work in the contract, payment will be made for the actual number of units or items of work completed at the contract price or as mutually agreed for items of work partially completed or not started. No claims or loss of anticipated profits shall be considered. Reimbursement for organization of the work, and other overhead expenses, (when not otherwise included in the contract) and moving equipment and materials to and from the job will be considered, the intent being that an equitable settlement will be made with the Contractor. Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated in the work shall, at the option of the Contractor, be purchased from the Contractor at Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -80-5 actual cost as shown by receipted bills and actual cost records at such points of delivery as may be designated by the Engineer. Termination of the contract or a portion thereof shall neither relieve the Contractor of his/her responsibilities for the completed work nor shall it relieve his/her surety of its obligation for and concerning any just claim arising out of the work performed. END OF SECTION 80 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting [OW -11V SECTION 90 MEASUREMENT AND PAYMENT 90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will be measured by the Engineer, or his/her authorized representatives, using United States Customary Units of Measurement or the International System of Units. The method of measurement and computations to be used in determination of quantities of material fiunished and of work performed under the contract will be those methods generally recognized as conforming to good engineering practice. Unless otherwise specified, longitudinal measurements for area computations will be made horizontally, and no deductions will be made for individual fixtures (or leave -outs) having an area of 9 square feet (0.8 square meters) or less. Unless otherwise specified, transverse measurements for area computations will be the neat dimensions shown on the plans or ordered in writing by the Engineer. Structures will be measured according to neat lines shown on the plans or as altered to fit field conditions. Unless otherwise specified, all contract items which are measured by the linear foot such as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or foundation upon which such items are placed. In computing volumes of excavation the average end area method or other acceptable methods will be used. The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of inches. The term "ton" will mean the short ton consisting of 2,000 pounds (907 kilograms) avoirdupois. All materials which are measured or proportioned by weights shall be weighed on accurate, approved scales by competent, qualified personnel at locations designated by the Engineer. If material is shipped by rail, the car weight may be accepted provided that only the actual weight of material be paid for. However, car weights will not be acceptable for material to be passed through mixing plants. Trucks used to haul material being paid for by weight shall be weighed empty daily at such times as the Engineer directs, and each truck shall bear a plainly legible identification mark. Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and measured therein at the point of delivery. Vehicles for this purpose may be of any size or type acceptable to the Engineer, provided that the body is of such shape that the actual contents may be readily and accurately determined. All vehicles shall be loaded to at least their water level capacity, and all loads shall be leveled when the vehicles arrive at the point of delivery. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -90-1 When requested by the Contractor and approved by the Engineer in writing, material specified to be measured by the cubic yard (cubic meter) may be weighed, and such weights will be converted to cubic yards (cubic meters)for payment purposes. Factors for conversion from weight measurement (cubic meters) to volume measurement will be determined by the Engineer and shall be agreed to by the Contractor before such method of measurement of pay quantities is used. Bituminous materials will be measured by the gallon (liter) or ton (kilogram). When measured by volume, such volumes will be measured at 60° F (15° C) or will be corrected to the volume at 60° F (15° C) using ASTM D 4311 for asphalts or ASTM D 633 for tars. Net certified scale weights or weights based on certified volumes in the case of rail shipments will be used as a basis of measurement, subject to correction when bituminous material has been lost from the car or the distributor, wasted, or otherwise not incorporated in the work. When bituminous materials are shipped by truck or transport, net certified weights by volume, subject to correction for loss or foaming, may be used for computing quantities. Cement will be measured by the ton (kilogram) or hundredweight (kilogram). Timber will be measured by the thousand feet board measure (M.F.B.M.) actually incorporated in the structure. Measurement will be based on nominal widths and thicknesses and the extreme length of each piece. The term "lump sum" when used as an item of payment will mean complete payment for the work described in the contract. When a complete structure or structural unit (in effect, "lump sum" work) is specified as the unit of measurement, the unit will be construed to include all necessary fittings and accessories. Rental of equipment will be measured by time in hours of actual working time and necessary traveling time of the equipment within the limits of the work. Special equipment ordered by the Engineer in connection with force account work will be measured as agreed in the change order or supplemental agreement authorizing such force account work as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of this section. When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in cited specifications, manufacturing tolerances established by the industries involved will be accepted. Scales for weighing materials which are required to be proportioned or measured and paid for by weight shall be furnished, erected, and maintained by the Contractor, or be certified permanently installed commercial scales. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -90-2 Scales shall be accurate within one-half percent of the correct weight throughout the range of use. The Contractor shall have the scales checked under the observation of the inspector before beginning work and at such other times as requested. The intervals shall be uniform in spacing throughout the graduated or marked length of the beam or dial and shall not exceed one-tenth of 1 percent of the nominal rated capacity of the scale, but not less than 1 pound (454 grams). The use of spring balances will not be permitted. Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the inspector can safely and conveniently view them. Scale installations shall have available ten standard 50 -pound (2.3 kilogram) weights for testing the weighing equipment or suitable weights and devices for other approved equipment. Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be installed and maintained with the platform level and rigid bulkheads at each end. Scales 'overweighing" (indicating more than correct weight) will not be permitted to operate, and all materials received subsequent to the last previous correct weighing -accuracy test will be reduced by the percentage of error in excess of one-half of 1 percent. In the event inspection reveals the scales have been "underweighing' (indicating less than correct weight), they shall be adjusted, and no additional payment to the Contractor will be allowed for materials previously weighed and recorded. All costs in connection with furnishing, installing, certifying, testing, and maintaining scales; for furnishing check weights and scale house; and for all other items specified in this subsection, for the weighing of materials for proportioning or payment, shall be included in the unit contract prices for the various items of the project. When the estimated quantities for a specific portion of the work are designated as the pay quantities in the contract, they shall be the final quantities for which payment for such specific portion of the work will be made, unless the dimensions of said portions of the work shown on the plans are revised by the Engineer. If revised dimensions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the authorized changes in the dimensions. 90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation provided for in the contract as full payment for furnishing all materials, for performing all work under the contract in a complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character arising out of the nature of the work or the prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -90-3 When the "basis of payment" subsection of a technical specification requires that the contract price (price bid) include compensation for certain work or material essential to the item, this same work or material will not also be measured for payment under any other contract item which may appear elsewhere in the contract, plans, or specifications. 90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of work vary from the quantities in the proposal, the Contractor shall accept as payment in full, so far as contract items are concerned, payment at the original contract price for the accepted quantities of work actually completed and accepted. No allowance, except as provided for in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected reimbursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly from such alterations or indirectly from his/her unbalanced allocation of overhead and profit among the contract items, or from any other cause. 90-04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection titled OMITTED ITEMS of Section 40, the Engineer shall have the right to omit from the work (order nonperformance) any contract item, except major contract items, in the best interest of the Owner. Should the Engineer omit or order nonperformance of a contract item or portion of such item from the work, the Contractor shall accept payment in full at the contract prices for any work actually completed and acceptable prior to the Engineer's order to omit or nonperform such contract item. Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon become the property of the owner. In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all actual costs incurred for the purpose of performing the omitted contract item prior to the date of the Engineer's order. Such additional costs incurred by the Contractor must be directly related to the deleted contract item and shall be supported by certified statements by the Contractor as to the nature and the amount of such costs. 90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra work, performed in accordance with the subsection titled EXTRA WORK of Section 40, will be paid for at the contract prices or agreed prices specified in the change order or supplemental agreement authorizing the extra work. When the change order or supplemental agreement authorizing the extra work requires that it be done by force account, such force account shall be measured and paid for based on expended labor, equipment, and materials plus a negotiated and agreed upon allowance for overhead and profit. a. Miscellaneous. No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -90-4 b. Comparison of Record. The Contractor and the Engineer shall compare records of the cost of force account work at the end of each day. Agreement shall be indicated by signature of the Contractor and the Engineer or their duly authorized representatives. C. Statement. No payment will be made for work performed on a force account basis until the Contractor has furnished the Engineer with duplicate itemized statements of the cost of such force account work detailed as follows: (1) Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. (2) Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery and equipment. (3) Quantities of materials, prices, and extensions. (4) Transportation of materials. (5) Cost of property damage, liability and workman's compensation insurance premiums, unemployment insurance contributions, and social security tax. Statements shall be accompanied and supported by a receipted invoice for all materials used and transportation charges. However, if materials used on the force account work are not specifically purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. 90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month as the work progresses. Said payments will be based upon estimates prepared by the Engineer of the value of the work performed and materials complete in place in accordance with the contract, plans, and specifications. Such partial payments may also include the delivered actual cost of those materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND of this section. No partial payment will be made when the amount due the Contractor since the last estimate amounts to less than five hundred dollars. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting CO WIN From the total of the amount determined to be payable on a partial payment, 10 percent of such total amount will be deducted and retained by the Owner until the final payment is made, except as may be provided (at the Contractor's option) in the subsection titled PAYMENT OF WITHHELD FUNDS of this section. The balance (90 percent) of the amount payable, less all previous payments, shall be certified for payment. Should the Contractor exercise his/her option, as provided in the subsection titled PAYMENT OF WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted. When not less than 95 percent of the work has been completed the Engineer may, at his/her discretion and with the consent of the surety, prepare an estimate from which will be retained an amount not less than twice the contract value or estimated cost, whichever is greater, of the work remaining to be done. The remainder, less all previous payments and deductions, will then be certified for payment to the Contractor. It is understood and agreed that the Contractor shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved change orders or supplemental agreements, except when such excess quantities have been determined by the Engineer to be a part of the final quantity for the item of work in question. No partial payment shall bind the owner to the acceptance of any materials or work in place as to quality or quantity. All partial payments are subject to correction at the time of final payment as provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT of this section. 90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent of the delivered cost of materials to be incorporated in the work, provided that such materials meet the requirements of the contract, plans, and specifications and are delivered to acceptable sites on the airport property or at other sites in the vicinity that are acceptable to the owner. Such delivered costs of stored or stockpiled materials may be included in the next partial payment after the following conditions are met: a. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on an approved site. b. The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of such stored or stockpiled materials. C. The Contractor has furnished the Engineer with satisfactory evidence that the material and transportation costs have been paid. d. The Contractor has furnished the Owner legal title (free of liens or encumbrances of any kind) to the material so stored or stockpiled. e. The Contractor has fiunished the owner evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at anytime prior to use in the work. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -90-6 It is understood and agreed that the transfer of title and the Owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his/her responsibility for furnishing and placing such materials in accordance with the requirements of the contract, plans, and specifications. In no case will the amount of partial payments for materials on hand exceed the contract price for such materials or the contract price for the contract item in which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in accordance with the provisions of this subsection. 90-08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, he/she may request that the Owner accept (in lieu of the 10 percent retainage on partial payments described in the subsection titled PARTIAL PAYMENTS of this section) the Contractor's deposits in escrow under the following conditions. a. The Contractor shall bear all expenses of establishing and maintaining an escrow account and escrow agreement acceptable to the Owner. b. The Contractor shall deposit to and maintain in such escrow only those securities or bank certificates of deposit as are acceptable to the Owner and having a value not less than the 10 percent retainage that would otherwise be withheld from partial payment. C. The Contractor shall enter into an escrow agreement satisfactory to the Owner. d. The Contractor shall obtain the written consent of the surety to such agreement. 90-09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been accepted in accordance with the requirements of the subsection titled FINAL ACCEPTANCE of Section 50, the Engineer will prepare the final estimate of the items of work actually performed. The Contractor shall approve the Engineer's final estimate or advise the Engineer of his/her objections to the final estimate which are based on disputes in measurements or computations of the final quantities to be paid under the contract as amended by change order or supplemental agreement. The Contractor and the Engineer shall resolve all disputes (if any) in the measurement and computation of final quantities to be paid within 30 calendar days of the Contractor's receipt of the Engineer's final estimate. If, after such 30 -day period, a dispute still exists, the Contractor may approve the Engineer's estimate under protest of the quantities in dispute, and such disputed quantities shall be considered by the Owner as a claim in accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -90-7 After the Contractor has approved, or approved under protest, the Engineer's final estimate, final payment will be processed based on the entire sum, or the undisputed sum in case of approval under protest, determined to be due the Contractor less all previous payments and all amounts to be deducted under the provisions of the contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. If the Contractor has filed a claim for additional compensation under the provisions of the subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of this subsection, such claims will be considered by the Owner in accordance with local laws or ordinances. Upon final adjudication of such claims, any additional payment determined to be due the Contractor will be paid pursuant to a supplemental final estimate. END OF SECTION 90 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -90-8 SECTION 120 REQUIRED BID AND CONTRACT PROVISIONS PART I. REQUIREMENTS TO BE INCLUDED IN SOLICITATION FOR BIDS PART H. WAGE AND LABOR PROVISIONS PART III. EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS PART IV. MISCELLANEOUS CONTRACT PROVISIONS PART V. U.S. DEPARTMENT OF LABOR MINIMUM WAGE RATES (DAVIS- BACON ACT) FOR INDIAN RIVER, FLORIDA Sebastian Municipal Airport RAV 422 Medium Intensity R/W Edge Lighting GP -120-1 ►. =-1 . . u . -. r. , NWIMMMO.M. 111r, in, .I , •...0 i (1) The Offerer's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. (2) The goals and timetables for minority and female participation, expressed in percentage terms for the contractor's aggregate work force in each trade on all construction work in the covered area are as follows: Timetables Goals for Minority Participation for Each Trade 15.9% Goals for Female Participation in Each Trade 6.9% These goals are applicable to all the contractor's construction work (whether or not it is Federal or Federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subjected to the goals for both its Federally involved and nonfederally involved construction. The contractor's compliance with the executive order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project, for the sole purpose of meeting the contractor's goals, shall be a violation of the contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. (3) The contractor shall provide written notification to the Director, OFCCP, within 10 working days of award of any construction subcontract in excess of $10,000 at any tier of construction work under the contract resulting from this solicitation. The notification shall list the name, address, telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontracts; estimated starting and completion dates of the subcontract; and the geographical area in which the subcontract is to be performed. Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting GP -120-2 (4) As used in this notice and in the contract resulting from this solicitation, the 'covered area" is Indian River, Florida. (1) Notice to Prospective Federally Assisted Construction Contractors. (a) Certification of Nonsegregated Facilities must be submitted prior to the award of a federally assisted construction contract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity Clause. (b) Contractors receiving federally assisted construction contract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the forwarding of the following notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity Clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. (2) Notice to Prospective Subcontractors of Requirement for Certification of Nonsegregated Facilities. (a) A Certification of Nonsegregated Facilities must be submitted prior to the award of subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity Clause. (b) Contractors receiving federally assisted construction subcontract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the forwarding of the following notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity Clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-3 CERTIFICATION OF NONSEGREGATED FACILITIES 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, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, 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. The Sponsor certifies that it does not maintain or provide for its employees any segregated facilities at any of its establishments and that it does not permit its employees to perform their services at any location under its control where segregated facilities are maintained. It further certifies that it will not maintain or provide for its employees any segregated facilities at any of its establishments and that it will not permit its employees to perform their services at any location under its control where segregated facilities are maintained. The Sponsor 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 area, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, 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 customs, or any other reason. It further agrees that it will obtain identical certifications from proposed contractors prior to the award of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause; that it will retain such certifications in its files; and that it will forward the following notice to such proposed contractors: NOTICE TO PROSPECTIVE CONTRACTORS OF REQUIREMENT FOR CERTIFICATION OF NONSEGREGATED FACILITIES Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-4 A Certification of Nonsegregated Facilities must be submitted prior to the award of a contract or subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity Clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. 1. Each sponsor entering into a construction contract over $2,000 for an airport development project is required to insert in the contract the following provisions from 29 CFR 5.5. Each contractor is to include these provisions in each construction subcontract. (1) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 31), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to laborers or mechanics, subject to the provisions of subparagraph a.(4) below; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly periods. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in paragraph d. of this clause. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under a.(2) of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can easily be seen by the workers. (2) (i) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: (A) The work to be performed by the classification requested is not performed by a classification in the wage determination; and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-5 (B) The classification is utilized in the area by the construction industry; and (C) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (ii) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140). (iii) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140). (iv) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (2)(ii) or (iii) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (3) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (4) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB control number 1215-0140). b. Withholding. The FAA or the sponsor shall upon its own action or upon written Sebastian Municipal Airport R!W 4-22 Medium Intensity R/W Edge Lighting request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of work, all or part of the wages required by the contract, the Federal Aviation Administration may after written notice to the contract, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (1) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section l(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under paragraph a.(4) of this clause that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section I (b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB control numbers 1215-0140 and 1215-0017). (2) (i) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to the Federal Aviation Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under paragraph c.(1) above. This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029- 005-00014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB control number 1215-0149). (ii) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-7 the payment of the persons employed under the contract and shall certify the following: (A) That the payroll for the payroll period contains the information required to be maintained under paragraph c.(1) above and that such information is correct and complete; (B) That each laborer and mechanic (including each helper, apprentice and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations 29 CFR Part 3; (C) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (iii) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph c.(2)(ii) of this section. (iv) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code, (3) The contractor or subcontractor shall make the records required under paragraph c.(1) of this section available for inspection, copying or transcription by authorized representatives of the sponsor, the Federal Aviation Administration or the Department of Labor, and shall permit such representatives to interview employees during work hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. �� (1) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary Sebastian Municipal Airport R/W 422 Medium Intensity R/W Edge Lighting GP -120-8 employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilized apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (2) Trainees Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetennined rate for the work performed until an acceptable program is approved. Sebastian Municipal Airport R/W 422 Medium Intensity R/W Edge Lighting (3) REnnal Rmnlo; ment Opportunity The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. e. Compliance With Cod eland Act Requirements. The contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract. f. Suhcontracts- The contractor or subcontractor shall insert in any subcontracts the clauses contained in paragraphs a. through j. of this contract and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. g. Contract Ten„inatiom Debarment. A breach of the contract clauses in paragraphs a. through j. of this clause and a. through e. of the second clause below may be grounds for termination of the contract, and for the debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. h. Compliance, With Davis -Bacon and Related Act Requirements_ All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. i. Disputes concerning labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6 and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. "MEN Sit.�.Si m iSil�f[7 m"k (1) 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). (2) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). (3) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. 2. The following clauses in paragraphs a., b., c., d., and e. below, required by the Contract Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting GP -120-10 Work Hours and Safety Standards Act, will also be inserted in full in AIP construction contracts in excess of $2,000 in addition to the clauses required by 29 CFR 5.5(a) or 4.6 of Part 4 of Title 29. As used in the following, the term "laborers" and "mechanics" included watchmen and guards. a. Overtime Requirements- No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek, whichever is greater. b. Violation-_T.i2hility for I innaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph a. above, the contractor or any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States, (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph a. above, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph a. above. C. Withholding for I Inz aid Wages and T.ignidnte_d Damaog..c The Federal Aviation Administration or the sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph b. above. d. Snhcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs a. through d. and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs a. through d. e. Working Condition& No contractor or subcontractor may require any laborer or mechanic employed in the performance of any contract to work in surroundings or under working conditions that are unsanitary, hazardous or dangerous to his health or safety as determined under construction safety and health standards (29 CFR Part 1926) issued by the Department of Labor. 3. In addition to the provisions in 1 and 2 above for contracts in excess of $2,000, the following is to be included in all contracts for work on airport development projects involving labor: Veteran's Preference. In the employment of labor (except in executive, administrative and Sebastian Municipal Airport RN✓ 4-22 Medium Intensity R/W Edge Lighting GP -120-I1 supervisory positions), preference shall be given to veterans of the Vietnam era and disabled veterans. However, this preference shall apply only where the individuals are available and qualified to perform the work to which the employment relates. The Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246, as amended) are to be included in all Federally assisted construction contracts or subcontracts (including the Solicitations for Bids) in excess of $10,000 to be performed in geographical areas designated by the Director, OFCCP. (41 CFR 60-4.3). As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs (OFCCP), U.S. Department of Labor, or any person to who the Director delegates authority; C. "Employer identification number" means the Federal social security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941; d. "Minority" includes: (1) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish culture or origin regardless of race); (3) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast, Asia, the Indian Subcontinent, or the Pacific Islands, the Marshall Islands and (4) American Indian or Alaskan native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-12 3. If the contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clauses and to make a good faith effort to achieve each goal under the plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7.a through p. of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contracts performing construction work in a geographical area where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a collective bargaining agreement to refer either minorities or women shall excuse the contractor's obligations under these specifications, Executive Order 11246, as amended, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the contractor during the training period and the contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The contractor shall take specific affirmative actions to ensure EEO. The evaluation of the contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The contractor shall document these efforts fully and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the contractor's employees are assigned to Owork. The contractor, where possible, will assign two or more women to each construction project. The contractor shall specifically ensure that all foremen, superintendents, and other onsite Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-13 supervisory personnel are aware of and carry out the contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. C. Maintain a current file of the names, addresses, and telephone numbers of each minority and female off -the -street applicant and community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the contractor by the union or, if referred, not employed by the contractor, this shall be documented in the file with the reason therefore along with whatever additional actions the contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the contractor has a collective bargaining agreement has not referred to the contractor a minority person or woman sent by the contractor, or when the contractor has other information that the union referral process has impeded the contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the contractor's employment needs, especially those programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, temvnation, or other employment decisions including specific review of these items with onsite supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the contractor's EEO policy externally by including it in any Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-14 advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the contractor's EEO policy with other contractors and subcontractors with whom the contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female, and community organizations; to schools with minority and female students; and to minority and female recruitment and training organizations serving the contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the contractor shall send written notification to organizations, such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth both on the site and in other areas of a contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. 1. Conduct, at least annually, an inventory and evaluation, at least of all minority and female personnel, for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. in. Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. P. Conduct a review, at least annually, of all supervisor's adherence to and performance under the contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7.a through p.). The efforts of a contractor association, joint contractor union, contractor community, or other similar groups of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7.a through p. of these specifications provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-15 program are reflected in the contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor's; and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The contractor, however, is required to provide EEO and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the contractor may be in violation of the executive order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the executive order if a specific minority group of women is under-utilized). 10. The contractor shall not use the goals and timetables or affirmative action standards to discriminate against any persons because of race, color, religion, sex, or national origin. 11. The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246, as amended. 12. The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the OFCCP. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7. of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the executive order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government, and to keep records. Records shall at least include for each employee, the name, address, telephone number, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor") agrees as follows: 1. Compliance with Regulation The contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination, The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3, Snlicitatinna for Suhenntrant& including Procurements of Materials and Fquunment. In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and RepDrts. The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sponsor or the Federal Aviation Administration (FAA) to be pertinent to ascertain compliance with such regulations, orders, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the sponsor or the FAA, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance,, In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the sponsor shall impose such contract sanctions as it or the FAA may determine to be appropriate, including, but limited to: a. Withholding of payments to the contractor under the contract until the contractor complies; and/or Sebastian Municipal Airport R!W 4-22 Medium Intensity R/W Edge Lighting GP -120-17 b. Cancellation, termination, or suspension of the contract, in whole or in part. 6. Tncomorntion of Provisions. The contractor shall include the provisions of paragraph 1. through 5. in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the sponsor or the FAA may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Sponsor to enter into such litigation to protect the interests of the sponsor and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Include in all construction contracts in excess of $10,000. During the performance of this contract, the contractor agrees as follows: 1. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment compensation; and selection of transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex or national origin. 3. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-18 rules, regulations, and orders. 6. In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7. The contractor will include the portion of the sentence immediately preceding paragraph 1. and the provisions of paragraphs 1. through 7. in every subcontractor purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions; including sanctions for noncompliance: Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Notices to he Posted. The 'Equal Employment Opportunity is the Law" poster is to be posted by the contractor in a conspicuous place available to employees and applicants for employment as required by paragraphs 1. and 3. of the EEO clause. Copies of this poster will be furnished to contractors at the preconstruction conference. (1) Monthly Employment i Itilizat;on Report. This report is to be prepared on Form CC 257 (Rev. 9-78) and sent to the Area Office, Federal Contract Compliance Program (OFCCP) that serves the geographical area in which this project is located. The report is due by the fifth day of each month after work has commenced. The contractor will be advised further regarding this report, including the address of the OFCCP Area Office, at the preconstruction conference. (2) Annual FF.O-1 Repnrt. Contractors/subcontractors working on federally assisted airport construction projects are required to file annually, on or before March 31, complete and accurate reports on Standard Form 100 (Employee Information Report, EEO -1). The fust such report is required within 30 days after award unless the contractor/subcontractor has submitted such a report within 12 months preceding the date of award (the FAA or Department of Labor OFCCP can designate other intervals). This form is normally fiumished based on a mailing list, but can be obtained from the Joint Reporting Committee, 1800 G. Street, N.W., Washington, D.C. 20506. This report is required if a contractor or subcontractor meets all of the following conditions: (a) Nonexempt. Contractors/subcontractors are not exempt based on 41 CFR 60-1.5; and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-19 (b) Number of employ=s. Has 50 or more employees; and (c) Contractor/Suhcontractor. Is a prime contractor or first tier subcontractor; and (d) Dollar l.evel. There is a contract, subcontract, or purchase order amounting to $50,000 or more or serves as a depository of government funds in any amount, or is a financial institution which is an issuing and paying agent for U.S. savings bonds and savings notes. Some subcontractors below the first tier who work at the site are required to file if they meet the requirements of 41 CFR 60-1.7. (e) Records. The FAA or Department of Labor OFCCP may require a contractor to keep employment or other records and to furnish, in the form requested within reasonable limits, such information as necessary. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-20 GENERAL DECISION FL010036 03/02/2001 FL36 Date: March 2, 2001 General Decision Number FL010036 Superseded General Decision No. FL000036 State: Florida Construction Type: Number Publication Date HIGHWAY 03/02/2001 County(ies): BAKER INDIAN RIVER SUMTER CITRUS JEFFERSON SUWANNEE COLUMBIA LAFAYETTE TAYLOR DIXIE LAKE UNION FLAGLER LEVY WAKULLA GILCHRIST MADISON HAMILTON PUTNAM HIGHWAY CONSTRUCTION PROJECT (excluding tunnels, building structures in rest area projects, and railroad construction; bascule, suspension & spandrel arch bridges; bridges designed for commercial navigation; bridges involving marine construction; & other major bridges). Modification Number Publication Date 0 03/02/2001 COUNTY(ies): BAKER INDIAN RIVER SUMTER CITRUS JEFFERSON SUWANNEE COLUMBIA LAFAYETTE TAYLOR DIXIE LAKE UNION FLAGLER LEVY WAKULLA GILCHRIST MADISON HAMILTON PUTNAM SUFL3002A 08/01/1993 BRICKLAYER/MASON CARPENTERS CONCRETE FINISHER ELECTRICIANS FENCE ERECTOR FORM SETTER IRONWORKERS Reinforcing Structural LABORERS Asphalt Raker Pipelayer Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting Rates Fringes 9.31 9.11 8.29 13.02 7.19 7.87 9.58 10.00 6.94 7.78 GP -120-21 Unskilled 6.01 PAINTER/BLASTER 7.00 POWER EQUIPMENT OPERATORS 6.96 Asphalt distributor 6.74 Asphalt Paving Machine 7.37 Asphalt Screed 6.98 Oiler, Greaseman 7.63 Backhoe 8.56 Bulldozer 7.16 Concrete Groover/Grinder 8.50 Concrete Joint Saw 9.83 Concrete Paving Finish Machine 7.75 Crane, Derrick, or Draglane 9.78 Earthmover 6.27 Fork Lift 6.11 Front End Loader 6.97 Grademan 6.39 Mechanic 7.69 Milling Machine Grade Checker 6.49 Motor Grader 8.51 Mulching Machine 6.11 Pavement Striping Machine Nozzleman 7.31 Pile Driver 9.83 Power Subgrade Mixer 7.00 Rollers: Finish 7.03 Self Prop., Rubber tires 6.49 Rough 6.19 Scraper 7.11 Sign Erector 8.44 Small Tool 6.75 Trenching Machine 6.96 Tractor, Light 6.07 Pavement Striping Machine 8.23 Boom -Auger 8.81 Milling Machine 8.39 Widening Spreader Machine 7.00 TRUCK DRIVER Single Rear Axle 6.11 Multi -Rear Axle 6.40 Lowboy 7.90 TRAFFIC CONTROL SPECIALIST 6.87 TRAFFIC SIGNALIZATION: Installer 10.19 Mechanics 13.02 GUARDRAIL Erector 8.44 Post Driver 10.38 KETTLEMAN 7.31 WELDERS -- receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (v)) . ---------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting [ti93F3tbW indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting GP -120-23 [IXQ 1 CUU11II31I1; SUPPLEMENTARY CONDITIONS The following conditions amend or supplement the referenced "Standard Federal Aviation Administration General Provisions". All provisions which are not so amended or supplemented remain in full force and effect. 6y:C011C1)►fto) 1)091zI110(0)►[1)01111.1UT(.y SC-1DELETE THE FOLLOWING DEFINITIONS AND REPLACE WITH THE FOLLOWING DEFINITIONS: DELETE "10-11 CALENDAR DAY'; REPLACE WITH: 10 t AU NDAR DAY_ A calendar day of 24 hours measured from midnight to the next midnight constituting a day. DELETE "10-13 CONTRACT'; REPLACE WITH: ll CONTRACT The written agreement between Owner and Contractor covering the Work to be performed; other Contract Documents are attached to the Contract and made a part thereof as provided therein. The term "Agreement" has the same meaning as "Contract". DELETE "10-15 CONTRACT TIME'; REPLACE WITH: 10 CDNTR ACT T MP _ The number of calendar days stated in the Bid, allowed for completion of the contract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar days, the contract shall be completed by that date. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation." DELETE "10-18 ENGINEER'; REPLACE WITH: 10-1 R F.NG1NFF.R _ The person, firm or corporation named as such in the Agreement. DELETE "10-32 PAYMENT BOND'; REPLACE WITH: 10-12 PAYMENT BOND The approved form of security furnished by the Contractor and his/her surety as a guaranty of good faith and ability on the part of the Contractor to execute Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-1 the work in accordance with the terms of the Plans, Specifications, and Contract, and as a guaranty that he will pay in full all bills and accounts for materials and labor used in the construction of the work, as provided by law. DELETE "1044 SURETY'; REPLACE WITH: I SURETY The corporate body which is bound with the CONTRACTOR and which engages to be responsible for the CONTRACTOR and his acceptable performance of the work and his payment of all debts pertaining to the work- DELETE ork DELETE "10-46 WORK'; REPLACE WITH: 1(1-45 WORK_ The entire complete construction or the various separately identifiable parts thereof required to be fimushed under the Contract Documents. Work is the result of performing services, furnishing labor and furnishing and incorporating materials and equipment into the construction, all as required by the Contract Documents. SC -2 AFTER THE LAST DEFINITION OF SECTION 10, ADD THE FOLLOWING NEW DEFINITIONS: 10-48 ADVISORY CIRCT 1T.AR _ A document issued by the FAA containing informational material and guidance. When referred to in the plans and specifications, advisory circulars shall have the same force as supplemental specifications. 10-49 CTENF.RAT. PROVISIONS_ Standard FAA conditions of the Contract identified as Sections 10, 20, 30, 40, 50, 60, 70, 80, and 90. 10-50 MIT. SPECIFICATION The Military Specifications and Standards, and indices thereto, prepared and issued by the Department of Defense. Military Specifications may be obtained from Standardization Document Order Desk, 700 Robbins Avenue, Building #4, Section D, Philadelphia, Pennsylvania 19111-5094, Telephone (215) 697-2179. 10-51 PRODUCTS The materials, systems and equipment to be incorporated into the work. 10-52 PROJECT MANI JAI . The bound documents comprising Bidding Requirements, Bid Forms, Contract Forms, General Conditions, Supplementary Conditions, Specifications, Addenda and modifications. 10-53 SPONSOR_ A public agency or a political subdivision of a State in whom rests the title to the airport at which the construction under this contract is to be performed. Political subdivision refers to a County, City, Village, Township, or any combination or authority thereof as provided by law for the construction and operation of airports. The sponsor may also be referred to as the Owner in several parts of the contract. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-2 10-54 SUBCONTRACTOR _ The prequalified (where required) individual, partnership or corporation, or a combination thereof; undertaking the execution of a part of the work under the terms of the contract, by virtue of an agreement with the Contractor approved by the Owner. 10-55 SIIRSTANTIAI. COMPT.MON_ The Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer as evidenced by Engineer's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part) can be utilized for the purposes for which it is intended; or if there be no such certificate issued, when final payment is due in accordance with Section 90. The terms "substantially complete" and "substantially completed" as applied to any Work refer to "Substantial Completion thereof" 10-56 STIPPI.RMRNTARY CONDITIONS_ The part of the Contract Documents which amends or supplements these Standard FAA General Provisions. SC -3 DELETE "10-47 WORKING DAY". SECTION 20 PROPOSAL REQUIREMENTS AND CONDITIONS SC -4 DELETE SECTION 20 OF THE STANDARD GENERAL PROVISIONS IN ITS ENTIRETY. REFER TO INSTRUCTIONS TO BIDDERS FOR BID PREPARATION AND SUBMISSION REQUIREMENTS AS WELL AS EVALUATION OF BIDS AND BIDDERS. SC -5 EXAMINATION OF PLANS, SPECIFICATIONS AND PHYSICAL CONDITIONS: The Bidder is expected to carefiilly examine the site of the proposed work, the bid, plans, specifications, and contract forms. He shall satisfy himself as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed contract. The submission of a bid shall be prima facie evidence that the Bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work and as to the requirements of the proposed contract, plans, and specifications. Boring logs and other records of subsurface investigations and tests are attached to these specifications. It is understood and agreed that such subsurface information was obtained and is intended for the Owner's design and estimating purposes only. Such information has been made available for the convenience of all Bidders. It is further understood and agreed that each Bidder is solely responsible for all assumptions, deductions, or conclusions which he may make or obtain from his examination of the boring logs and other records of subsurface investigations and tests that are furnished by the Owner. SC -6 NOTAPPLICA13LE Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-3 SC -7 NOT APPLICABLE SC -8 NOT APPLICABLE SECTION 30 AWARD AND EXECUTION OF CONTRACT SC -9 DELETE SECTION 30 OF THE STANDARD GENERAL PROVISIONS IN ITS ENTIRETY REFER TO ARTICLES 16, 17 AND 18 OF THE INSTRUCTIONS TO BIDDERS FOR PROCEDURES FOR AWARD AND SIGNING OF CONTRACTS, AND DISPOSITION OF BID SECURITY. SC -10 PERFORMANCE AND OTHER BONDS: a. Contractor shall fiunish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as otherwise provided by Law or Regulation or by the Contract Documents. Contractor shall also fiunish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the forms prescribed by the Contract Documents and be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of the authority to act. b. If the Surety on any Bond furnished by Contractor is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located, or it ceases to meet the requirements of paragraph a. above, the Contractor shall within five days thereafter substitute another Bond and Surety, both of which must be acceptable to Owner. SECTION 40 SCOPE OF WORK Sebastian Municipal Airport R/W 4-22 Medium IntensityR/W Edge Lighting 00800-4 MITI I I M IWMI W. I I VXV IF, I I1 1 1Alteration,1 1 1• nnt exceed ,hall not invalidate the contract nnr r payment • 1 alteratinns aq if the.'/ n];erstions whIch are. for work within the. general 1 I I I II I: 1 II I 1 1 1 1011 \ 1' w1ua l=r he, Pinhefore1' 1 limitation id the. Contractor agrees to arTlept wnrk I.1 I""1 a part nf the,original 1/ The - scape of the rnntrart ,hall -he envered h ITHUITAF10411NOTMIRSTIM• • I 11 "./' " 1 • 1 • I 111 ' II 1 1" 11 • 1 1' \ 1 1 1 1 I I. 1 I 11 / I • . 1 1' 1 For AIP contracts, supplemental agreements shall be approved by the FAA and shall include valid wage determinations of the U.S. Secretary of Labor when the amount of the supplemental agreement exceeds $2,000. However, if the Contractor elects to waive the limitations on work that increases or decreases the originally awarded contract or any major contract item by more than 25 percent, the supplemental agreement shall be subject to the same U.S. Secretary of Labor wage determination as was included in the originally awarded contract. All supplemental agreements shall require consent of the Contractor's surety and separate performance and payment bonds. SC -12 ADD THE FOLLOWING PARAGRAPH TO THE END OF SUBSECTION 40-05 "MAINTENANCE OF TRAFFIC": The Contractor shall indemnify and hold harmless the Owner, its agents, servants, employees, of and from any and all chains, demands, debts, liabilities, or causes of action, of every kind or nature whatsoever, whether in law or in equity, resulting from the acts or omissions of the Contractor, its agents, servants, employees and subcontractors with respect to the requirements of this subsection and in the performance of this contract. SC -13 ADD THE FOLLOWING SUBSECTION TO THE END OF SECTION 40 "SCOPE OF WORK': 40-09 ACCESS TO THF WORK_ Access to the work will be via the access routes shown on the plans or as directed by the Engineer. The Contractor shall identify access routes with suitable signs, barricades and similar equipment. The entire access route and construction site shall be kept free and clean of all debris at all times and maintained in good repair by the Contractor. All damage to the access route caused by the actions of the Contractor or his agents shall be immediately repaired to the satisfaction of the Owner. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-5 IIALTER No additional payment will be made to the Contractor for complying with the requirements of this subsection. No other access to the work sites will be permitted without written approval by the Engineer. Contractor's vehicles and equipment, including vehicles and equipment of subcontractors and others coming under the Contractor's control, will not be permitted to traverse other airfield areas or pavements without written approval of the Engineer. Contractor's vehicles, equipment, and materials may be stored in the area designated on the Plans, or by the Engineer. Upon completion of the work, the storage area shall be cleaned up and returned to its original condition to the satisfaction of the Engineer. No special payment will be made for clean up and restoration of the storage area Space will be allotted by the Engineer for the use of employees of the Contractor and his subcontractor(s) for the daily parking of their automobiles during the construction period. Personal vehicles of employees and vehicles operated by vendors of goods or services will not be permitted beyond the Contractor's parking area Drivers of vehicles being operated beyond this area shall be subject to loss of permission to enter the construction site. SECTION 50 CONTROL OF WORK SC -14 DELETE SUBSECTION 50-03 "COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS" IN ITS ENTIRETY AND INSERT TILE FOLLOWING: 50-01 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATION_ The contract, plans, specifications, and all referenced standards cited are essential parts of the contract requirements. A requirement occurring in one is as binding as though occurring in all They are intended to be complementary and to describe and provide for a complete work. In resolving conflicts, discrepancies, or errors in the various contract documents, the documents shall be given the order of precedence, as follows: Contract, Supplemental Agreement, Change Order, Addenda, Supplementary Conditions, Plans, Specifications, General Provisions. In case of discrepancy, figured dimensions, unless obviously incorrect, shall govern over scaled dimensions. Cited standards for materials or testing, and cited FAA Advisory Circulars shall be considered as standard specifications. Any table, gradation, size, dimension, rate, mix, method, nomenclature, pay item number, basis of payment or method of measurement shown on the plans, which is at variance with the standard specifications, shall be considered an amendment or supplement to the applicable specification. The Contractor shall not take advantage of any apparent error or omission on the plans or specifications. In the event the Contractor discovers any apparent error or discrepancy, he shall irmnediately call upon the Engineer for his/her interpretation and decision, and such decision shall be final. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-6 SC -15 DELETE SUBSECTION 50-06 "CONSTRUCTION LAYOUT AND STAKES" IN ITS ENTIRETY AND INSERT THE FOLLOWING: 50-06 CONSTRi IC:TION LAYIN IT AND STAKES Utilizing the data shown on the plans and/or fiunished by the Engineer, the Contractor shall establish all horizontal and vertical controls necessary to construct the work in conformance with the plans and specifications. The work shall include performing all calculations required and setting all stakes needed, such as offset stakes, reference point stakes, slope stakes, and other reference marks or points necessary to provide limes and grades for construction. The Contractor shall employ only competent personnel and utilize only suitable equipment in performing layout work. He shall not engage the services of any person or persons in the employ of the Engineer for performance of layout work. Adequate field notes and records shall be kept as layout work is accomplished. These field notes and records shall be available for review by the Engineer as the work progresses and copies shall be furnished to the Engineer at the time of completion of the project. Any inspection or checking of the Contractor's field notes or layout work by the Engineer and the acceptance of all or any part thereo% shall not relieve the Contractor of his responsibt7ity to achieve the lines, grades, and dimensions shown in the plans and specifications. The cost of all stakes and the cost of performing layout work as described above shall be included in the contract unit prices for the various items of work to which it is incidental. SC -16 UNDER SUBSECTION 50-08 "AUTHORITY AND DUTIES OF INSPECTORS", DELETE THE SECOND PARAGRAPH, WHICH BEGINS "Inspectors employed by the Owner are...", IN ITS ENTIRETY. SC -17 ADD THE FOLLOWING PARAGRAPHS TO THE END OF SUBSECTION 50-16 "CLAIMS FOR ADJUSTMENT AND DISPUTES": The following documentation and information must be presented in order for the Engineer to properly evaluate such claim: a. Definition of the basis of the claim, including a detailed identification of which materials and what work is considered to represent a change to the original contract, an explanation of why the work or material is different than what was called for by the original contract, and an identification of the contract provisions and anything else which the Contract relied upon; b. An explanation of how and why the work which is considered a change will result in any additional cost or performance time for the Contractor; Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-7 C. An identification of the categories of additional costs which may be incurred, an estimate of the dollar magnitude of each, and a statement of the impact this work will have on the construction schedule, including the contract completion dates; d. An indication of how the additional costs which is believed that may be incurred can be, and are to be, quantified; e. Documentation of any actual additional costs and any actual impact to the construction schedule due to this work; Documentation of the cost of performing all similar "unchanged" work, to provide the Engineer a basis for comparison; g. All backup and other documentation which are believed to support or relate to the claim, It. Documentation quantifying the amount of work which is believed to constitute this "changed" work, and the time period and the areas where such work was or is to be performed - SC -1 8 erformed. SC-18 DELETE SUBSECTION 50-17 "COST REDUCTION INCENTIVE" IN ITS ENTIRETY. SC -19 ADD THE FOLLOWING SUBSECTIONS TO THE END OF SECTION 50 "CONTROL OF WORK": 50-1 R RETEST OF WORK_ When as provided for in the contract documents, the Owner performs sampling and tests of the work and the tests show a failure to meet the requirements of the contract documents, the expense of retesting, after reworking or substitution by the Contractor will be at the expense of the Contractor and such costs will be deducted from the payments otherwise due to the Contractor. 50-19 CORRRCTION OF WORK AFTER FiNAT. PAYMFNT Neither the final certificate nor payment, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship and, unless otherwise specified, he shall remedy any defect due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from date of final acceptance. Wherever the word "acceptance" occurs, it shall be understood to mean final acceptance. The Owner shall give notice of observed defects with reasonable promptness. If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after the receipt of notice, the Owner shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense. With respect to all warranties, expressed or implied, from subcontractors, manufacturer, or suppliers for work performed and materials furnished under this Contract, the Contractor shall: Sebastian Municipal Airport R/W 4-22 Medium Intensity RAV Edge Lighting 00800-8 a Obtain all warranties that would be given in normal commercial practice; b. Require all warranties to be executed, in writing, for the benefit of the Owner. 50-20 VENT TF This contract has been executed by, delivered to an accepted by the Owner (or the Authority) in the state where the Airport is located, and the provisions hereof shall be governed by the laws of that state. Any disputes arising out of or related to this contract shall be resolved in accordance with said laws. The parties agree that any action or legal proceeding arising out of or related to this contract shall be brought in the state courts of the county in which the Airport lies, or in the federal court in the district where the Airport is located; and the parties hereby consent to and waive any objection to jurisdiction or venue in said courts. SECTION 60 CONTROL OF MATERIALS SC -20 ADD THE FOLLOWING PARAGRAPH TO THE END OF SUBSECTION 60-02 "SAMPLES, TESTS, AND CITED SPECIFICATIONS": In the event that any tests show a failure to meet the requirements of the contract documents, the expense of retesting, after substitution or modification by the Contractor, will be at the expense of the Contractor and such costs will be deducted from the payments otherwise due to the Contractor. The Contractor shall give sufficient notification of the placing of orders for materials to permit testing. SECTION 70 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC SC -21 ADD THE FOLLOWING PARAGRAPH TO THE END OF SUBSECTION 70-01 "LAWS TO BE OBSERVED": If the Contractor observes that the drawings and specifications are at variance with any laws, codes, ordinances, and regulations, he shall promptly notify the Engineer in writing, and any necessary changes shall be adjusted as provided in the contract for changes in the work. If the Contractor performs any work contrary to such laws, codes, ordinances, and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom SC -22 ADD THE FOLLOWING PARAGRAPH TO THE END OF SUBSECTION 70-05 "FEDERAL AID PARTICIPATION": The attention of the Contractor is also invited to the fact that the State in which this project is located will pay a portion of the cost of this improvement. In accordance with said State's rules and regulations, work will be subject to such inspection of the State, or its representative, as deemed necessary to protect the interests of the people of the State. The Contractor shall fimvsh the inspecting party with every reasonable assistance to ascertain whether or not the requirements and intern of the contract are being met. Such inspections will in no way infer Sebastian Municipal Airport R/W 4-22 Medium IntensityR/W Edge Lighting 00800-9 that the State is party to the contract, except for those contracts wherein the State is a signatory. SC -23 ADD THE FOLLOWING PARAGRAPHS TO THE END OF SUBSECTION 70-07 "PUBLIC CONVENIENCE AND SAFETY": The Contractor shall provide initial and continuing instructions to all supervisors, employees, subcontractors, and suppliers to enable them to conduct their work in a manner that will provide the maximum safety with the least hindrance to air and ground traffic, the general public, airport employees, and to the workmen employed on the site. All safety provisions specified by the plans and documents or received from the Engineer, and those required by laws, codes and ordinances, shall be thoroughly disseminated and rigidly enforced. SC -24 ADD THE FOLLOWING PARAGRAPH TO THE END OF SUBSECTION 70-08 "BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS": This work, including required materials and equipment, and labor, etc., shall be incidental to the various items of work and all costs hereto are to be included in the various unit bid items, except as otherwise provided for in the contract documents. SC -25 DELETE SUBSECTION 70-09 "USE OF EXPLOSIVES" IN ITS ENTIRETY AND INSERT THE FOLLOWING: V111111.6M • .14 U FoRi\I Dkm 1 =�� SC -26 ADD THE FOLLOWING PARAGRAPHS TO THE END OF SUBSECTION 70-10 "PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE": Work that is to remain in place which is damaged or defaced by reasons of work performed under this contract, shall be restored at no additional cost to the Owner. Items removed, indicated to be salvaged for Owner or reused in new work, which are damaged beyond repair, shall be replaced with equal new materials under this contract at no additional cost to the Owner. Existing pavement or other existing work not specified for removal which is temporarily removed, damaged, exposed, or in any way disturbed or altered by work under this contract shall be repaired, patched, or replaced to the complete satisfaction of the Engineer at no additional cost to the Owner. Where it is necessary to cut, alter, remove, or temporarily remove and replace existing property or equipment, the cost shall be included in the contract price for the item creating such work. It is recognized that the Owner will incur the costs for employees' salaries, engineering fees, and otherwise in connection with the damage and inspection and repair of any such damage, Sebastian Municipal Airport . R/W 4-22 Medium IntensityR/W Edge Lighting 00800-10 caused by the Contractor; consequently, the Owner may incur loss of income by reason of the diversion of aircraft traffic from the airport resulting from interruption of the use of airport facilities; and that such expenses and loss of income are not measurable now and may not be reasonably ascertainable at the time of any incident caused by the Contractor. The Owner and the Contractor hereby agree to the assessment of liquidated damages in lieu of such expenses or other damages incurred by the Owner. In addition to the obligation of the Contractor to immediately repair any cables or facilities damaged by the Contractor, as set forth above, the sum of not greater than $1,000.00 per incident may be deducted from any money due the Contractor, or if no money is due the Contractor, the Owner shall have the right to recover said sum or sums from the Contractor, from the surety, or from both. The amount of these deductions is to cover liquidated damages to the sponsor incurred by additional and other expenses and damages arising from the incident or incidents caused by the Contractor, and such deductions are not considered as penalties. SC -27 DELETE SUBSECTION 70-11 "RESPONSIBILITY FOR DAMAGE CLAIMS" IN ITS ENTIRETY AND INSERT THE FOLLOWING: Contractor shall purchase and maintain such comprehensive general liability, comprehensive automobile liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance and f urnWiing of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed or finnished by Contractor, by any Subcontractor, by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: (1) Claims under workers' or workmen's compensation, disability benefits and other similar employee benefit acts; (2) Claims for damages because of bodily injury, occupational sickness or disease,or death of Contractor's employees; (3) Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; (4) Claims for damages insured by personal injury liability coverage which are sustained (a) by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or (b) by any other person for any other reason; Sebastian Municipal Airport R/W 4-22 Medium IntensityR/W Edge Lighting 00800-11 (5) Claims for damages, other than to the Work itsel% because of injury to or destruction of tangible property wherever located, including loss of use of resulting therefrom; (6) Claims arising out of operation of Laws or Regulations for damages because of bodily injury or death of any person or for damage to property; and (7) Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. (8) Builders Risk Insurance: Contractor shall purchase and maintain property insurance in an all-risk policy form insuring against the perils of fire and extended coverage and physical loss or damage including, but not limited to, theft, vandalism, malicious mischie% collapse, falsework, and debris removal and shall cover reasonable compensation for Engineer's services and expenses required as a result of such insured loss. This property insurance shall cover portions of the materials stored off the site and portions of materials in transit. The amount of the insurance shall be the initial Contract Price for the entire Project at the site on a replacement cost basis without deductibles. Such insurance shall be maintained until final payment has been made or until no person or entity other than the Owner has an insurable interest in the property. This insurance shall include interest of the Owner, Contractor, Subcontractors and Sub -subcontractors in the Project. The insurance required by this paragraph 70-1 La shall include the specific coverages and be written for no less than the limits of liability and coverages specified in paragraph 70-1 Lc or required by law, whichever is greater. The comprehensive general liability insurance shall include completed operations insurance. All of the policies of insurance so required to be purchased and maintained (or the certificates or other evidence thereof) shall contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to Owner and Engineer by certified mail. All such insurance shall remain in effect until final payment and at all times thereafter when Contractor may be correcting, removing or replacing defective Work in accordance with subsection 50-18. In addition, contractor shall maintain such completed operations insurance for at least two years after final payment and furnish Owner with evidence of continuation of such insurance at final payment and one year thereafter, with the exception of Owner's Protective Liability coverage. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-12 (1) The Contractor shall indemnify and hold harmless Owner and Engineer and their consultants, agents and employees from and against all claims, damages, losses and expenses, direct, indirect or consequential (including but not limited to fees and charges of engineers, architects, attorneys and other professionals and court and arbitration costs) arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense (a) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom and (b) is caused in whole or in part by any negligent act or omission of Contractor, any Subcontractor, any person or organization directly or indirectly employed by any of them to perform or famish any of the Work or anyone for whose acts any or them may be liable, regardless of whether or not it is caused by a party indemnified hereunder or arises by or is imposed by Law or Regulations regardless of the negligence of any such party. (2) In any and all claims against Owner or Engineer or any of their consultants, agents or employees by any employee of Contractor, any Subcontractor, any person or organization directly or indirectly employed by any of them to perform or famish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 70-1 Lb(1) above shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for Contractor or any such Subcontractor or other person or organization under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. The 1units of liability for the insurance required by, paragraph 70-11.a shall provide coverage for riot less than the following amounts or greater where required by law: (1) Workers' Compensation, etc.: (a) State: Statutory (b) Applicable Federal Statutory (e.g. Longshoreman's) (c) Employer's Liability $100,000 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-13 (2) Comprehensive General Liability: (a) Bodily Injury: (b) Property Damage: Each Occurrence Annual Aggregate Each Occurrence Annual Aggregate (c) The Contractor's General Liability insurance shall provide coverage for the following: (1) Premises — Operations, (2) Independent Contractors, (3) Products/Completed Operations Hazard, (4) Underground Hazard, (5) Broad Form Property Damage, (6) Where applicable, Explosion and Collapse Hazard, and () Personal Injury. (d) Products and completed operations to be maintained for three (3) years after final payment. (d) Provide Damage Liability Insurance which will provide X, C, or U coverage. (3) Contractual Liability: (a) Bodily Injury: gl Ono onn (b) Property Damage: 500 000 IR 50,000 Each Occurrence Each Occurrence Annual Aggregate (4) Personal Injury, with Employment Exclusion Deleted: 11 111• a - (5) Comprehensive Automobile Liability: Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-14 (a) Bodily Injury: 50,000 Each Person S1,nn0,00n Each Occurrence (b) Property Damage: %,00,00 Each Occurrence (c) The Contractor's Comprehensive Automobile Liability Insurance shall provide coverage for Bodily Injury and Property Damage Per Occurrence for owned, hired and non -owned vehicles. The City of Sebastian, its officials and stafF, and The LPA Group Incorporated, its staff and consultants shall be named as additional insured with right of notice in the policy. The Contractor's insurance provider shall edit the Certificate of Insurance standard cancellation clause from the issuing company will endeavor to mail _days written notice to the certificate holder..." to "..., the issuing company will mail 30 days written notice to the certificate holder..". e. The Contractor shall obtain in the name of the Owner, Owners Protective Liability Insurance which will have the same limits of coverage for the same period as that required in paragaph 70-11.c(2) above for the Contractor's general liability coverage, including liability for acts of Subcontractors and Subordinate Contractors. Contractor shall purchase and maintain such Protective and Contractual Bodily Injury Liability Insurance and such Protective and Contractual Property Damage Liability Insurance as shall be required by any public bodies or utility companies whose property, facilities, or right-of-way may be affected by the Work to be done under this Contract. g. Contractor will provide such additional information in respect of insurance provided by him as the Owner may reasonably request. Failure by Owner to give any such notice of objection within the time provided shall constitute an acceptance of such insurance purchased by Contractor as complying with the Contract Documents. h Certificates in triplicate from the insurance carrier stating the limits of liability and expiration date shall be filed with Owner before operations are begun. Certificates shall not merely name the types of policy provided but shall specifically refer to this Contract and shall Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting 00800-15 contain a separate express statement of compliance with each of the requirements as set forth in this subsection The certificates shall, in addition to the information relative to the insurance required, contain the following: (1) Inception and expiration dates of insurance policy. (2) Limits of liability provided (Public Liability and Property Damage). (3) Coverage provided, including special hazards if required. (4) Name of insurance company. (5) Policy Number. (6) Additional interests covered. (7) Statement that the Explosion, Collapse, and Underground exclusions do not apply. (8) Certificate shall reflect self-insured retention applicable to any contract of insurance. (9) Excess liability certified contracts must state underlying insurance requirements. (10) Project number and nature of work. (11) Cancellation notice stipulation in Paragraph 70-1 l .d. No certificate will be accepted which exculpates the issuer or reduces any rights conferred on the Owner by the above certificates, nor will they be accepted unless the certificates bear a live signature of a direct representative of a company authorized to do business in the state where the work is located. No certificate will be accepted unless the person signing the certificate certifies, in a separate letter, his exact relationship with the insurance carrier or carriers indicated in the certificate. The Owner may, at his discretion, modify or waive any of the foregoing requirements. No contract of insurance containing a "claims made" insuring agreement will be acceptable unless the contractor offering such insurance to fulfill the requirements of this Contract agrees that each such contract of insurance shall be renewed for the entire existence of the Contractor, their successors or assigns; and that on termination of such coverage which is not replaced by a similar contract with the required limits of liability, a "tail policy" will be purchased with limits not less than those required by this Contract." SC -28 ADD THE FOLLOWING PARAGRAPHS TO THE END OF THE SUBSECTION 70-19 "ENVIRONMENTAL PROTECTION": Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-16 In the event of conflict between Federal, State or local laws, codes, ordinances, rules and regulations concerning pollution control, the most restrictive applicable ones shall apply. a. The Contractor shall pay special attention to the pollution control requirements of the several specifications. Work items which may cause excessive pollution and shall be closely controlled by the Contractor are: (1) Clearing, grubbing, burning or other disposal. (2) Stripping, excavation, and embankment. (3) Drainage and ditching. (4) Aggregate production, handling and placing. (5) Cement, lime, or other stabilization. (6) Concrete and bituminous materials handling, production, and paving. (7) Seeding, fertilizing, mulching and use of herbicides or insecticides. (8) Contractor's own housekeeping items, haul roads, sanitary facilities, water supply, equipment fueling, servicing and cleaning, job clean up, and disposal. When the Contractor submits his tentative progress schedule in accordance with PROSECUTION and PROGRESS, Section 80, he shall also submit for acceptance of the Engineer, his schedules for accomplishment of temporary and permanent erosion control work, as are applicable for clearing, grading, structures at watercourses, construction, and paving, and his proposed method of erosion control on haul roads and borrow pits and his plan for disposal of waste materials. No work shall be started until the erosion control schedules and methods of operations have been accepted by the Engineer. All bituminous and portland cement concrete proportioning and nixing plants shall meet state requirements. b. The following stipulations shall apply to this contract unless more restrictive ones are specified by the plans, special provisions, laws, codes, ordinances, etc. Cost of pollution control shall be incidental to the appropriate work items unless otherwise specified. 111��FIILVAMM:no 1171101=11W,71140 (a) All work of water pollution and siltation control is subject to inspection by the local and/or state government enforcing agent. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-17 (b) All applicable regulations of fish and wildlife agencies and statutes relating to the prevention and abatement of pollution shall be complied with in the performance of the contract. (c) Construction operations shall be conducted in such manner as to reduce erosion to the practicable minimum and to prevent damaging siltation of watercourses, streams, lakes or reservoirs. The surface area of erodible land, either on or off the airport site, exposed to the elements by clearing, grubbing or grading operations, including gravel pits, waste or disposal areas and haul roads, at any one time, for this contract, shall be subject to approval of the Engineer and the duration of such exposure prior to final trimming and finishing of the areas shall be held to the minimum practical. The Engineer shall have full authority to order the suspension of grading and other operations pending adequate and proper performance of trimming, finishing and maintenance work or to restrict the area of erodible land exposed to the elements. (d) Materials used for permanent erosion control measures shall meet the requirements of the applicable specifications. Gravel or stone, consisting of durable particles, shall be used for construction pads, haul roads and temporary roads in or across streams. (e) Where called for on the plans, a stilling basin shall be constructed to prevent siltation in the stream from construction operations. (fl The disturbance of lands and waters that are outside the limits of construction as staked is prohibited, except as found necessary and approved by the Engineer. (g) The Contractor shall conduct his work in such manner as to prevent the entry of fuels, oils, bituminous materials, chemicals, sewage or other harmfiil materials into streams, rivers, lakes or reservoirs. (h) Water from aggregate washing or other operations containing sediment shall be treated by filtration, by use of a settling basin or other means to reduce the sediment content to a level acceptable to the local and/or state governmental enforcing agent. (i) All waterways shall be cleared as soon as practicable of Wwwork, piling, debris or other obstructions placed during construction operations and not a part of the finished work. Care shall be taken during construction and removal of such barriers to minimize the muddying a stream Sebastian Municipal Airport R/W 4-22 Medium Intensity RAV Edge Lighting 00800-18 (j) The Contractor shall care for the temporary erosion and siltation control measures during the period that the temporary measures are required and for the permanent erosion control measures until the contract has been completed and accepted. Such care shall consist of the repair of areas damaged by erosion, wind, fire or other causes. (k) Permanent and temporary erosion control work that is damaged cue to the Contractor's operations or where the work required is attributed to the Contractor's negligence, carelessness, or failure to install permanent controls at the proper time, shall be repaired at the Contractor's expense. (Z) Open Burning of Combustible. Wastes (When Permitted)_ (a) The Contractor shall obtain a burning permit from local authorities, where applicable, prior to any burning. (b) All burning shall conform to the conditions of the permit, except that the conditions herein shall apply if they are more restrictive. (c) No tires, oils (except atomized fuels applied by approved equipment), asphalt, paint, or coated metals shall be permitted in combustible waste piles. (d) Burning will not be permitted within 1,000 feet of a residential or built- up area nor within 100 feet of any standing timber or flammable growth unless otherwise specified. (e) Burning shall not be permitted unless the prevailing wind is away from a nearby town or built-up area. (f) Burning shall not be permitted during a local air inversion or other climatic condition as would result in a pall of smoke over a nearby town or built-up area. (g) Burning shall not be permitted when the danger of brush or forest fires is made known by Federal, State, or local officials. (h) The size and number of Sus shall be restricted to avoid the danger of brush or forest fires. Boning shall be done under surveillance of a watchman who shall have fire -fighting equipment and tools readily available. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-19 (a) Minimum possible areas of open grading, borrow or aggregate excavation shall be exposed at one time, consistent with the progress of the work. (b) Grading areas shall be kept at proper moisture conditions. (c) Sand or dust blows shall be temporarily mulched, with or without seeding, or otherwise controlled with stabilizing agents. (d) Temporary roads, haul routes, traffic or work areas shall be maintained so as to create no dust. (e) Cements, fertilizers, chemicals, volatiles, etc., shall be stored in proper containers or with proper coverings to prevent accidental discharge into the air. (t) Aggregate bins, cement bins, and dry material batch trucks shall be properly covered to prevent loss of material to the air. (g) Drilling, grinding, and sand blasting apparatus shall be equipped with water, chemical, or vacuum dust controlling systems except where otherwise permitted by the Engineer in writing. (h) Applications of chemicals and bitumens shall be held to recommended rates. (i) Bituminous mixing plants shall be equipped with dust collectors as noted in the specifications. 0) Quarrying, batching, and mixing operations and the transfer of materials between trucks, bins, or stockpiles shall be properly controlled to minimize dust diffusion. (k) When necessary, certain operations shall be delayed until proper wind or climatic conditions exist to dissipate or inhibit potential pollutants to the satisfaction of the Engineer. SC -29 ADD THE FOLLOWING SUBSECTION TO THE END OF SECTION 70 "LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC": 70-71 NO DAMAGES FOR OFLAY In all cases where the Contractor is delayed, obstructed, or hindered in the execution of the work, or any part thereo% for any reason whatsoever, the Contractor shall not be entitled to claim or recover any damages or additional payment from the Owner or Engineer. However, it is the intent of this Contract that in all Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-20 cases where the Contractor is substantially delayed, obstructed, or hindered in the execution of the work through no fault of the Contractor and because of conditions beyond the Contractor's control, the Engineer may recommend an extension on the contract time under Subsection 80- 07 by such amount as conditions, in the judgement of the Engineer, justify, and such extension of the contract time shall be the exclusive remedy of the Contractor for delay, hindrance or obstruction occurring through no fault of the Contractor and because of conditions beyond the Contractor's control. SECTION 80 PROSECUTION AND PROGRESS SC -30 ADD THE FOLLOWING PARAGRAPHS TO THE END OF SUBSECTION 80-05 "CHARACTER OF WORKERS, METHODS, AND EQUIPMENT": Any person employed by the Contractor or by a subcontractor who, in the opinion of the Engineer, does not perform his work in a proper and skillful manner or is intemperate or disorderly shall, at the written request of the Engineer, be removed forthwith by the Contractor or subcontractor employing such person and shall not be employed again in any portion of the work without the approval of the Engineer. Should the Contractor fail to remove such person or persons or fail to furnish suitable and sufficient personnel for the proper prosecution of the work, the Engineer may suspend the work by written notice until compliance with such orders. The failure to provide adequate labor and equipment may be considered cause for terminating the contract. SC -31 CONTRACT TIME Time for completion of the work is 150 consecutive calendar days from the Notice -to -Proceed date, and within the phasing requirements outlined in Section 0 10 10. SC -32 80-08 FAILURE TO COMPLETE ON TIME 80-08. 1 Liquidated Damages: Liquidated damages of $250 a day for failure to complete all work within the contract time specified in SC -31 "Contract Time", will be deducted from money due or to become due the Contractor or his surety. SC -33 ADD THE FOLLOWING PARAGRAPH TO THE END OF SUBSECTION 80-10 r : unJ_VIII[�)�i�i);�J�Lf[�l�►/.11fl��l�e7�l�[�11.6�iF The Engineer and the Owner shall be given full access to all books, cost records, correspondence and papers of the Contractor relating to the contract in order to determine amounts to be paid the Contractor due to any termination of the contract. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-21 SECTION 90 MEASUREMENT AND PAYMENT SC -34 DELETE SUBSECTION 90-05 "PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK" IN ITS ENTIRETY AND INSERT THE FOLLOWING: 90-05 PAYMFNT FOR FXTRA AND FORCE. ACCOIiNT WORK_ Extra work, performed in accordance with subsection 40-04 EXTRA WORK, will be paid for at the contract prices or agreed prices specified in the change order or supplemental agreement authorizing the extra work. When the change order or supplemental agreement authorizing the extra work requires that it be done by force account, such force account shall be measured and paid for as follows: a. Labor. For all labor (skilled and unskilled) and foremen in direct charge of a specific force account item, the Contractor shall receive the rate of wage (or scale) for every hour that such labor or foreman is actually engaged in the specified force account work. Such wage (or scale) shall be agreed upon in writing before the beginning of the work. The Contractor shall receive the actual costs paid to, or in behalf of workers by reason of subsistence and travel allowances, health and welfare a benefits, pension fiutd benefits or other benefits, when such amounts are required by collective bargaining agreement or other employment contract generally applicable to the classes of labor employed on the work. An amount equal to 15 percent of the sum of the above items will also be paid to the Contractor. b. IncnrancP and Taxes. For property damage, liability, and workmen's compensation insurance premiums, unemployment insurance contributions, and social security taxes on the force account work the Contractor shall receive the actual cost, to which cost (sum) 5 percent will be added. The Contractor shall fimush satisfactory evidence of the rate or rates paid for such insurance and taxes. C. Materials For materials accepted by the Engineer and then used, the Contractor shall receive the actual cost of such material delivered on the work, including transportation charges paid by him (exclusive of machinery rentals as hereinafter set forth), to which cost (sum) 15 percent will be added. d. Equipment. For any machinery or special equipment (other than small tools) including fuel and lubricants, plus transportation costs, the use of which has been authorized by the Engineer, the Contractor shall receive the rental rates agreed upon in writing before such work is begun for the actual time that such Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 00800-22 equipment is committed to the work, to which rental sum 15 percent will be added. e. Miseellanen„e No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. f C'.omnarkon of Record- The Contractor and the Engineer shall compare records of the cost of force account work at the end of each day. Agreement shall be indicated by signature of the Contractor and the Engineer or their duly authorized representatives. g. Statement. No payment will be made for work performed on a force account basis until the Contractor has famished the Engineer with duplicate itemized statements of the cost of such force account work detailed as follows: (1) Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. (2) Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery and equipment (3) Quantities of materials. (4) Transportation of materials. (5) Cost of property damage, liability and workman's compensation insurance premiums, unemployment insurance contributions, and social security tax Statements shall be accomplished and supported by a receipted invoice for all materials used and transportation charges. However, if material used on the force account work are not specifically purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the Contractor shall fiunish an affidavit certifying that such materials were taken from his/her stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. The additional payment, based on the percentages specified above, shall constitute fiull compensation for all items of expense not specifically provided for the force account work. The total payment made as provided above shall constitute full compensation for such work. SC -35 IN SUBSECTION 90-07 "PAYMENT FOR MATERIALS ON HAND", AFTER PARAGRAPH e., INSERT THE FOLLOWING: Sebastian Municipal Airport R/W 4-22 Medium IntensityR/W Edge Lighting 00800-23 f. The value of the delivered material is to be used in one item of work exceeds $3,000 and is not scheduled to be incorporated into the work within 60 days after delivery. SC -36 ADD THE FOLLOWING PARAGRAPH TO THE END OF SUBSECTION 90-09 "ACCEPTANCE AND FINAL PAYMENT": Prior to final payment the Contractor shall submit to the Owner a swom affidavit that all bills for labor, materials, equipment, service, subcontractors and incidentals have been paid and that there are no suits pending in connection with the work done or labor and materials famished under the contract. SC -37 ADD THE FOLLOWING SUBSECTION TO THE END OF SECTION 90 "MEASUREMENT AND PAYMENT": 90-10 T MNS- Neither the final payment nor any part of the retained percentage shall become due until the Contractor delivers to the Owner: (a) an affidavit stating, if that be in fact, that all subcontractors and suppliers have been paid in full, or if the fact be otherwise,showing the name of each subcontractor and supplier who has not been paid in fizll and the amount due or to become due each for labor, service or material furnished; (b) consent of surety, if any, to final payment; and (c) if required by Owner, other data establishing payment for satisfaction of all obligations, such as receipt, releases, and waivers of lien arising out of the Contract to the extent and in such form as designated by the Owner. END OF SECTION 00800 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting DDI:11111Y 1 DIVISION 1 GENERAL REQUIREMENTS SECTION 01000 MOBILIZATION PART 1 GENERAL 1.01 DESCRIPTION: The work covered by this section consists of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for providing the items required by the General Provisions, Section 01510 Temporary Facilities and Supplementary Conditions and the General Requirements including but not limited to: for the establishment of all offices, buildings, and other facilities necessary for work on the project, construction staking, establishing a haul route and restoration upon completion of work, performance bond, labor and materials bond; all required insurance, all prebid and preconstruction expense, and for all other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 PAYMENT: A. All work covered by this section will be paid for at the contract lump sum price for "Mobilization." B. Partial payments for the Item 01000 "Mobilization" will be made with the first and second partial pay estimates paid on the contract and will be made at the rate of 50 percent of the lump sum price for Item 01000 "Mobilization" on each of these partial pay estimates, less the retainage provided for in Contract. Where the amount bid for the item of"Mobilization" exceeds 5 percent of the total amount bid for the contract, 2-1/2 percent of the total amount bid will be paid on each of the first two partial pay estimates, and that portion exceeding 5 percent of the total amount bid will be paid on the last partial pay estimate. All such payments will be made less the retainage provided for in the Contract. Payment will be made under: Item 01000 Mobilization --per Lump Sum END OF SECTION 01000 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 6711I11131 SECTION 01010 SCOPE OF WORK PART L• GENERAL 1.01 Related Documents. Drawings, General Provisions of Contract, Supplementary Conditions, General Requirements, and other Special Provisions and Specifications, apply to work of this section. 1.02 Project Identification. Project name is: Runway 04-22 Medium Intensity Runway Edge Lighting, as shown on Contract Documents prepared by THE LPA GROUP INCORPORATED, Transportation Consultants. Drawings and Specifications are dated July, 2001. 1.03 Contract Documents. These documents indicate the work of the Contract and related requirements and conditions that have an impact on the project. Related requirements and conditions that are indicated on the Contract Documents include, but are not necessarily limited to the following: a. Existing site conditions and restrictions on use of the site. b. Mandatory staging/sequencing. C. Requirements for partial utilization of various elements prior to substantial completion of the work. 1.04 Summary by References. Work of the Contract can be summarized by references to the Contract, General Provisions, Supplementary Conditions, Specification Sections, Drawings, and addenda and modifications to the contract documents issued subsequent to the initial printing of this Project Manual, including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions and other forces outside the contract documents. 1.05 Construction Time and Phasing Plan. The work as described by the contract specifications and as shown on the plans shall be ready in the time frame stipulated in Section 00800, "Supplementary Conditions". Due in part to the adverse effect on airport safety and operations and on airport tenants caused by closure of the airport or portions of the airport, the time schedule for completion of this project is critical and liquidated damages as prescribed in Section 00800, "Supplementary Conditions" will be enforced. In order to minimize the impact to aircraft operations and the airfield tenants, the project will be completed in accordance with the phasing plan given on Drawing PL -1 of the Construction Drawings.. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01010-1 1.06 Contractor Use of Premises. a. Use of the Site: The Contractor shall confine his operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction. b. Open Passage: Keep existing drives, entrances, and air operations areas designated to remain open, clear and available to the Owner, his employees and the public at all times. Do not use these areas for parking or storage of materials. c. Storage: Do not unreasonably encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the areas indicated. If additional storage is necessary, obtain Engineer's approval. d. V ehicle/Equipment Security: Lock automotive type vehicles, such as passenger cars and trucks, and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use. Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place. 1.07 Work Restriction: a. NAVAID Areas: During the time of construction, the Contractor may be restricted from working in or around certain essential electronic navigational aids necessary to the safe operation of the airport. The Contractor is hereby notified that the Engineer may restrict construction operations in those areas closest to the active runway and taxiways. b. Radio Communication: Contractor shall maintain two-way radio communication with the Sarasota Bradenton International Airport Air Traffic Control Tower, on their frequency, at all times during construction. Contractor will have a working radio on site at all times during construction and shall assign responsible personnel to continuously monitor the radio. c. Notice to Airmen (NOTAMS): The Contractor will provide the necessary information on construction conditions so that the Owner can advise the Flight Service Station to issue a NOTAM in accordance with established criteria. d. Turf Restoration: All non -paved areas that are disturbed by the Contractor's work, staging area, haul roads, etc. shall be reseeded and restored to original condition by the Contractor. There will be no separate pay item for this work; it shall be considered incidental to and included in the price bid for Item 01000, Mobilization. e. Security: Contractor will provide security within his construction area and will keep all unauthorized personnel out. Sebastian Municipal Airport R/W 422 Medium Intensity R/W Edge Lighting 01010-2 f. Haul Route on Runway or Taxiway: Contractor will not be allowed to use any of the existing runways, taxiways or apron pavement as part of the haul road unless authorized in writing by the Engineer. g. Access Points: All construction traffic shall enter and exit the project area only through the project access point(s) shown on the plans or approved by the Engineer. Contractor will be responsible for security of entrance gates. h. Construction Stake -Out: The Contractor shall perform construction stake -out in accordance with Article 50-06 of the General Provisions. i. Haul Route: The Contractor shall be responsible for establishing haul routes suitable for supporting all necessary transportation and construction equipment for the duration of the project. Any existing roads or other areas that are used as part of the haul route will be restored to their original condition after completion of the project. The Contractor will be responsible for all cleanup operations of debris that may be on the haul route and for watering and/or other dust preventive measures to preclude fugitive dust from affecting buildings, occupants, or airfield operations. No separate payment will be made for seeding or mulching, or pavement restoration; such costs shall be incidental to and included in the price bid for Item 01000, Mobilization. j. Airfield Safety Devices: Contractor shall maintain all airfield safety devices such as staked limit lines for the duration of the project as required. Damaged stakes or flagging shall be replaced immediately. k. Vehicular Markings: All vehicles and equipment used on the airfield shall meet FAA and airport requirements for marking and lighting. 1.08 Coordination. The work of this Contract includes coordination by the Contractor of the entire work of the project, including preparation of general coordination drawings, diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty periods. 1.09 Partial Owner Occupancy or Use. The Owner reserves the right to use completed and accepted work provided such use does not interfere with completion of other work. Specifically, the Owner will need to have Phase II of the apron construction ready for his use prior to beginning Phase IV. Such use will not affect warranty stipulations addressed elsewhere in the contract documents. PART 2. PRODUCTS (Not Used.) PART 3. EXECUTION Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01010-3 3.01 MEASUREMENT AND PAYMENT: Except as otherwise specified, no separate measurement or payment will be made for work set forth in this section; such costs will be considered as incidental to and included in the price for Section 01000, Mobilization, or other items as appropriate. END OF SECTION 01010 Sebastian Municipal Airport R/W 4-22 Medium Intensity RAV Edge Lighting 01010-4 SECTION 01030 AIRPORT PROJECT PROCEDURES (Construction Safety Plan) PART GENERAL 1.01 INTRODUCTION: A. This project will include Contractor operations within active Air Operations Areas (AOA). The Airport will conduct normal aircraft operations during the course of this project, subject to certain restrictions called out in this section or elsewhere in the specifications. Therefore, to provide for the security and safety of Airport users and the Contractor's forces, as well as to minimize interruptions to aircraft operations, the Contractor shall limit his work within the areas designated and conduct his operations as specified. B. Any fines or assessments levied against the Sponsor as a result of intrusions in the AOA or other violations by the Contractor's personnel or those of his subcontractors and material suppliers will be passed on to the Contractor. In addition, the Contractor will be subject to a fine of $1,000.00 per incident, assessed by the Sponsor. 1.02 AIR OPERATION AREA (AOA) SAFETY REQUIREMENTS A. Barricades: Existing aprons, taxiways and runways outside the limits of construction shall be separated from construction areas with barricades as shown on the plans and described in Section 01530. B. Radio Communication: The Contractor shall maintain radio communication with Air Traffic Control (ATC) at all times during construction, and shall immediately obey all instructions to vacate areas when directed. Contractor shall have a working radio, as specified in Section 0 15 10, on site at all times during construction and shall assign responsible personnel to continuously monitor the radio. C. Runway and Taxiway Closures: Closures of runways and taxiways will be made only by the Owner. The Owner shall contact the appropriate FAA Flight Service Station prior to issuing the Notice -to -Proceed so that allotice- to-Airmen (NOTAM) for runway or taxiway closure can be issued in accordance with established criteria. Construction operations within the runway or taxiway safety zone as defined in paragraph 1.03-B(1) of this section shall not begin until the Contractor receives clearance from the Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01030-1 Owner and Engineer assuring that the adjoining runway or taxiway has been closed or that adequate barricades and marking have been provided. 1.03 CONSTRUCTION SAFETY REQUIREMENTS A. General: Safety Officer: The Contractor is required to employ a Safety Officer who will be the liaison between the Contractor, the Engineer and the Owner in all safety related matters for the duration of the project. The Safety Officer shall be on call 24 hours per day for emergency maintenance of airport hazard lighting, barricades, and other safety features. 2. Protection of Utilities: The Contractor shall be responsible for field marking and protecting all utilities within the construction limits. Storage of Equipment, Vehicles, and Materials: All equipment, vehicles, and materials must be stored in the designated storage or staging area or in areas acceptable to the Engineer. 4. Vehicular Markings: Contractor vehicles and equipment shall be marked with checkered flags lighted with flashing beacons to comply with requirements of FAA AC 150/5210-5B and Appendix 01030-A to this section. Construction Methods Limitation: a. No open flames or burning will be allowed on Airport property unless specifically authorized by Engineer. b. Stockpiled material shall be constrained in a manner to prevent displacement by jet blast, prop blast, or wind and shall be kept to a height so as to not penetrate FAR Part 77 imaginary air space. 6. Safety and Accident Protection: a. The Contractor shall comply with all applicable federal, state, and local laws, ordinances, and regulations governing safety, health, and sanitation; shall provide barricades; and shall take any other needed actions, on his own responsibility, that are reasonably necessary to protect the life and health of employees on the job, the safety of airport users, and the Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01030-2 safety of moving and parked aircraft, and other property during the performance of the work. b. The Safety Officer's duties shall include accident prevention. 7. Navigational Aids: Airport navigational aid critical areas are shown on the drawings. The Contractor shall not enter these areas without the Engineer's approval. FAA Advisory Circular: Except as otherwise specified, FAA AC 150/5370-2C and all its references shall be used in maintaining airport operational safety during construction. A copy of this circular is reproduced and attached herein as an appendix to this section. B. Runway and Taxiway Safety Zones: Limitations: When necessary to accomplish construction in areas adjacent to runways and taxiways, the construction equipment, vehicles, and men are authorized to operate without interruption within the project limits, except within the following areas and as specified otherwise: Distance from runway centerline or runway end - within 200 feet. Distance from active taxiway centerlines - within 65.5 feet. Runway approach areas - within 20:1 slope approach surface as shown on drawings, unless noted otherwise. 2. Request for Facility Closures: Construction activities on runways or taxiways or within the above restricted areas shall only be performed at times when the runway or taxiways are closed to aircraft. Closure of a runway or taxiway or any portion thereof must be requested in writing by the Contractor through the Engineer. This request must indicate the areas needed and a schedule of operations and time(s) required for operations within the area. The Owner reserves the right, however, to shift any approved closure periods to alleviate aircraft congestion or when inclement weather conditions dictate. 3. Equipment Operation Restrictions: Contractor may be permitted to operate trenching machines and other equipment in the runway and Sebastian Municipal Aizport R/W 4-22 Medium Intensity R/W Edge Lighting 01030-3 taxiway object free zones provided all of the following conditions are satisfied: a. The equipment operator and/or crew foreman monitors the ATC ground frequency continuously, using a two way radio transceiver. b. All equipment shall be cleared from the Runway or Taxiway Object Free Zones during aircraft operations (landings, take- offs, and taxiing). C. All equipment within the Runway and Taxiway Object Free Zones is manned and being used. No unnecessary or parked equipment will be allowed within the Runway and Taxiway Safety Zones. d. All excavated trenches and holes shall be backfilled, tamped and leveled to match existing grades before workmen leave the site at the end of each work day. e. All other conditions of FAA A/C 150/5370-2C. 4. Stockpiles: Stockpiled materials shall not be permitted within the runway or taxiway safety zones. 5. Grading Requirements: All construction within a restricted area shall be performed in such a manner that, at the end of the closure period, it will leave the safety area with no abrupt grade changes or grades in excess of 5 percent and with no trenches with depth or width greater than 3 inches, unless in the case of taxiway safety areas, the safety area has been marked and barricaded in accordance with FAA A/C 150/5370-2C and as approved by the Engineer. C. Obstructions to Navigation: Violation of Object Free Area Surfaces: Penetration of equipment, vehicles, materials, or men into the object free areas and approach surfaces requires the preparation and distribution of Notices of Airmen (NOTAM) in advance to the actual penetration. 2. Scheduling: When part of the work in this project is in violation of FAR Part 77, the clearance distance requirements from runway and taxiway edges shall be incorporated into the construction sequence schedule. At no time shall the construction limits of the area under Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting 01030-4 construction violate the safety zones without prior notification to and approval by the Engineer. 3. Coordination and Communication: Work within and adjacent to active AOAs shall be coordinated with the Engineer prior to commencement of the activity. Work crews in these areas shall be accompanied by the construction superintendent and the resident inspector, both of which shall be in constant radio contact with ATC. Additional safety requirements are set forth in Appendix 01030-D, attached to the end of this section. 1.04 SAFETY PLANNING: The Contractor shall integrate and maintain requirements of airport operational safety into each of his planning and work schedules. The Contractor's Safety Officer shall continuously monitor all planning schedules and work underway for compliance to AC 150/5370-2C; he shall maintain vigilance to detect areas needing attention due to oversight or altered construction activities. Airport operational safety during construction will be on the agenda at the preconstruction conference and each coordination and progress meeting. 1.05 SECURITY REQUIREMENTS: The Contractor has the responsibility for maintaining control of the access gates or any other entrance to the AOA. The Contractor may utilize a gate guard or install an automatic operated gate controller with limited access with numeric key pad. The contractor may be required to erect temporary fencing to protect the AOA during construction. The Contractor's method of maintaining security shall be set forth in his Security Plan, and shall comply with the airport's rules and regulations concerning work in airport restricted areas. 1.06 BARRICADES: Contractor shall provide Type I barricades along the active runway and taxiway pavement areas and elsewhere as shown on the plans or as directed by the Engineer while work is proceeding in the taxiway, apron and runway areas. Barricades shall be placed as shown on the plans and relocated as necessary during the course of the work to clearly identify areas closed to aircraft operations. 1.07 RUNWAY AND TAXIWAY CLOSURES: A. When a runway is required to be closed during any phase of the work and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01030-5 aircraft must access another runway during this period, at least one taxiway serving the air carver apron and one taxiway serving the general aviation apron must remain open for this purpose at all times. The Contractor shall schedule his work to provide continuous access ad descrilied above. Barricades and/or closed taxiway markers shall be placed as directed by the Engineer. B. The Contractor shall coordinate and schedule runway and taxiway closures and temporary relocation of any runway threshold with Owner through Engineer before closure is required so that Owner can issue appropriate NOTAMS. C. Runway and taxiway closures shall be scheduled in advance. Contractor shall identify taxiway closures with barricades and by covering taxiway lights within the closure limits. Remove barricades and covers when no longer needed or as directed by Engineer. PART 2 PRODUCTS 2.01 BARRICADES: Barricades and closed runway markers shall be of material and construction as specified in Section 01530. PART 3 EXECUTION 3.01 LIMITATION OF CLOSURES: Airfield pavement closures will be made only by the OWNER through the Engineer. The Contractor shall request the closure through the OWNER, to issue the order to close an active airfield pavement. 3.02 BARRICADE INSTALLATION: Install barricades and closed runway markers at location shown on the drawings and where directed by Engineer. Anchor all barricades as specified in Section 01530. Maintain barricades and markings until removal is directed by Engineer. Barricade batteries shall be checked and maintained on a weekly basis to insure the adequate operation of the flashers during the night. Replace batteries as required. Upon removal of barricades, and closed runway markers, repair any damage to pavement or surrounding area caused by markers or barricades. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01030-6 3.03 PAYMENT: No measurement or payment shall be made for this item of work. The cost of work specified in this item will be considered as an incidental cost to Mobilization, and the other items of work. END OF SECTION 01030 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01030-7 APPENDIX 01030-D FAA A/C 150/5370-2C Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01030-8 �3 x"CINE11ot1u PROJECT COORDINATION PART1 GENERAL 1.01 RELATED DOCUMENTS: All contract documents and drawings apply to work of this section. 1.02 DESCRIPTION OF WORK: Administrative and supervisory requirements necessary for coordination of work on the project include but are not necessarily limited to the following: 1. Coordination and meetings. 2. Surveys and records or reports. 3. Limitations on use of site. 4. Special reports. 5. General installation provisions. 6. Cleaning and protection. 7. Conservation and salvage. PART 2 PRODUCTS (Not applicable.) PART 3 EXECUTION 3.01 COORDINATION AND MEETINGS: A. General: The Contractor shall prepare a written memorandum on required coordination activities and include such items as required notices, reports and attendance at meetings. Distribute this memorandum to each entity performing work at the Project site. Prepare similar memorandum for separate Contractors where interfacing of their work is required. B. Preconstruction Conference: A Preconstruction Conference will be scheduled after award of Contract and prior to issuance of a Notice to Proceed. Key Project personnel representing the Prime Contractor and all major Subcontractors will be required to attend this Conference. All other parties involved with this Project, such as the Owner, Engineer, and FAA, will also be represented. The entire Construction Schedule will be reviewed carefully by all affected parties at the Preconstruction Conference. The Contractor shall prepare a detailed Construction Schedule for review prior to and at the Preconstruction Conference. C. Coordination Meetings: The Contractor shall hold General Project Coordination Meetings at regularly scheduled times convenient for all parties involved. These meetings may be as often as weekly if required. These meetings are in addition to specified meetings held for other purposes, such as regular Project meetings and special Pre -installation Meetings. Request representation at each meeting by every party currently involved in coordination or Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01040-1 planning for the work of the entire Project. Conduct meetings in a manner which will resolve coordination problems. Record results of the meeting and distribute copies to everyone in attendance and to others affected by decision or actions resulting from each meeting. 1. The Contractor shall also conduct daily coordination meetings with the Engineer's representative, FAA and designated Owner's representative to coordinate construction and airport operations. D. Progress Meetings: Conduct progress meetings by teleconference weekly and at the project site monthly. Notify the Owner and Engineer of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request. E. Attendees: In addition to representatives of the Owner and Engineer, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the project and authorized to conclude matters relating to progress. F. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the project, and to airport operational safety during construction. 1. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 2. Other: Review the present and future needs of each entity present, including such items as: Interface requirements. Time. Sequences. Deliveries. Off-site fabrication problems. Access. Site utilization. Temporary facilities and services. Hours of work. Hazards and risks. Housekeeping. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01040-2 Quality and work standards. Change orders. Documentation of information for payment requests. 0 G. Reporting: No later than 3 days after each progress meeting date, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. H. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting. 3.02 SURVEYS AND RECORDS/REPORTS: A. Construction Staking: The Engineer has established survey base lines for the Contractor. The Contractor shall take all necessary precautions to prevent the loss or damage of primary control points. The Contractor will be responsible for staking required for construction. Working from lines and levels established by the design survey, establish and maintain bench marks and other dependable markers required for construction. Establish bench marks and markers to set lines and levels for work at each stage of construction and elsewhere as needed to properly locate each element of the project. Calculate and measure required dimensions as shown within recognized tolerances. Drawings shall not be scaled to determine dimensions. Advise entities performing work of marked lines and levels provided for their use. B. Survey Procedures: Before proceeding with the layout of actual work, verify the layout information shown on the drawings, in relation to the property survey and existing bench marks. As work proceeds, check every major element for line, level and plumb. Maintain a surveyor's log or record book of such checks; make this log or record book available for the Engineer's reference. Record deviations from required lines and levels, and advise the Engineer promptly upon detection of deviations that exceed indicated or recognized tolerances. Record deviations which are accepted, and not corrected, on record drawings. Survey work shall be performed by and under supervision of a professional (registered) land surveyor in the State. C. Quality of Work: The elevations of permanent and temporary bench marks shall be determined and recorded to the nearest 0.01 foot. Differential leveling and transit traverses shall be of such precision that the error of vertical closure in feet shall not exceed plus or minus 0.1 foot in 5000 feet. The angular error of closure for transit traverses shall not exceed 1.0 minute times the square root of the number of angles turned. Slope stakes shall be placed, as a minimum, at 100 foot stations, breaks in the original ground surface, and at any other intermediate stations necessary to insure accurate location for construction layout and measurement. Slope stakes and cross sections shall be perpendicular to the centerline. Significant breaks in grade shall be determined for cross Sebastian Municipal Anport R/W 4-22 Medium Intensity R/W Edge Lighting 01040-3 sections. Distances shall be measured horizontally and recorded to the nearest 0.1 foot. Side shots for interim construction stakes may be taken with a hand level. D. Records: All survey data shall be recorded in fully identified, standard hard -bound engineering survey field notebooks with consecutively numbered pages. All field notes and printed data shall include the purpose or description of the work, the date the work was performed, weather data, sketches and the personnel who performed and checked the work. Electronically generated survey data and computations shall be bound, page numbered and cross referenced in a bound field notebook containing the index for all survey data and shall be signed and sealed by a registered land surveyor in the State of Florida. The construction survey records shall be available at all times during the progress of the work for examination and use by the Engineer and copies shall be made available to the Engineer upon request. The original field notebooks and other records shall be turned over to and become the property of the Owner prior to final acceptance of the work. E. Engineer Services: Engineer will furnish available benchmark and coordinate information at no cost to Contractor. 3.03 LIMITATIONS ON USE OF THE SITE: A. General: Limitations on site usage as well as specific requirements that impact site utilization are indicated on the drawings and by other contract documents. Schedule deliveries so as to minimize space and time requirements for storage of materials and equipment on site. B. Waste Disposal: Waste materials shall be disposed of off airport property except as specified otherwise in Contract Documents. 3.04 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work. END OF SECTION 01040 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01040-4 �1x.W-r_DialSGr111 CONTROL OF EROSION, SILTATION AND POLLUTION PART1 GENERAL 1.01 GENERAL REQUIREMENTS: The Contractor shall take all measures necessary to minimize soil erosion, siltation, water pollution, and air pollution caused by his operations. The Contractor shall comply with the applicable regulations of all legally constituted authorities relating to pollution prevention and control. The Contractor shall keep himself fully informed of all such regulations which in any way affect the conduct of the work, and shall at all times observe and comply with all such regulations. In the event of conflict between such regulations and the requirements of the specifications, the more restrictive requirements shall apply. The Engineer will limit the area over which clearing, grubbing, excavation, borrow, and embankment operations are performed whenever the Contractor's operations do not make effective use of construction practices and temporary measures which will minimize erosion, or whenever effective erosion control features are not being completed as soon as permitted by construction operations. PART 2 PRODUCTS (Not used) PART 3 EXECUTION 3.01 EROSION AND SILTATION CONTROL: The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent the eroding of soil and silting of rivers, streams, lakes, reservoirs, other impoundments, ground surfaces, or other property. Prior to suspension of operations on the project or any portion thereof, the Contractor shall take all necessary measures to protect the construction area, including but not limited to borrow pits, soil type base courses, and waste areas, from erosion during the period of suspension. 3.02 COORDINATION OF EROSION CONTROL OPERATIONS: A. Temporary and permanent erosion control measures shall be provided as shown on the plans or as directed by the Engineer. All permanent erosion control work shall be incorporated into the project at the earliest practicable time. Temporary erosion control measures shall be coordinated with permanent erosion control measures and all other work on the project to assure economical, effective, and continuous erosion control throughout the construction and post construction period and to minimize siltation of rivers, streams, lakes, reservoirs, other water impoundments, ground surfaces, or other property. B. Temporary erosion control measures shall include but not be limited to the use of temporary berms, dikes, dams, silt fences, drainage ditches, silt basins, diversion ditches, slope drains, structures, vegetation, mulches, mats, netting, gravel, rip rap, or any other methods or Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01060-1 devices that are necessary. Temporary erosion control measures may include work outside the construction limits where such work is necessary as a result of construction such as borrow pit operations, haul roads, plant sites, equipment storage sites, and disposal of waste or debris. The Contractor shall be liable for all damages to public or private property caused by silting or slides originating in waste areas furnished by the Contractor. C. Materials for temporary erosion control measures shall be approved by the Engineer before being used or shall be as directed by the Engineer. D. Erosion control measures installed by the Contractor shall be acceptably maintained by the Contractor. 3.03 WATER AND AIR POLLUTION: A. The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent pollution of rivers, streams, and water impoundments. Pollutants such as chemicals, fuels, lubricants, bitumens, raw sewage, and other harmful waste shall not be discharged into or alongside of rivers, streams, or impoundments, or into natural or manmade channels leading thereto. B. The Contractor shall comply with all Federal, State or local air pollution regulations throughout the life of the project. 3.04 OPEN BURNING OF COMBUSTIBLE WASTES: Burning shall not be permitted on airport property 3.05 DUST CONTROL: A. The Contractor shall control dust throughout the life of the project within the project area and at all other areas affected by the construction of the project, including, but not specifically limited to unpaved roads, haul roads, access roads, disposal sites, borrow and material pits, and production sites. Dust control shall not be considered effective where the amount of dust creates a potential or actual unsafe condition, public nuisance, or condition endangering the value, utility, or appearance of any property. B. The Contractor will not be directly compensated for any dust control measures necessary, this work will be considered incidental to the work covered by the various contract items. 3.06 APPLICATION OF SPECIFICATIONS: The provisions of this section shall apply to all construction operations. Further references and detailed requirements concerning erosion, siltation, and pollution prevention and control, may be given in other sections of the specifications and on the drawings. 3.07 CONTRACTOR'S INSPECTION AND REPORT: The Contractor shall make an inspection of the construction site on a weekly basis and after each potentially damaging rainfall. Note shall be taken of any damage to existing erosion control features and of siltation problems Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01060-2 encountered during the inspection. In a report to the Engineer, the Contractor shall outline his corrective measures to be undertaken and the date of implementation. 3.08 TEMPORARY SUSPENSION OF WORK: Failure of the Contractor to fulfill any of the requirements of this section may result in the Engineer ordering the stopping of construction operations in accordance with the following: A. The Engineer shall have the authority to suspend the work wholly or in part by written order, for such periods as he may deem necessary due to conditions considered unfavorable for the suitable prosecution of the work, or to failure on the part of the Contractor to correct conditions unsafe for workmen or the general public or to carry out orders given or to perform any provisions of the contract. Such suspension of operations will not justify an extension of contract time. B. Failure on the part of the Contractor to perform the necessary measures to control erosion, siltation, and pollution will result in the Engineer notifying the Contractor to take such measures. Any fine, penalty or other cost assessed by State, local or other governmental agencies for non-performance of erosion, siltation or pollution controls against the Owner shall become the responsibility of the Contractor; such assessments, if not paid by the Contractor, shall be deducted from monies due the Contractor at the completion of the job. In the event that the Contractor fails to perform such measures within 24 hours after receipt of such notice, the Engineer may suspend the work as provided above, or may proceed to have such measures performed by others. The cost of such work performed by others will be deducted from monies due the Contractor on his contract. 3.09 PAYMENT: Except where specified otherwise elsewhere in the specifications, there will be no direct payment for any work in connection with the requirements of this section; the work shall be considered incidental to demolition, clearing, grubbing, grading, excavation, embankment, or other operations. END OF SECTION 01060 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01060-3 SECTION 01070 ABBREVIATIONS AND SYMBOLS PART1 GENERAL 1.01 DESCRIPTION: A. Abbreviations that may be used in the Contract Documents including the drawings are listed in this section and have the identifications and meanings shown herein except where otherwise indicated. B. Symbols are identified on the drawings. C. Related requirements in other parts of the Contract Documents. 1. Drawing symbols: Contract drawings 2. Drawing abbreviations: Contract drawings. 1.02 ABBREVIATIONS: A. Agencies, Codes, Standards, etc.: AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AF Air Force AGC Associated General Contractors of America AI Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANG Air National Guard ANSI American National Standard Institute API American Petroleum Institute AREA American Railway Engineering Association ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWG American Wire Gage AWS American Welding Society AWWA American Water Works Association COE Corps of Engineers CRSI Concrete Reinforcing Steel Institute Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-1 A. Agencies, Codes, Standards, etc.: FAA Federal Aviation Administration FHWA Federal Highway Administration FS Federal Specifications MUTCD Manual on Uniform Traffic Control Devices for Streets and Highways NEMA National Electrical Manufacturers Association NEC National Electrical Code NWS National Weather Service OSHA Occupational Safety and Health Act PCA Portland Cement Association UL Underwriter's Laboratories, Inc. FDOT Florida Department of Transportation DOT Department of Transportation HD Highway Department B. Drawing Abbreviations: 1. The following list is not necessarily all inclusive; additional abbreviations may be used and defined on the drawings. 2. Some abbreviations used on the drawings may not have the same meaning as that identified in the following list; the non -conforming meanings are identified on the drawings when not self-evident. 3. Some variation in use of periods and capitalization may be found on the drawings. Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-2 ABBREV. MEANING A Anchor bolt About Above ABBREV. ALIGN ALP M AC Advisory Circular (FAA) ALT AC Alternating current ANT. AC Asphaltic concrete AOA ACFT Aircraft AP ADDN. Addition APPROX. AF Air Force ARCH. AGG. Aggregate ARP AIP Airport Improvement Program ASPH ATC Air Traffic Control CPP Corrugated polyethylene pipe ATCT Air Traffic Control Tower CPS Cycles per second AVE Avenue CTB Cement treated base course AVG Average AWG American wire gage CULV Culvert AWOS Automatic weather observing systems CY. or Cubic yard CU.YD. B B TOB Back to back D BCN Beacon DAT BDY Boundary DBL BET. Between DBST BF Both Faces BIT. or BITUM Bituminous BLDG Building BL Base line DC BM Bench mark DEF. ANG. BOT Bottom BRI, Building restriction line DEG DEMO. BRK Brick DI BS Both sides DIA BTW Between DIP BW Both ways Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-3 MEANING Alignment Airport layout Approach lighting system Alternate Antenna Air operational area Airport Approximate Architecture Airport reference point Asphalt D Depth Datum Double Double bituminous surface treatment Direct current Deflection angle Degree Demolish Drop inlet Diameter Ductile iron pipe DIM. Dimension DIR Direction C DIST Distant C Centigrade DIV Division C TOC Center to center DO. Ditto CA Cable DSGN Design CB Catch basin DTD Dated CBM Construction bench mark DWG Drawing CD Check dam E CEM Cement EA Each CFM Cubic feet per minute EF Each face EG For example CFS Cubic feet per minute EJ or EXP JT Expansion joint EL or ELEV Elevation CHAM Chamfer ENGR Engineer CHG Change EOP Edge of CH K Check pavement CI Cast iron EQ Equal CIP Cast iron pipe EQUIP. Equipment CJ Construction joint EQUIV. Equivalent CL Clear EST Estimate C/L Center line EW Each way CLR Clearance EXC Excavate CMP Corrugated metal pipe EXIST. Existing CO Cleanout EXT Exterior CONC Concrete CONST Construction CONT Continue CORR Corrugate F ILS Instrument F Fahrenheit landing system F TO F Face to face IN. Inch FAB Fabrcate INCL Include FAR Federal INT Intersect Aviation Regulation INV Invert FBO Fixed base operator IP Inlet FDN Foundation protection FF Finish floor IP Iron pipe FG Finish grade FH Fire hydrant J FIG. Figure JB Junction Box FIN. Finish JFR Jet fuel FLD Field resistant FOD Foreign object damage JMF Job mix formula Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-4 FPM FPS FS FT FTG FW FWD G GA GAL GALV GEN GFE GOVT GPM GPS G GRD GV GVGI HP HGR HGT HH HIRL I.I HOR or HORIZ HWY Feet per minute Feet per second Federal Specification Foot or feet Footing Fresh water Forward Gage or Gauge Gallon Galvanize General Government -furnished equipment Government Gallons per minute Gallons per second Ground or grade Gate valve Generic visual glideslope indicator H High point Hangar Height Handhole High intensity runway lights Hot mix asphaltic concrete Horizontal Highway I ID Inside diameter IDENT Identification IFR Instrument flight rule M MIRL Medium intensity runway lights Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-5 7T Joint K K Kip (1,000 lb) KWY Keyway L Length over-all L Left LAT Latitude LB Pound LC Length of curve LF Linear feet LG Length or long LIN Linear LIRL Low intensity MIN runway lights LITL Low intensity taxiway lights LOA Length over-all LOC Localizer LONG. Longitudinal LP Low point LS Lump sum LT Light LVC Length of MH vertical curve M Mean high water MAINT Maintenance MALS Medium intensity approach lighting system MATL Material MAX Maximum MH Manhole MHW Mean high water MIN Minimum PVI Point of vertical intersection MITI, Medium intensity PVT Point of taxiway lights vertical MISC Miscellaneous tangency MLS Microwave landing PVMT Pavement system MLW Mean low water Q MON Monument QA Quality MSL Mean sea level assurance MTL Metal QC Quality control N R NATL National R Right NAVAID Navigational aid R or RAD Radius NIC Not in contract RAIL Runway NO. Number alignment NOM Nominal indicator NOTAM Notice to airmen lights NTS Not to scale R/W or RW Runway RC Reinforced O RCP concrete OA Over-all Reinforced OC On center concrete pipe OD Outside diameter RD Road OFZ Obstacle free zone REF Reference OPS Operations REIL Runway end ORIG Original identifier lights P REINF Reinforce PAPI Precision approach path RELOC Relocated indicator REP Repair PAR Precision approach REQD Required radar RET Return PAV'T Pavement REV Revise PC Point of curve ROC Run of crusher PCC Portland cement ROW Right of way concrete RPM Revolutions per PFC Porous friction course minute PI Point of intersection RPZ Runway PIV Post indicator valve protection zone PJF Premolded joint filler RR Railroad POL Petroleum fuel, oil, and/or lubricants S PL Plate S Slope PREP Prepare SABC Stabilized PROJ Project aggregate base PROP Proposed course Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-6 PSI Pounds per square inch SALV PT Point SAN PT Point of tangency SB PVC Polyvinyl chloride SBST PVC Point of vertical curve THK Thick S V SCHED Schedule VASI SEC Second SEC Cor Section corner VB SECT Section VC SEP Separate VCP SF Silt fence SF or SQ. FT. Square feet VERT SHT Sheet VFR SHLD Shoulder SIM Similar VS SK Sketch SP Space(s) W SPEC Specification W SQ Square W/ SS Stainless steel WGT STA Station W/O STD Standard WL STL Steel WWF STR Structural SUPP Supplement WP SWG Swing SYM Symbol X S SYM Symmetrical SY or SQ.YD. Square yards SYS System A T Thick T Ton T&B Top and bottom TBM Temporary bench mark TECH Technical TEL Telephone TEMP Temperature THK Thick Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-7 /V XSECT Y YD Z Salvage Sanitary Straw bale Single bituminous surface treatment Visualapproach slope indicator Valve box Vertical curve Vitrified clay pipe Vertical Visual flight rules Versus Water With Weight Without Water line Welded wire fabric Working point By (used between dimensions) Cross section Yard THRU Through T/L or TL Taxilane TOC Top of curb TOG Top of grate AB TOL Tolerance TOP Top of pavement TRANS Transformer TSD Temporary slope drain T/W or TW Taxiway TYP Typical i UD Underdrain UG Underground UGT Underground telephone line USGS United States Geodetic Survey 1.03 SYMBOLS: A. As outlined on drawings. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION 01070 Sebastian Municipal Airport R/W 4-22Medium Intensity R/W Edge Lighting 01070-8 Mal 08WE1111 II I REGULATIONS AND DEFINITIONS PART1 GENERAL 1.01 RELATED DOCUMENTS: Drawings, General Provisions, Supplementary Conditions, Specifications, and other contract documents apply to work of this section. See Section 10 of General Provisions for additional definitions. 1.02 DESCRIPTION OF REQUIREMENTS: A. General: This section specifies procedural and administrative requirements for compliance with governing regulations, codes and standards imposed upon the work. These requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with regulations, codes and standards. The term "Regulations" is defined to include laws, statutes, ordinances and lawful orders issued by governing authorities, as well as those rules, conventions and agreements within the construction industry which effectively control the performance of the work regardless of whether they are lawfully imposed by governing authority or not. B. Governing Regulations: Refer to General Provisions, Supplementary Conditions, and General Requirements for requirements related to compliance with governing regulations. 1.03 DEFINITIONS: A. General Explanation: Certain terms used in contract documents are defined in this article. Definitions and explanations contained in this section are not necessarily complete, but are general for the work to the extent that they are not stated more explicitly in another element of the contract documents. B. General Requirements: Provisions and requirements of Division 1 sections apply to the entire work of the contract and, where so indicated, to other elements which are included in the project. C. Indicated: The term "indicated" is a cross-reference to graphic representations, notes or schedules on the drawings, to other paragraphs or schedules in the specifications, and to similar means of recording requirements in contract documents. Where terms such as "shown", "noted", "scheduled", and "specified" are in lieu of "indicated", it is for the purpose of helping the reader locate the cross-reference, and no limitation of locations is intended except as specifically noted. D. Directed, Requested, etc.: Terms such as "directed", "requested", "authorized", "selected", Sebastian Municipal Airport R/W 4-22 Medium Intnesity R/W Edge Lighting I TIN "approved", "required", "accepted", and "permitted" mean "directed by the Engineer", "requested by the Engineer", and similar phrases. However, no such implied meaning will be interpreted to extend the Engineer's responsibility into the Contractor's area of construction supervision. E. Approved: Where used in conjunction with the Engineer's response to submittals, requests, applications, inquiries, reports and claims by the Contractor, the term "approved" will be held to limitations of the Engineer's responsibilities and duties as specified in General Provisions and Supplementary Conditions. hi no case will the Engineer's approval be interpreted as a release of the Contractor from responsibilities to fulfill requirements of contract documents or acceptance of the work, unless otherwise provided by requirements of the contract documents. F. Project Site: The term "project site" means the space available to the Contractor for performance of the work, either exclusively or in conjunction with others performing other construction as part of the project. The extent of the project site is shown on the drawings. G. Fumish: The term "famish" is used to mean "supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations." H. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations." I. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use." J. Installer: The "installer" is the "the entity" (person or firm) engaged by the Contractor, its subcontractor or sub -subcontractor for performance of a particular element of construction at the project site, including installation, erection, application and similar required operations. It is a requirement that installers are experienced in the operations they are engaged to perform. 1.04 SUBMITTALS: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION 01090 Sebastian Municipal Airport RIW 4-22 Medium Intnesity RIW Edge Lighting 01090-2 SECTION 01150 PART GENERAL 1.01 DESCRIPTION: A. Method of Measurement and Payment: This section supplements Section 90 of the General Provisions and establishes the method of measurement and payment for work performed under this contract. B. Unit Price: Except where lump sum is indicated, payment for work performed shall be made on a unit price basis in accordance with the accepted bid and the method of payment provided in the General Provisions. C. Related Requirements in Other Parts of the Specifications: 1. Bid (Proposal). 2. Agreement. 3. Conditions of the Contract. D. Related Requirements Specified in Other Sections: 1. Summary of Work - Section 01010. 2. Submittals - Section 01300. 3. Contract Closeout - Section 01700. E. Work With No Identified Payment Items: No additional payment will be made for items of work for which a separate payment item is not specified or contained in the Bid Schedule; such work shall be deemed incidental to the project and payment for said work shall be considered as included in the various unit bid prices. 1.02 APPLICATIONS FOR PAYMENT: A. Submittal Schedule: Submit Applications for Payment to the Engineer in accordance with the schedule established by Conditions of the Contract and Agreement between Owner and Contractor. B. Format and Data Required: Submit Applications for Partial Payment on the form required by Owner with itemized data typed on 8 1/2 x 11 inch white paper continuation sheets. 2. Provide itemized data on continuation sheet: Format, schedules, line items and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01150-1 values: Those of the Schedule of Values accepted by the Engineer. C. Preparation of Application for Each Progress Payment: 1. Application Form: a. Fill in required information, including that for Change Orders executed prior to the date of submittal of application. b. Fill in summary of dollar values to agree with the respective totals indicated on the continuation sheets. C. Execute certification with the signature of a responsible officer of the contract firm. 2. Continuation Sheets: a. Fill in total list of all scheduled component items of work, with item number and the scheduled dollar value for each item. b. Fill in the dollar value in each column for each scheduled line item when work has been performed or products stored. Round off values to the nearest dollar, or as provided in the bid. 3. List each Change Order executed prior to the date of submission, at the end of the continuation sheets. a. List by Change Order and description, as for an original component item of work. 4. Submit Applications for Payment to Owner at the times stipulated in the Agreement. a. Number: Four copies of each Application. D. Substantiating Data: 1. When the Owner or Engineer require substantiating data, Contractor shall submit suitable information with cover letter identifying: a. Project. b. Application number and date. C. Detailed list of enclosures. d. For stored products: Item number and identification as shown on application. e. Description of specific material. 2. Submit one copy of data and cover letter for each copy of application. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01150-2 E. Preparation of Application for Final Payment: Fill in application form as specified for progress payments. 2. Use continuation sheet for presenting the final statement of accounting as specified in Section 01700 - Contract Closeout. 1.03 CHANGE ORDER PROCEDURES: A. Format and Data Required: Change Orders shall be prepared and submitted and will be processed in accordance with requirements of General Provisions and Funding Agency Requirements. 2. Engineer will transmit Certificate for Change to Owner and Agency for approval. 3. When Owner and Agency approval is received, Change Order will be included under next partial Application for Payment. 4. Contractor is to submit 6 original copies of Change Order Applications, using prescribed fomes supplied by the Owner. 1.04 MEASURES AND WEIGHTS: A. Contractor Assistance: To aid the Owner in determining all quantities, the Contractor shall, whenever so requested, provide scales, equipment and assistance for weighing or for measuring any of the materials at no cost to the Owner. B. Weights and Measures: Quantities for payment will be the actual weight or actual measure, and no special or trade or so -termed customary allowances will be made, nor will any material which is lost or misplaced be included for payment. C. Use of Planimeter: For estimating quantities in which computation of areas by geometric methods would be comparatively laborious, it is agreed that the planimeter shall be considered an instrument of precision to the measurement of such areas. D. Precedence of Dimensions: Figured dimensions on drawings shall take precedence over measurement by scale, and detailed working drawings are to take precedence over general drawings and shall be considered as explanatory of them and not as indicating extra work. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) I *W1IYOt 1016 OZ91111411 Sebastian Municipal Airport R/W 4-22 Medium Intensity RIW Edge Lighting DIRK11%] SECTION 01300 SUBMITTALS PART GENERAL 1.01 SUBMITTALS BY CONTRACTOR: A. Construction Progress Schedule. B. Certifications as specified in the various sections. C. Shop Drawings and Project Data as specified in the various sections. D. Miscellaneous: Weekly Payroll. 2. EEO Reports. 3. Safety Plan. 4. Security Plan. Warranties and Bonds. 6. QC Plan. Equipment Manuals. 8. Other(s) as required. 1.02 PROGRESS SCHEDULE: A. Bar -Chart Schedule: Submit a CPM or linear type bar -chart schedule 7 calendar days prior to the preconstruction conference date established for the work. On the schedule, indicate a time bar for each major category or unit of work to be performed at the site, properly sequenced and coordinated with other elements of work. Show completion of the work sufficiently in advance of the date established for substantial completion of work. B. Phasing: Arrange schedule with notations to show how sequence of work is affected by requirements for phased completion, limitations of continued utilization, non-interruptable services, use prior to substantial completion, site restrictions, runway and/or taxiway Sebastian Municipal Airport RIW 4-22 Medium Intensity RIW Edge Lighting 01300-1 closures, provisions for future work, seasonal variations, environmental control, and similar provisions of total project. Phase I schedule is required at the preconstruction meeting. Each subsequent phasing schedule is required at least two weeks before the phase is to begin. Refer to other sections of the General Requirements and other contract documents for requirements. C. Distribution: Following the initial submittal to and response by the Engineer, print and distribute progress schedules to the Engineer (3 copies), Owner, separate contractors, principal subcontractors and suppliers or fabricators, and others with a need -to -know schedule -compliance requirement. Post copies in the project meeting room and temporary field office. When revisions are made, distribute updated issues to the same entities and post updated issues in the same locations. Delete entities from distribution when they have completed their assigned work and are no longer involved in the performance of scheduled work. D. Update: Contractor shall update the schedule monthly for duration of construction. 1.03 SHOP DRAWINGS AND PRODUCT DATA: A. Scope: Submit shop drawings, certifications, and product data for all products to be incorporated in the work. B. Shop Drawings Shall: Be original drawings, prepared by the Contractor, subcontractor, supplier, or distributor, which illustrate some portion of the work; showing fabrication, layout, setting, or erection details. 2. Be prepared by a qualified detailer. Identify details by reference to sheet and detail numbers shown on Contract Drawings. 4. Be sheet size 24 in. x 36 in. Be reproduced for submittals on opaque diazo prints or blueprints. C. Product Data Shall: Include manufacturer's standard schematic drawings. The Contractor shall: a. Modify drawings to delete information which is not applicable to project. b. Supplement standard information to provide additional information applicable to project. 2. Include manufacturer's catalog sheets, brochures, diagrams, schedules, performance Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01300-2 charts, illustrations and other standard descriptive data. The Contractor shall: a. Clearly mark each copy to identify pertinent materials or products. b. Show dimensions and clearances required. C. Show performance characteristics and capacities. D. The Contractor Shall: 1. Be responsible for all submittals. 2. Review shop drawings and product data prior to submission. 3. Verify: a. Field measurements. b. Field construction criteria. C. Catalog numbers and similar data. 4. Coordinate each submittal with the requirements of the work and of the Contract Documents. 5. Notify the Engineer„ in writing at time of submission, of deviations in submittals from requirements of the Contract Documents. 6. Begin no work which requires submittals until the return of submittals with the Engineer's stamp and initials or signature indicating review. 7. After the Engineer's review, distribute copies. E. Contractor's Responsibilities: 1. Contractor's responsibility for errors and omissions in submittals is not relieved by the Engineer's review of submittals. 2. Contractor's responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by the Engineer's review of submittal, unless the Engineer gives written acceptance of specific deviations. F. Submission Requirements Include: 1. The shop drawings shall be submitted in sufficient time to allow discussion and correction prior to beginning the work. Work shall not be performed nor materials ordered prior to the review of the drawings except at the Contractor's risk. 2. Submit 6 copies of all shop drawings after which one copy will be returned for correction or marked reviewed as noted. Any drawings returned for correction must Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01300-3 be resubmitted with same number of copies as required above. 3. All submittals must be accompanied by a transmittal letter, in duplicate, containing: a. Date. b. Project title and number. C. Contractor's name and address. d. The number of each shop drawing and product data submitted. C. Notification of deviations from Contract Documents. f. Other pertinent data. 4. Submittals shall include the following, as applicable: a. Date and revision dates. b. Project title and number. C. The names of: (1) Engineer. (2) Contractor. (3) Subcontractor. (4) Supplier. (5) Manufacturer. (6) Separate detailer when pertinent. d. Identification of product or material. e. Relation to adjacent structure or materials. f. Field dimensions, clearly identified as such. g. Specification item or section number. h. Applicable standards, such as ASTM number or Federal Specification. i. A blank space, 5 in. x 5 in., for the Engineer's stamp. j. Identification of deviations from the Contract Documents. k. Contractor's stamp, initialed or signed, certifying Contractor's review of submittal, verification of field measurements, and compliance with Contract Documents. G. Resubmission Requirements Include: 1. Revision of initial drawings as required and resubmittal as specified for initial submittal. 2. An indication on the drawings of any changes which have been made, other than those requested by the Engineer. 3. On product data resubmittals, include new data as required for initial submittal. H. Distribution to Others: Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting IdP-11Itm,! After review and approval, the Contractor shall distribute copies of shop drawings and product data which carry the Engineer's stamp to others as may be required. I. Shop Drawings and Product Data: Submit notarized certifications cosigned by manufacturer/supplier and Contractor for: a. Pavement subbase, base, surfacing and related materials. b. Grass seed. C. Structural concrete materials. d. Reinforcing steel. e. Pavement marking paint. f. Electrical wire,fixtures and components. g. Lighting components. h. All other products as required by the drawings, specifications, and Engineer. 2. Submit shop drawings, product data and steel placement plans for: a. All cast -in-place or precast structures. b. Concrete and asphalt mix designs. C. All other products as required by the drawings, specifications, and Engineer. 1.04 MISCELLANEOUS: A. Equipment Manual: Prepare an Installation, Operation, and Maintenance Manual for all installed as a part of this contract. This manual shall be a vinyl notebook with ring bound compilation of manufacturers' instructions and maintenance manuals. Prepare this manual, marking out sections which do not apply, and present four (4) copies to the Owner through the Engineer after the final inspection iscomplete. Final payment will not be processed until the Owner has received and accepted the Manual. B. Weekly Payrolls: In accordance with Section 120 of the General Provisions submit certified weekly payrolls for prime contractor and all subcontractors working at project site. 2. Submit payrolls no later than 7 calendar days after pay period. Payrolls will be considered current if received within 10 calendar days after last work day of payroll work week. A work week is the seven day period between midnight Sunday and midnight the following Sunday. 3. The Contractor is responsible for submission of payrolls by his subcontractors. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01300-5 4. Submit a typed summary sheet with each payroll submission listing by week when contractor and each subcontractor worked at site. A payroll submission is only required for weeks when Contractor or subcontractor is actually working at the site. C. EEO Reports: Contractor shall submit Monthly Employment Utilization Report and Annual EEO - 1 Report to the appropriate Federal Labor Area Office in accordance with Section 120 of the General Provisions. Submit copy of submittal to Owner for his records. 2. Prime Contractor shall insure that all his first tier subcontractors submit these reports and shall submit a sworn statement to Owner monthly certifying that all subcontractor reports have been submitted as required. D. Security Plan: At preconstruction conference, submit for approval proposed security plan describing specifically how security will be maintained at each access point and work area by Contractor's forces. E. Warranties and Bonds: Submit as specified in Section 01740. F. Sales Tax Report: With each application for payment, the Contractor shall submit his Sales Tax Report on form attached to Section 00800. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) WMIX03 W-31y1I Wa littilD: Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01300-6 SECTION 01400 QUALITY CONTROL SERVICES PART1 GENERAL 1.01 RELATED DOCUMENTS: Drawings, General Provisions, Supplementary Conditions, Specifications, and other Contract Documents apply to work of this section. 1.02 DESCRIPTION OF REQUIREMENTS: A. General: Required inspection and testing services are intended to assist in the determination of probable compliance of the work with requirements specified or indicated. These required services do not relieve the Contractor of responsibility for compliance with these requirements or for compliance with requirements of the Contract Documents. B. Specified Inspection and Tests: Inspection, tests and related actions specified in this section and elsewhere in the Contract Documents are not intended to limit the Contractor's own quality control procedures which facilitate overall compliance with requirements of the Contract Documents. C. Contractor Quality Control: Requirements for the Contractor to provide quality control services as required by the Engineer, the Owner, governing authorities or other authorized entities are not limited by the provisions of this section. 1.03 RESPONSIBILITIES: A. Contractor Responsibilities: Contractor is responsible for his own quality control testing and inspection to insure the quality of his means and methods of construction will produce the specified quality of work, and for any tests and inspections required by regulatory agencies. Costs for these services shall be included in the contract sum. The Contractor may employ and pay an independent agency, testing laboratory or other qualified firm to perform quality control services specified, or these services may be performed by qualified contractor personnel. The Contractor shall submit for Engineer's approval a Quality Control (QC) Plan delineating his methods for each item requiring inspections, tests, and similar services. B. Quality Assurance: The Owner will engage and pay for the services of an independent agency to perform inspections and tests of materials for Quality Assurance. The Owner's quality assurance testing shall in no way relieve the Contractor of the responsibility for providing the quality materials, workmanship and testing required to comply with these specifications. C. Retest Responsibility: Where results of required inspections, tests, or similar services prove Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01400-1 unsatisfactory and do not indicate compliance with the requirements of the Contract Documents, then retests are the responsibility of the Contractor, and shall be deducted from monies due the Contractor on his monthly pay request, regardless of whether the original test was the Contractor's responsibility. Retesting of work revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original work. D. Responsibility for Associated Services: The Contractor is required to cooperate with the independent agencies performing required inspections, tests, and similar services. Provide such auxiliary services as are reasonably requested. Notify the testing agency sufficiently in advance of operations to permit assignment of personnel. These auxiliary services include but are not necessarily limited to the following: 1. Providing access to the work. 2. Taking samples or providing assistance with taking samples. 3. Delivery of samples to test laboratories. 4. Security and protection of samples and test equipment at the project site. 5. Surveying services required to establish horizontal and vertical location of tests by Engineer's quality assurance testing laboratory. 1.04 SCHEDULE OF SERVICES, INSPECTIONS AND TESTS: Each specification section identifies principal inspections, tests and similar services required by the Contractor Documents. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 REPAIR AND PROTECTION: Upon completion of inspection, testing, sample -taking, and similar services performed on the work, repair damaged work and test sites to eliminate deficiencies. Protect work exposed by or for quality control service activities, and protect repaired work. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing or similar services. 3.02 MEASUREMENT AND PAYMENT: No measurement or payment will be made for work in this section; it will be considered as incidental cost to Mobilization and other items of work. END OF SECTION 01400 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting DIDION SECTION 01510 TEMPORARY FACILITIES PART GENERAL 1.01 DESCRIPTION: A. Contractor shall furnish, install and maintain temporary utilities required for construction and other temporary facilities as indicated; remove on completion of work. B. Related requirements are specified in other sections of the specifications. 1.02 REQUIREMENTS OF REGULATORY AGENCIES: Comply with Federal, State, and Local codes and regulations, with utility company requirements, and the National Electric Code. PART PRODUCTS 2.01 MATERIALS, GENERAL: Materials, furniture, and equipment may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. Acceptability of all items will be determined by the Engineer. PART 3 EXECUTION 3.01 TEMPORARY ELECTRICITY AND LIGHTING: Provide temporary electrical service required for power and lighting, and pay all costs for service and for power used. 3.02 TEMPORARY WATER: Provide water for construction purposes; pay all costs for installation, maintenance and removal, and service charges for water used. The Contractor shall make arrangements for securing and providing necessary water as required for the performance of the work. 3.03 TEMPORARY SANITARY FACILITIES: Provide sanitary facilities in compliance with laws and regulations. Service, clean and maintain the facilities and enclosures as required. 3.04 TEMPORARY SUPPORT FACILITIES: A. General: Provide reasonably neat and uniform in appearance temporary support facilities acceptable to the Engineer and the Owner. B. Siting: Locate field offices, storage and fabrication sheds and other support facilities for easy access to the work. Position office so that windows give the best possible view of construction activities. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01510-1 C. Maintenance: Maintain Contractor provided field offices, on-site plants, storage and fabrication sheds, temporary sanitary facilities, waste collection and disposal systems, and project identification and temporary signs until project completion. D. Testing Laboratory: Furnish a building or trailer at the asphalt plant(s) for performing asphalt quality assurance testing. The building or trailer shall be equipped with all necessary equipment and supplies to sample and conduct all required plant testing. The laboratory shall meet FDOT and OSHA regulations. E. Airfield Communications: Contractor shall famish his construction personnel with sufficient track and hand-held radios to allow all construction locations to be in radio contact with the Airport ATC. The Contractor shall furnish 1 hand-held radio for use by the Engineer. All radios shall be capable of two-way communications with ATC and shall be a make and model approved by the Engineer. When working within active runway or taxiway safety areas, project superintendents shall be in constant radio contact with ATC and shall be responsible for controlling the movement of project equipment, vehicles and personnel. Provide the following accessories: 115 VAC wall charger, plug-in earphone, car cigarette lighter DC charger, one spare battery, case with belt loop, antenna, and operating manual. Radio(s) shall cover Aviation NAV band 108-118 mH, and COM band 118-136 mH. All radios will remain the property of the Contractor. The Contractor will not be directly compensated for providing two-way radios as this work is considered incidental to the work covered by the various contract items F. Staging Area: Contractor shall prepare his staging area and access road by grading, drainage, and placing a four (4) inch minimum thickness stone base of coarse aggregate FDOT #57 stone over the entire staging area and access road(s). The Contractor shall apply a periodic top dressing to the stone base in order to minimize any fugitive dust or mud during the construction period. Upon completion of the project, the stone base shall be completely removed, the site graded to drain, and then seeded and mulched in accordance with Item T-901. All costs are considered incidental to Item 01000 —Mobilization. The Contractor may, at his option, erect temporary chain-link fencing not less than 6 feet in height around his staging area. Any such fencing shall be removed at the end of the project. The Contractor shall provide a chain and lock on each gate that is used to access the site. Locks shall be capable of being interlocked with airport locks as directed by the Engineer. G. Access and Haul Roads: 1. The locations of access and haul roads will be approved by the Engineer. These roads will be located to minimize conflict with Airport operations and shall be maintained, well defined, and confined to the minimum area required. All roads used to access the site that are damaged by the Contractor's operations shall be Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01510-2 promptly repaired by the Contractor to the satisfaction of the Engineer at no cost to the Owner. 2. The Contractor shall utilize existing or construct new access and haul roads as needed and shall maintain the roads as required to create no dust. All project traffic must be routed through these areas. The Contractor shall provide all markings required to clearly define the access and haul roads. 3. The Contractor will be responsible for obtaining any necessary driveway permit(s) from local or state agencies for access and haul roads. 4. If access or haul roads cross utility lines (power lines, FAA cables, etc.), the Contractor shall protect the utility as directed by the Owner of the utility.. 5. There shall be no direct payment for the construction, maintenance, and removal of access and haul roads. H. Facilities for Night Work: To perform construction activities at night, Contractor shall finnish, install and maintain temporary construction lights to illuminate night work areas during hours of darkness. The equipment used for lighting shall provide a sufficient amount of light to illuminate the work areas satisfactorily for construction and inspection. The Contractor may be required to provide additional lighting units, as directed by the Engineer. Upon completion of each nighttime operation, the lighting equipment shall be removed from the construction area and stored in the Contractor's storage area. The Contractor will be required to coordinate lighting positions with ATC prior to any night work. This coordination will be accomplished and requested through the Engineer. No direct payment shall be made for this item. 3.05 EXECUTION, GENERAL: Maintain and operate systems to assure continuous service. 3.06 REMOVAL: Completely remove temporary materials and equipment when their use is no longer required. Clean and repair damage caused by temporary installations or use of temporary facilities. Restore grassed and paved areas to their pre -construction condition. 3.07 MEASUREMENT AND PAYMENT: There shall be no separate measurement and payment for Temporary Facilities and other requirements of this section. All provision and removal costs shall be included in Section 01000, Mobilization. END OF SECTION 01510 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01510-3 SECTION 01530 AIRFIELD TEMPORARY BARRICADES PART GENERAL 1.01 DESCRIPTION: A. Provide temporary barricades as required for safety of aircraft and contractor's work forces, and to maintain use of the various portions of the air operations area during construction. B. Comply with referenced FAA Advisory Circulars and the safety and staging plan. C. Related work specified elsewhere: 1. Construction safety: General Provisions and General Requirements. 2. Staging and safety plan: Contract Drawings and General Requirements. PART 2 PRODUCTS 2.01 BARRICADES: Type 1 Barricades: 8 foot crosstie or 8 inch x 8 inch lumber, with alternating diagonal white and orange stripes, two 20 inch x 20 inch orange flags, and two battery powered flashing yellow lights. Flags shall be framed and installed so that they are always in the extended position and oriented along the long axis of the barricade. Overall barricade height shall not exceed 36 inches. 2.01 CLOSED RUNWAY MARKERS: Yellow color, of size shown on the drawings; constructed of exterior grade plywood and lumber, and nylon mesh, or other material approved by Engineer; paint using temporary or permanent paint as noted. PART EXECUTION 3.01 GENERAL: A. Install at locations shown on the drawings and where directed by Engineer. Generally, place barricades a maximum of 25 feet on centers and not less than two per taxiway and three per runway. B. Maintain barricades and markers until removal is directed by Engineer. The barricade flasher batteries shall be checked daily to insure that flashers are operational. Replace batteries as required. Sebastian Municipal Airport R/W 4-22 Medium Intensity WW Edge Lighting 01530-1 C. Remove barricades as directed by Engineer. Repair any damage to pavement or surrounding area caused by markers or barricades. 3.02 MEASUREMENT AND PAYMENT: Barricades will not be measured. Payment will be on a lump sum basis for all barricades finnished, installed, moved, and reused at different locations. The payment shall be full compensation for providing all labor, materials, maintenance, batteries, and sandbags; and removal, repair and reuse of the barricades, as shown on the drawings. All other work and materials covered by this section will be paid for in the lump sum price for Mobilization, Section 01000. Runway number covers will be provided and maintained by the owner. Payment will be made under: 3.02 01530 Barricades, Closed Runway Markers, and Runway Number Covers --- per Lump Sum END OF SECTION 01530 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01530-2 SECTION 01600 MATERIAL AND EQUIPMENT PART GENERAL 1.01 REQUIREMENTS: A. Material, Equipment, and Products Incorporated Into the Work shall conform to applicable specifications and standards; shall comply with size, make, type and quality specified, or as specifically approved in writing by the Engineer; and shall not be used for any purpose other than that for which it is designed or is specified. B. Manufactured and Fabricated Products shall be designed, fabricated and assembled in accordance with the best engineering and shop practices. Like parts of duplicate units shall be manufactured to standard sizes and gages, to be interchangeable. Products shall be suitable for service conditions. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved by Engineer in writing. C. Related Requirements in Other Parts of the Project Manual: Conditions of the Contract. D. Standardization: Unless otherwise approved by the Engineer, items and equipment of a similar type and function shall be firmished by one manufacturer to standardize on replacement parts, service calls, operation and maintenance matters, and to avoid a division of responsibility among several manufacturers. A single supplier shall be used on principal items of equipment and systems where one or more components are not manufactured by the principal supplier; this is required to place performance and service responsibilities for the entire unit or system with only one supplier or manufacturer. 1.02 PRODUCTS SUBSTITUTIONS AND OPTIONS: A. Products List: Contractor shall submit a complete list of products to be incorporated into the work (with the name of the installing contractor) at the Preconstruction Conference required by these specifications. B. Contractor's Options: 1. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named, which complies with the specifications. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01600-1 C. Product Substitutions: Contractor shall submit, at the Preconstruction Conference, all requests for product substitutions. No requests for substitutions will be accepted from manufacturers or suppliers. Submit a separate written request for each product, supported with complete data, with drawings and samples as appropriate, including: 1. Comparison of the qualities of the proposed substitution with that specified. 2. Changes required in other elements of the work because of the substitution. 3. The effect on the construction schedule. 4. Cost data comparing the proposed substitution with the product specified. 5. Any required license fees or royalties. 6. Availability of maintenance service, and source of replacement materials. Engineer shall be the judge of the equality and acceptability of the proposed substitution. If Engineer determines the proposed substitute product is not "equal" to the specified product, the Contractor must provide the specified product, subject to Engineer's shop drawing review and approval. No further requests for substitutions will be considered after Preconstruction Conference. D. Contractor's Representation: A request for a substitution constitutes a representation that Contractor: 1. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. 2. Will provide the same warranties or bonds for the substitution as for the product specified. 3. Will coordinate the installation of an accepted substitution into the work, and make such other changes as may be required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. E. Engineer's Review: Engineer will review requests for substitutions with reasonable promptness and notify Contractor, in writing, of the decision to accept or reject the requested substitution. 1.03 MANUFACTURER'S INSTRUCTIONS: Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting 01600-2 A. Printed Instructions: When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, Contractor shall obtain and distribute copies of such instructions to parties involved in the installation, including copies to Engineer. Maintain one set of complete instructions at the job site during installation and until completion and acceptance. B. Strict Compliance: Handle, install, connect, clean, condition, and adjust products in strict accord with such instructions and in conformity with specified requirements. Should job conditions or specified requirements conflict with manufacturer's instruction, consult with Engineer for finther instructions. Do not proceed with work without clear instructions. C. Complete Compliance: Perform work in accord with manufacturer's instructions. Do no omit any preparatory step or installaion procedure unless specifically modified or exempted by Contract Documents. 1.04 TRANSPORTATION AND HANDLING: A. Deliveries: Contractor shall arrange deliveries of products in accord with construction schedules; coordinate to avoid conflict with work and conditions at the site. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. Immediately on delivery, inspect shipments to assure compliance with requirements of contract documents and approved submittals, and that products are properly protected and undamaged. B. Handling: Provide equipment and personnel to handle products by methods to prevent soiling or damage of products or packaging. 1.05 STORAGE AND PROTECTION: A. Storage: Store products in accord with manufacturer's instructions, with seals and labels intact and legible. Store products subject to damage by the elements in weathertight enclosures. Maintain temperature and humidity within the ranges required by manufacturer's instructions. B. Exterior Storage: Store fabricated products above the ground, on blocking or skids; prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings; provide adequate ventilation to avoid condensation. Store loose granular materials in a well -drained area on solid surfaces to prevent mixing with foreign matter. C. Storage Inspection: Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01600-3 D. Protection After Installations: Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION 01600 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01600-4 SECTION 01700 CONTRACT CLOSEOUT PART GENERAL 1.01 REQUIREMENTS: A. Comply with requirements stated in conditions of the contract and in specifications for administrative procedures in closing out the work. B. Related requirements in other parts of the Project Manual including fiscal provisions, legal submittals and additional administrative requirements: Conditions of the contract. C. Related requirements specified in other sections: 1. Closeout submittals required of trades: The respective sections of specifications. 2. Project Record Documents: Section 01720. 3. Warranties and Bonds: Section 01740. 1.02 SUBSTANTIAL COMPLETION: The conditions and procedures for inspection and Contractor's, Engineer's and Owner's responsibilities pertaining to substantial completion are as specified in the General Provisions and in the Supplementary Conditions. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 FINAL INSPECTION: Shall be in accordance with conditions and procedures outlined in the Contract Documents. When Engineer finds that the work is acceptable under the Contract Documents, he will request required Contractor's Closeout Submittals. 3.02 REINSPECTION FEES: Should Engineer perform reinspection due to failure of the work to comply with the claims of status of completion made by the Contractor, the Owner will compensate Engineer for such additional services. The Owner will deduct the amount of such compensation from the final payment due the Contractor. 3.03 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER: A. Evidence of compliance with requirements of governing authorities: Certificates of Inspection. B. Project Record Documents: Conform to requirements of Section 01720. C. Warranties and Bonds: Conform to requirements of Section 01740. D. Evidence of payment and release of lien: To requirements of General Provisions and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01700-1 Supplementary Conditions. E. Certificates of Insurance for products and completed operations. F. Once the Engineer has determined the work is acceptable under the Contract Documents, he will furnish the Contractor appropriate number of copies of the following forms, copies of which are attached: 1. Contractor Warranty Form 2. Affidavit of Payment 3. Affidavit of Release of Liens 4. Final Waiver of Lien 5. Consent of Surety for Final Payment 3.04 PAYMENT: No separate payment will be made under this section for work described or specified herein. END OF SECTION 01700 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01700-2 AFFIDAVIT OF PAYMENT To All Whom It May Concern: WHEREAS, the undersigned has been employed by to furnish labor and materials for Runway 4-22 Medium Intensity Runway Lights work, under a contract for the improvement of property described as Sebastian Municipal Airport in the City of Sebastian, County of Indian river, State of Florida, of which The City of Sebatian is the Owner, NOW, THEREFORE, this day of 2000, The undersigned, as the Contractor for the above-named Contract pursuant to the Conditions of the Contract hereby certified that, except as listed below, he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner or his property might in any way be held responsible. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) sl1�f_T1d`li•1�i<1f&-3 1. Consent of Surety to Final Payment. (Whenever Surety is involved, Consent of Surety is required.) 2. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 3. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers. 4. Contractor's Affidavit of Release of Liens. (SEAL) (SEAL) (Affix corporate seal here) Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting CONTRACTOR (Name of sole ownership, corporation or partnership) (Signature of Authorized Representative) 101IN1I115? AFFIDAVIT OF RELEASE OF LIEN To All Whom It May Concern: WHEREAS, the undersigned has been employed by to furnish labor and materials for Runway 4-22 Medium Intensity Runway Lights work, under a contract for the improvement of property described as Sebastian Municipal Airport in the City of Sebastian County of Indian River, State of Florida of which The City of Sebastian is the Owner, NOW, THEREFORE, this day of 2000, The undersigned, as the Contractor for the above-named Contract pursuant to the Conditions of the Contract hereby certifies that to the best of his knowledge, information and belief, except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor or services, who have or may have liens against any property of the Owner arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) ATTACHMENTS: 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Subcontractors and material and equipment suppliers. (SEAL) SUBCONTRACTOR (Name of sole ownership, corporation or partnership) (Affix corporate (SEAL) seal here) (Signature of Authorized Representative) Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01700-4 FINAL WAIVER OF LIEN To All Whom It May Concern: WHEREAS, the undersigned has been employed by (A) to furnish labor and materials for (B) Runway 4-22 Medium Intensity Runway Lights work, under a contract (C) for the improvement of property described as (D) Sebastian Municipal Airport in the- (City -Village) of Sebastian , County of Indian River, State of Florida , of which The City of Sebastian is the Owner, NOW, THEREFORE, this day of 2000._ for and in consideration of the sum of (E) Dollars paid simultaneously herewith, the receipt whereof is hereby acknowledged by the undersigned, the undersigned does hereby waive and release any lien rights to, or claim of lien with respect to and on said above-described premises, and the improvements thereon, and on the monies or other considerations due to become due from the owner, on account of labor, services, material, fixtures, apparatus of machinery heretofore or which may hereafter be furnished by the undersigned to or for the above-described premises by virtue of said contract. (Name of sole ownership, corporation or partnership) (Affix corporate seal here) (Signature of Authorized Representative) IILIM1 i1][1110111IUD]kiKIIIIQ791ZIt1+TI-AW4N (A) Person or firth with whom you agreed to furnish either labor, or services, or materials, or both. (B) Fill in nature and extent of work; strike the word labor or the word materials if not in your contract. (C) If you have more than one contract on the same premises, describe the contract by number if available, date and extent of work. (D) Furnish an accurate enough description of the improvement and location of the premises so that it can be distinguished from any other property. (E) Amount shown should be the amount actually received and equal to total amount of contract as adjusted. (F) If waiver is for a corporation, corporate name should be used, corporate seal affixed and title of officer signing waiver should be set forth; if waiver is for a partnership, the partnership name should be used, partner should sign and designate himself as partner. Construction Industry Affairs Committee of Chicago Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01700-5 CONTRACTOR WARRANTY FORM PROJECT: RUNWAY 4-22 MEDIUM INTENSITY RUNWAY LIGHTS LOCATION: Sebastian Municipal Airport Sebastian, Florida OWNER: CITY OF SEBASTIAN, FLORIDA We, , Contractor for the above referenced (Company Name) project, do hereby warrant that all labor and materials furnished and work performed are in accordance with the Contract Documents and authorized modifications thereto, and will be free from defect due to defective materials or workmanship for a period of one year from Date of Substantial Completion. This warranty commences on (Date of Substantial Completion Affixed by Engineer) and expires on : (One Year From Commencement Date) This warranty covers that portion of the project described below: Should any defect develop during the warranty period due to improper materials, workmanship or arrangement, the defect shall, upon written notice by the Owner, be made good by the Undersigned at no expense to the Owner. Nothing in the above shall be deemed to apply to work which has been abused or neglected by the Owner. Date: Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting For: 01700-6 By: Title: (Company Name) CONSENT OF SURETY For Final Payment Project Name Runway 4-22 Medium Intensity Runway Lights Location Sebastian Municipal Airport Owner The City of Sebastian Type of Contract Construction Amount of Contract $ In accordance with the provisions of the above-named contact between the Owner and the Contractor, the following named surety: on the Payment Bond of the following named Contractor: hereby approves of final payment to the Contractor, and further agrees that said final payment to the Contractor shall not relieve the Surety Company named herein of any of its obligations to the following named Owner: as set forth in said Surety company's bond: IN WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal this_ day of 2000 (Signature of Authorized Representative) (Affix corporate seal here) TITLE IF SIGNED BY ATTORNEY-IN-FACT POWER OF ATTORNEY MUST BE ATTACHED. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01700-7 SECTION 01710 CLEANING AND DISPOSAL PART GENERAL 1.01 DESCRIPTION: Contractor shall execute cleaning during progress of the work and at completion of the work as required by the General Provisions and other specification documents. 1.02 DISPOSAL REQUMMENTS: A. Conduct cleaning and disposal operations to comply with all local, state and federal codes, ordinances, regulations, and anti -pollution laws; and with airport and construction safety requirements. B. All disposal of waste materials shall be off airport property at locations approved by the Engineer. C. Contractor shall be responsible for arranging for and obtaining off-site disposal areas, including payment for all costs associated with such disposal. 1.03 SUBMITTALS: Prior to beginning work, submit a Disposal Plan for the satisfactory disposal of all waste materials and debris. Submit two (2) copies of the disposal site owner's written permission for such disposal with Disposal Plan. PART PRODUCTS 2.01 MATERIALS: A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 EXECUTION 3.01 CLEANING: Execute periodic cleaning to keep the work, site and adjacent properties free from accumulations of waste materials, rubbish, windblown debris, and dust resulting from construction operations. Provide on-site containers for the collection of waste materials, debris and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01710-1 rubbish. Remove waste materials, debris and rubbish from the site periodically and dispose of at approved locations. 3.02 BARRIERS AND PROTECTION: Protect existing structures and vegetation from cleaning and disposal operations as required. 3.03 DUST CONTROL: Schedule cleaning and other operations so that dust and other contaminants resulting therefrom will not fall on wet or newly coated surfaces, will not damage or contaminate aircraft, and will not unduly affect the work of other airport tenants. 3.04 DISPOSAL OF DEBRIS AND WASTE MATERIALS: A. If permitted by Owner and local, state and federal regulations, Contractor may dispose of combustible materials on-site by burning. Unguarded fires will not be permitted. Burning will be restricted as follows: 1. Burning of poison oak, poison ivy or other plants of similar nature will be prohibited. 2. Tires or other combustible waste material shall not be used to augment burning. 3. Burning operations that may in any way be hazardous to air operations will not be allowed. B. Non-combustible and waste materials and ashes shall be removed from the site and disposed of in accordance with the Disposal Plan. 3.05 PAYMENT: No separate payment will be made under this section for work described or specified herein. END OF SECTION 01710 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01710-2 SECTION 01720 PROJECT RECORD DOCUMENTS PART GENERAL 1.01 GENERAL REQUIREMENTS: A. Contractor shall maintain at the site as specified herein for the Owner one record copy of: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change orders and other modifications. 5. Engineer field orders or written instructions. 6. Approved shop drawings, product data and samples. 7. Field test records. 8. Laboratory test records. B. Related requirements in other parts of the Project Manual: Conditions of the Contract. PART 2 PRODUCTS (Not Used.) PART 3 EXECUTION 3.01 MAINTENANCE OF DOCUMENTS AND SAMPLES: A. Store record documents and samples in Contractor's field office apart from documents used for construction. B. File documents and samples in accordance with data filing format of the Construction Specifications Institute - MASTERFORMAT. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by Engineer. 3.02 RECORDING: A. Stamp or label each document "PROJECT RECORDS" in 3/4 inch letters. B. During daily progress of the work, the job superintendent for the Contractor shall record information concurrently with construction progress. Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting 01720-1 Do not conceal any work until required information is recorded. C. Drawings: Legibly mark to record actual construction in color codes designated by the Engineer. D. All field data for record information shall be obtained by a surveyor who is a Registered Land Surveyor (RLS) in the state of Florida. All field notes to determine the "as -built' conditions shall be sealed by the RLS who performed the survey and shall be submitted to the Engineer. E. Record Information includes but is not limited to the following: 1. Depths of various elements of foundation in relation to finish reference datum. 2. Horizontal and vertical locations of pavements and underground utilities and appurtenances, referenced to permanent surface improvements or finish reference datum. 3. Field changes of dimension and detail. 4. Changes made by field order or by change order. 5. Details not on original contract drawings. 6. Extent and dimensions of pavement removal. 7. Any other changes in the plans. 8. Storm drainage system construction: a. Exact distance between all manholes, inlets or points of intersection. b. The invert elevation of the end of all pipes, stubouts, and headwalls. C. The rim (top of frame) or top of grate and invert elevations of all manholes, catch basins, and other structures. 9. Electrical construction identification: a. Exact distance between all manholes and points of intersection. b. Exact size and location of duct bank or cable run and what circuits it feeds. C. Exact location of any lines abandoned in place. d. Rim and invert elevation of all manholes and duct banks. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01720-2 e. Depth of cover on direct burial lines. f. Locations of cable splices. F. Specifications and addenda: Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. 2. Changes made by field order or by change order. G. All horizontal control dimensions shall be to the nearest tenth of a foot. Elevations shall be to the nearest one-hundredth of a foot. H. Set one (1) Concrete Benchmark and document location and elevation data. 3.03 SUBMITTAL: A. At the close of the job and prior to receipt of final payment, the Contractor shall deliver to the Engineer for the Owner one complete set of Record Documents. B. Accompany submittal with transmittal letter containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. 4. Title and number of each record document. 5. Signature of Contractor or his authorized representative. 3.04 PAYMENT: No separate payment will be made under this section for work described or specified herein. The cost of this work shall be considered incidental to and included in other items ofwork. END OF SECTION 01720 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01720-3 SECTION 01740 WARRANTIES AND BONDS PART GENERAL 1.01 GENERAL REQL II NTS: A. Contractor shall: 1. Compile specified warranties and bonds. 2. Compile specified service and maintenance contracts. 3. Co -execute submittals to verify compliance with Contract Documents. 4. Review submittals to verify compliance with Contract Documents. 5. Submit to Engineer for review and transmittal to Owner. B. Related requirements in other parts of the Project Manual: 1. Bid Bonds: Instructions to bidders. 2. Performance Bond and Payment Bond: Conditions of the contract. 3. General warranty of construction: Conditions of the contract. C. Related requirements specified in other sections: 1. Warranties and Bonds required for specific products: Each respective section of specifications. 2. Provisions and duration of Warranties and Bonds: The respective section of specifications which specifies the product. 3. Contract closeout: Section 01700 4. Equipment Manuals: Section 01300 PART 2 PRODUCTS (Not Used.) PART 3 EXECUTION 3.01 SUBMITTAL REQUIREMENTS: A. Assemble warranties, bonds, and service and maintenance contracts, executed by each of the respective manufacturers, suppliers, and subcontractors. B. Number of original signed copies required: Two (2) each. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Firm, with name of principal, address and telephone number. 3. Scope. 4. Date of beginning of warranty, bond, or service and maintenance contract. 5. Duration of warranty, bond, or service and maintenance contract. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting 01740-1 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity of warranty or bond. 7. Contractor, name of responsible principal, address and telephone number. 3.02 FORM OF SUBMITTALS: A. Prepare in duplicate packets. B. Format: 1. Size 8 1/2 inches x 11 inches. Punch sheets for 3 -ring binder. Fold larger sheets to fit into binders. 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List: a. Project title and number. b. Owner's name. C. Contractor's name and address. C. Binders: Commercial quality, 3 -ring, with durable and cleanable plastic covers. 3.03 TIME OF SUBMITTALS: A. Submit within ten (10) days after date of substantial completion, and prior to final request for payment. B. For items of work where acceptance is delayed materially beyond the date of substantial completion, provide updated submittal within ten (10) days after acceptance, listing the date of acceptance as the start of the warranty period. 3.04 SUBMITTALS REQUIRED: Submit warranties, bonds, service and maintenance contracts as specified in the respective sections of specifications. 3.05 PAYMENT: No separate payment will be made under this section for work described or specified herein. END OF SECTION 01740 Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting 01740-2 ITEM P-211 LIMEROCK BASE COURSE DESCRIPTION 211-1.1 This item shall consist of abase course composed of limerock constructed on the prepared underlying surface in accordance with these specifications and shall conform to the dimensions and typical cross section shown on the plans. iTrw�t;in�y 211-2.1 Materials. The limerock base course material shall consist of fossiliferous limestone of uniform quality, and shall not contain cherty or other extremely hard pieces or lumps, balls or pockets of sand or clay size material in quantities detrimental to the proper bonding, finishing, or strength of the limerock base. The material when watered and rolled shall be capable of being compacted into a dense and well -bonded base. Sources of supply of limerock material shall be approved by the Florida Department of Transportation and the material shall be produced in accordance with the requirements set out in the Florida Department of Transportation Standard Operating Procedure for Evaluation, Approval and Control of Mineral Aggregate Sources - Limerock, Cemented Coquina and Shell Base Materials. The minimum percentage of carbonates of calcium and magnesium in the limerock material shall be 70. The maximum percentage of water -sensitive clay mineral shall be 3. Determination of water sensitive clay content shall be at the discretion of the Engineer. The liquid limit of limerock material shall not exceed 35 and the material shall be non -plastic. Liquid limit and plasticity index shall be determined by ASTM D-4318. At least 100 percent, by weight, of the material shall pass a 3 inch sieve and the material shall be graded uniformly down to dust. The fines shall consist entirely of dust of fracture. All crushing or breaking -up, which is necessary in order to meet these gradation requirements, shall be done before the limerock material is placed in the base course. Limerock material shall have an average Limerock Bearing Ratio (LBR) value of not less than 100. The average LBR value of material produced at a particular source shall be determined in accordance with an approved quality control procedure. CONSTRUCTION METHODS 211-3.1 Sources of Supply. All work involved in cleaning and stripping pits, including the handling of unsuitable material, shall be performed by the Contractor at his/her own expense. The limerock shall be obtained from approved sources. The pits shall be operated in such a manner that a Sebastian Municipal Airport R/W 422 Medium Intensity R/W Edge Lighting P-211-1 clean and uniform material will be secured. 211-3.2 Equipment. All equipment necessary for the proper construction of this work shall be on the project, in first-class working condition, and approved by the Engineer before construction is permitted to start. 211-3.3 Preparing Underlying Course. Before any rock base course material is placed, the underlying course shall be prepared and conditioned as specified. The course shall be checked and accepted by the Engineer before placing and spreading operations are started. Any ruts or soft, yielding places caused by improper drainage conditions, hauling, or any other cause, shall be corrected and rolled to the required compaction before the base course is placed thereon. Grade control between the edges of the pavement shall be accomplished by grade stakes, steel pins, or forms placed in lanes parallel to the centerline of the pavement and at intervals sufficiently close that string lines or check boards may be placed between the stakes, pins or forms. To protect the underlying course and to insure proper drainage, the spreading of the limerock shall begin along the centerline of the pavement on a crowned section or on the high side of the pavement with a one-way slope. 211-3.4 Placing , and Spreading. All base course material shall be placed on the prepared underlying course and compacted in layers to the thickness shown on the plans. The depositing and spreading of the material on the prepared course or on a completed layer shall commence where designated and shall progress without breaks. The material shall be deposited and spread in lanes in a uniform layer and without segregation of size to such loose depth that, when compacted, the layer shall have the required thickness. When more than one layer is required, the construction procedure described herein shall apply similarly to each layer, excepting the scarifying and rerolling of the surface which shall apply to only the top layer. The rock shall be transported to locations where it is to be used over rock previously placed and dumped on the end of the preceding spread. It shall then be spread uniformly with shovels, forks or approved mechanical spreaders especially constructed for this purpose. In no case shall rock be dumped directly onto the underlying course. Transporting over the underlying course will not be permitted, except as directed in which case it must be protected by planking if rutting occurs. During the dumping and spreading operations, the rock shall be brought to the proper moisture content to obtain maximum density. Ifwater is added, it shall be uniformly mixed to the full depth of the course by discing. All segregated areas of fine or coarse rock shall be removed and replaced with well -graded rock, as approved by the Engineer. Limerock shall not be spread when the subgrade is in an unsuitable condition. The limerock base course shall be constructed in a layer not less than 4 inches nor more than 6 inches of compacted thickness. The base course shall be constructed in lanes or strips parallel with the centerline of the paved area. During the placing operation, sufficient caution shall be exercised to prevent the incorporation of subgrade, subbase, or shoulder material in the limerock. Sebastian Municipal Airport R/W 4-22 Medium Intensity RIW Edge Lighting P-211-2 211-3.5 Rolling. Immediately following final spreading operations, the material shall be compacted to full width with approved compaction equipment. The number, type, and weight of rollers shall be sufficient to compact the mixture to the required density. Rolling shall progress gradually from the sides to the center of the land under construction, or from one side toward previously placed material, and shall continue until the surface has been rolled and compacted. Rolling shall continue until the base material has been compacted to not less than 100%ofmaximum density as determined by ASTM D-1557 using ASTM D-1556 to determine density in the field. Prior to and during compaction, water in the amounts required shall be uniformly applied to maintain satisfactory moisture content to obtain maximum density. Sufficient rollers of the designated types shall be furnished to adequately handle the compaction of the material that has been placed and spread. Blading and rolling shall be done alternately as required or directed to obtain a smooth, even surface and until the entire depth of base is compacted into a dense, unyielding mass. Rerolling of previous day's spread shall be done as directed. When the shoulder backfill material has been placed, the shoulder shall be thoroughly rolled and compacted. Limerock base course shall be accepted for density on a lot basis. A lot will consist of one day's production where it is not expected to exceed 2,400 square yards. A lot will consist of one-half day's production where a day's production is expected to consist ofbetween 2,400 and 4,800 square yards. Each lot shall be divided into two equal sublots. One test shall be made for each sublot. Sampling locations will be determined by the Engineer on a random basis in accordance with statistical procedures contained in ASTM D-3665. Each lot will be accepted for density when the field density is at least 100 percent of the maximum density of laboratory specimens prepared from samples of the base course material delivered to the job site. The specimens shall be compacted and tested in accordance with ASTM D-1557. The in-place field density shall be determined in accordance with ASTM D-1556 or D-2167. If the specified density is not attained, the entire lot shall be reworked and/or recompacted and two additional random tests made. This procedure shall be followed until the specified density is reached. Along curbs, headers and all areas inaccessible to the roller, the base course material shall be tamped thoroughly with mechanical or hand tampers. 211-3.6 Finishing Base Course. After the watering and rolling of the base course, the entire surface shall be scarified to a depth of at least 3 inches and shaped to the exact crown and cross section with a blade grader. The scarified material shall be rewatered and thoroughly rolled. Rolling shall continue until the base is bonded and compacted into a dense, unyielding mass, true to grade and cross section. The scarifying and rolling of the surface of the base shall follow the initial rolling of the limerock by not more than 4 days. When the limerock base is constructed in two layers, the scarifying of the surface shall be to a depth of 2 inches. If, in the opinion of the Engineer, the surface of the base is glazed or cemented to the extent that the prime coat could not penetrate properly, and after determining that the condition of the base meets all requirements, he will direct that the surface of the base be hard -planed with a blade grader and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting P-211-3 broomed immediately prior to the application of the prime coat. This hard -planing shall be done in such a manner that only the glazed or cemented surface is removed, leaving a granular or porous condition that will allow free penetration of the prime material. The material planed from the base shall be removed from the base area. In no case will the addition of thin layers ofmaterial be added to the top layer of base course to meet grade. If the elevation of the top layer is %2 inch or more below grade, the top layer of base shall be scarified to a depth of at least 3 inches, new material added, and the layer shall be blended and re - compacted to bring it to grade. If the finished surface is above plan grade, it shall be cut back to grade and re -rolled. If at any time the underlying material becomes churned up and mixed with the base course material, the Contractor shall, without additional compensation, dig out and remove the mixture, reshape and compact the underlying course, replace the materials removed with clean rock which shall be watered and rolled until satisfactorily compacted. Where cracks, checks, or failures appear in the base, either before or after priming and before the surface course is laid, the Contractor shall remove such cracks, checks, or failures by rescarifying, reshaping, watering, rolling, and adding limerock where necessary. 211-3.7 Surface Tests. After the course has been completely compacted, the surface shall be tested for smoothness and accuracy of grade and crown. Any portion lacking the required smoothness or failing in accuracy of grade or crown shall be scarified, reshaped, recompacted, and otherwise manipulated as the Engineer may direct until the required smoothness and accuracy are obtained. The finished surface shall not vary more than 1/4 inch from a 15 -foot straightedge when applied to the surface parallel with, and at right angles to when practical, the centerline. In testing surface of the harder limerocks, measurement of clearances from the straightedge shall not include small holes caused by individual pieces being pulled out by the grader. 211-3.8 Thickness. The thickness of the base course shall be determined by depth tests or elevations taken at intervals in such a manner that each test shall represent 300 square yards, or as otherwise directed by the Engineer. The depth tests shall be made by test holes through the base at least 3 inches in diameter. Where the base deficiency is more than 1/2 inch, the Contractor shall correct such areas by scarifying and adding rock. The base shall be scarified, rock added, and tapered a distance of 100 feet in each direction from the edge of the deficient area for each inch of rock added. The affected area shall then be watered, bladed, rolled, and brought to a satisfactory state of compaction, required thickness, and cross section. The thickness of the base in the affected area shall be remeasured by depth tests or elevations. The operations of scarifying, adding rock, and rerolling shall continue until the base thickness is within the 1/2 -inch tolerance of base thickness. The final base thickness of the reconditioned area shall be used to determine the average job thickness. The average job thickness shall be the average of the depth measurement as above outlined and shall be within 1/4 inch of the thickness shown on the typical cross section. On individual depth measurements, thicknesses more than 1/2 inch in excess of that shown on the plans shall be considered as specified thickness plus 1/2 inch in computing the average job thickness. The Sebastian Municipal Airport RAV 4-22 Medium Intensity R(W Edge Lighting P-211-4 Contractor shall replace, at his/her expense, the limerock removed from test holes. 211-3.9 Protection. Work on the base course shall not be accomplished during freezing temperatures nor when the subgrade is wet. When the aggregate contains frozen materials or the underlying course is frozen, the construction shall be stopped. Hauling equipment may be routed over completed portions of the base course, provided no damage results and provided that such equipment is routed over the full width of the base course to avoid rutting or uneven compaction. However, the Engineer in charge shall have full and specific authority to stop all hauling over completed or partially completed base course when, in his/her opinion, such hauling is causing damage. Any damage resulting to the base course from routing equipment over the base course shall be repaired by the Contractor at his/her own expense. 211-3.10 Maintenance. Following the completion of the base course, the Contractor shall perform all maintenance work necessary to keep the base course in a condition satisfactory for priming. After priming, the surface shall be kept clean and free from foreign material. The base course shall be properly drained at all times. If cleaning is necessary, or if the prime coat becomes disturbed, any work or restitution necessary shall be performed at the expense of the Contractor. MEASUREMENT AND PAYMENT 211-4.1 Limerock base course will not be measured for payment. The cost of limerock, complete and accepted, shall be considered incidental to and included in the bid prices for the various contract bid items for conduit trenching and installation. TESTING REQUIREMENTS ASTM C-117 Materials Finer than 75 micron (No. 200) Sieve in Mineral Aggregates by Washing ASTM C-136 Sieve Analysis of Fine and Coarse Aggregates ASTM D-1556 Density of Soil in Place by the Sand -Cone Method ASTM D-1557 Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 10-1b (4.54 -kg) Rammer and 18 -in. (457 -mm) Drop ASTM D-2167 Density and Unit Weight of Soil in Place by the Rubber Balloon Method ASTM D-4318 Liquid Limit, Plastic Limit, and Plasticity Index of Soils END OF ITEM P-211 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting P-211-5 ITEM P-300 PRIME AND TACK COAT 300-1.1 This item shall consist of the application of bituminous prime coat on a previously prepared base course, and the application of bituminous tack coats on existing pavement surfaces. All work under this item shall be accomplished in accordance with Section 300 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. MEASUREMENT AND PAYMENT 300-2.1 Prime tack coat shall not be measured for payment. The cost of prime and tack shall be considered incidental and included in the bid prices for the various contract bid items for conduit trenching and installation. END OF ITEM P-300 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting P -300-I ITEM P-331 FDOT TYPE 'S' ASPHALTIC CONCRETE 331-1.1 This item shall consist of a bituminous surface course composed of mineral aggregate and bituminous material mixed in a central mixing plant and placed on a prepared course in accordance with these specifications and shall conform to the lines, grades, thickness, and typical cross sections shown on the plans. Each course shall be constructed to the depth, typical section, or elevation required by the plans and shall be rolled, finished and approved before the placement of the next course. MATERIALS 331-2.1 Materials shall be as specified in Section 331-2 ofthe Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction, most recent edition as of the date of the bid advertisement. The aggregate gradation shall be as specified in Section 331-1 of the above referenced specifications. The Contractor shall have the option of using either a Type S-1 or a Type S4111 asphaltic concrete mix. 331-3.1 The composition of the bituminous mixture and job mix formula shall be as specified in Section 331-4.1 and 331-4.3 of the FDOT Standard Specifications. CONSTRUCTION METHODS 331-4.1 Construction methods for storage, transportation, placement, compaction and other general construction requirements of the bituminous material shall be in accordance with Section 330 of the FDOT Standard Specifications. MATERIAL ACCEPTANCE 331-5.1 Acceptance of the bituminous material for pavement shall be as specified in Section 331-5 of the FDOT Standard Specifications. Density control and acceptance based on density shall be as specified in Section 330-10.3 of the FDOT Standard Specifications. MEASUREMENT AND PAYMENT 331-7.1 Type "S" Asphaltic Concrete shall not be measured for payment. The cost of asphalt shall be considered incidental to and included in the bid prices for the various contract bid items for conduit trenching and installation. END OF ITEM P-331 Sebastian Municipal Airport R/W 422 Medium Intensity R/W Edge Lighting P-331-1 ITEM P-620 PAVEMENT MARKING DESCRIPTION 620-1.1 This item shall consist of re -painting of, markings at locations where conduit trenching and other work items have removed the existing markings, and stripes on the surface of taxiways and other pavements in accordance with these specifications, or as directed by the Engineer. MATERIALS 620-2.1 MATERIALS ACCEPTANCE. The Contractor shall fiimish manufacturer ---s certified test reports for materials shipped to the project. The certified test reports shall include a statement that the materials meet the specification requirements. The reports can be used for material acceptance or the Engineer may perform verification testing. The reports shall not be interpreted as a basis for payment. The Contractor shall notify the Engineer upon arrival of a shipment of materials to the site. 620-2.2 PAINT. Paint shall be waterborne as specified herein. Paint shall be furnished in yellow, 33538 or 33655, in accordance with Federal Standard No. 595. a. Waterborne. Paint shall meet the requirements of Federal Specification TT -P-1952. 620-2.3 REFLECTIVE MEDIA. Glass beads shall meet the requirements of Fed. Spec. TT -B- 1325, Type III. Glass beads shall be treated with adhesion promoting and/or flotation coatings as specified by the manufacturer of the paint. CONSTRUCTION METHODS 620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and when the surface temperature is above 45°F and rising. A lower temperature based on paint manufacturer's printed recommendations may be permitted when approved by the Engineer. Do not paint when wind displaces paint spray, or glass beads when used. 620-3.2 EQUIPMENT. All equipment for the work shall be approved by the Engineer and shall include the apparatus necessary to properly clean the pavement surface, a mechanical marking machine, and such auxiliary hand -painting equipment as may be necessary to satisfactorily complete thejob. The mechanical marker shall be an atomizing spray -type marking machine suitable for application of traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting P-620-1 apply markings of uniform cross sections and clear-cut edges without running or spattering and without over spray. A wind screen or shroud shall be used on the machine to prevent displacement of materials by wind. 620-3.3 PREPARATION OF SURFACE. Immediately before application ofthe paint, the surface shall be dry and free from dirt, grease, oil, laitance, rubber, saw cuttings, loose paint, or other foreign material which would reduce the bond between the paint and the pavement. The area to be painted shall be cleaned by sweeping, blowing, water blasting, vacuuming, or other methods as required. Surface preparation shall include all requirements set forth in the paint manufacturer=s printed instructions. 620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out as shown on the drawings or as directed by the Engineer. Control points shall be spaced at such intervals as will ensure accurate location of all markings. The Contractor shall provide an experienced technician to supervise the location, alignment, layout, dimensions and application of the paint. 620-3.5 APPLICATION. Paint shall be applied at the locations and to the dimensions and spacing shown on the drawings. Paint shall not be applied until the layout and condition of the surface have been approved by the Engineer. The paint shall be mixed in accordance with the manufacturer's instructions and applied to the pavement with a marking machine at the rate(s) shown in Table 1. The addition of thinners will not be permitted. A period as recommended by the paint manufacturer shall elapse between placement of a bituminous surface course and application of the permanent paint. TABLE 1. APPLICATION RATES FOR PAINT AND GLASS BEADS Paint Type Paint Square feet per gallon, ft /gal Glass Beads, Type III Pounds per gallon of paint--lb./gal. Waterbome 115 Maximum 12 Minimum The edges of the markings shall not vary from a straight line more than 1/2 inch in 50 feet, and the dimensions shall be within a tolerance of plus or minus 5 percent. Glass beads shall be distributed upon the marked areas indicated immediately after application of the paint. A dispenser shall be furnished which is properly designed for attachment to the marking machine and suitable for dispensing glass beads. Glass beads shall be applied at the rate(s) shown in Table 1. Glass beads shall not be applied to black paint. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting P-620-2 Glass beads shall adhere to the cured paint or all marking operations shall cease until corrections are made. All emptied containers shall be returned to the paint storage area for checking by the Engineer. The containers shall not be removed from the airport or destroyed until authorized by the Engineer. 620-3.6 PROTECTION. After application of the paint, all markings shall be protected from damage until the paint is dry; damaged markings shall be removed and replaced at the expense of the Contractor. The Contractor shall erect or place suitable warning signs, flags or barricades, and protective screens or coverings as required. All surfaces not intended to be marked shall be protected from disfiguration by spatter, splashes, spillage, or drippings of paint; errant markings shall be removed by the Contractor. 620-3.7 DEFECTIVE WORKMANSHIP OR MATERIAL. When any material not conforming to the requirements of the specifications or drawings has been delivered to the project or incorporated in the work, or any work performed is of inferior quality, such defective material or work shall be corrected as directed by the Engineer, at the expense of the Contractor. MEASUREMENT AND PAYMENT 620-4.1 Pavement markings shall not be measured for payment. The cost of pavement marking shall be considered incidental to and included in the bid prices for the various contract bid items for conduit trenching and installation. MATERIAL REQUIREMENTS Fed. Spec. TT -B-1325 Beads (Glass Spheres) Retro -Reflective Fed. Spec. TT -P-1952 Paint, Traffic and Airfield Marking, Waterborne Federal Standard 595 Colors Used in Government Procurement END OF ITEM P-620 Sebastian Municipal Airport R/W 422 Medium Intensity R/W Edge Lighting P-620-3 ITEM T-901 GRASSING GENERAL 901-1.1 Description: Work described in this section includes permanent grassing by either seeding and hydroseeding of grass over all areas within the project limits disturbed by the Contractor operations indicated in the drawings and in areas disturbed within the Contractor's staging area, haul routes, and all other areas outside the limits of construction. 901-1.2 Definitions: Satisfactory stand of grass: Full cover over designated areas, with living grass free of weeds and without bare spots. 901-1.3 Submittals: Certificates: Submit certificates for all seed. Indicate grass species, weed content, and percent germination. 901-1.4 Quality Assurance: a. These specifications are to be used as a guide to enable the Contractor to develop a satisfactory stand of grass. The Contractor shall visit the site and acquaint himself as to the nature and condition of the soil and the extent of the work required prior to bidding. The Contractor shall have the soil tested to determine the actual rates and/or types of lime, fertilizer, seed and mulch required. Prior to construction, the contractor shall submit a seeding plan to the Engineer for his review. In addition to the above, it shall also include his methods of maintenance, watering, reseeding, fertilizing, mowing and recommendations for future maintenance by the Owner. b. Seed shall be famished separately or in mixtures in standard containers with the seed name, lot number, net weight, percentages of purity and of germination and hard seed, and percentage of maximum weed seed content clearly marked for each kind of seed. The Contractor shall furnish the Engineer duplicate signed copies of a statement by the vendor certifying that each lot of seed has been tested by a recognized laboratory for seed testing within 6 months of date of delivery. This statement shall include: name and address of laboratory, date of test, lot number of each kind of seed, and the results of tests as to name, percentages of purity and of germination, and percentage of weed content for each kind of seed furnished, and, in case of a mixture, the proportions of each kind of seed. 901-2.1 Fertilizer Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting MATERIALS 160111W 1. Regular type: Nitrogen content derived from organic or inorganic sources; bearing manufacturer's statement of analysis. Minimum requirements: 12% nitrogen, 8% phosphoric acid, 8% potash. 2. Slow-release type: 50% of nitrogen is in slow-release form, content derived from organic or inorganic sources; bearing manufacturer's statement of analysis. Minimum requirements: 12% nitrogen, 4% phosphoric acid, 10% potash. 3. Commercial mixed type: Nitrogen content derived from organic or inorganic sources, bearing manufacturer's statement of analysis. Minimum requirements: 10% nitrogen, 10% phosphoric acid, 10% potash. 901-2.2 Lime: Ground limestone containing not less than 85% carbonates; 50% passing 100 mesh sieve and 90% passing 20 mesh sieve. Coarser material is acceptable if application rates are increased to achieve quantities and depth specified. 901-2.3 Seed: The grass seed to be furnished shall have a maximum of two and one-half percent (2- 1/2%) of week seed and a minimum of ninety percent (90%) by weight of pure live seed. The seed shall conform to the requirements of Federal Specification JJJ-S-181. SEEDING SCHEDULE: Common Name of Seed Bermuda Grass (50% Hulled, 50% Unhulled) Bermuda Grass (Unhulled) PoundsTotal Seed Planting Per Acre Mixture Dates 70 70 March 1 - Aug. 14 80 85-90 Aug. 15 - Feb. 28 Rye Grain* 20 Feb. 28 *These grasses are not to be used by themselves, but should be used in conjunction with one of the Bermuda grasses specified. 901-2.4 Hydromulch: Wood cellulose fiber containing no germination inhibiting or growth inhibiting agents. Characteristics shall be as follows: 1. Percent moisture content: 10.0% (+ 2.0) 2. Percent organic matter: 99.4% (+ 0.2%). 3. Percent ash content: 0.6% (+ 0.2%). 4. pH: 4.8 (+ 0.5%). 5. Water holding capacity: 1050 grams water/100 grams fiber, minimum. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting NVIO&i 901-2.5 Dry Mulch: Clean, seed free stray of hay, wheat, rye, oats, barley, straw or manure. 901-2.6 Asphalt Spray Mulch: Meeting ASTM D -977-79a, Grade SS -1 with 57%-59% residual asphalt, mixed with equal parts of water. 901-2.7 Staking Pegs: Staking pegs: 3/4" diameter by 8" long softwood. 901-2.8 Water: Clean, potable. CONSTRUCTION METHODS 901-3.1 Preparation: a. Place topsoil as specified in Section T-905 on area to be grassed. b. Check soil pH. Add lime as required to achieve a soil pH of at least 5.5 but at a minimum of 1.5 tons/acre. Apply lime and mix into soil during seedbed preparation. Apply fertilizer to seedbed at rate of 1000 lbs. per acre or equivalent of 10- 10-10 fertilizer. c. Rake areas to be grassed, filling depressions and removing stones over 2" in size, sticks and rubbish. d. After preparation of soil, level areas to be seeded and bring to finish grade. Hand rake smooth, allowing for settlement. 901-3.2 Seeding: a. Uniformly distribute the first half of the seed mixture over the designated areas using a seed drill and then uniformly distribute the last half of the seed mixture over the designated areas by means of a mechanical spreader. Seed mixture shall be sown at the rate shown in the SEEDING SCHEDULE, immediately after fertilization. b. Sow half of seed with spreader moving in one direction; the remainder with spreader moving at right angle to first sowing. c. Cover seed lightly with minimum of 1/4" of soil by hand raking. d. Firm seeded area by rolling with a light roller (40-65 lbs. per foot of width for clay soil, and 150-200 lbs. per foot of width for sandy or light soils). e. Mulch seeded areas having slopes of four to one or greater with dry mulch or hydromulch. Use asphalt spray mulch or hydromulch within safety areas of airfield pavements (See Typical Section sheet for prescribed safety area distances). 901-3.3 Dry Mulch: Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting T-901-3 a. Apply dry mulch at rate of 2-3 tons per acre to provide a uniform loose depth between 1-1/2 and 3 inches. b. Secure mulch with a very thin layer of topsoil, stakes and wire mesh, or asphalt binder as approved by Engineer. 1. Peg and string method - secure mulch using stakes and wire pins spaced on 5 -foot centers. String binder twine diagonally and at right angles. 2. Manufactured netting may be used if approved by Engineer. c. Do not use dry mulch within runway and taxiway safety areas. Hydromulch or asphalt spray mulch within all safety areas. 901-3.4 Hydroseeding: a. Apply seed/fertilizer/hydromulch mixture in water slurry. Dispense using hydraulic mulching equipment in following minimum quantities: 1. Fertilizer. 1000 lbs./acre. 2. Hydromulch: 1200-1500 lbs./acre. 3. Seed: Please see SEEDING SCHEDULE for appropriate percentages for each respective growing season. 901-3.5 Maintenance: a. Maintain grassed areas at a height of not to exceed 2" until final acceptance of the project. Repair damaged mulch. b. Regrass areas larger than one sq. ft. not having a uniform stand of grass. Eradicate weeds which appear in grassed areas. c. At completion of grassing operation, remove excess soil and debris from project site. d. Protect seeded areas against traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces gullied or otherwise damaged following seeding shall be repaired by regrading and reseeding as directed. e. The Contractor shall apply 30 units of nitrogen per acre after the grass has attained a height of 1/2 to 3/4 inch. Approximately four (4) weeks afterwards, apply a second application of 30 units of nitrogen per acre. f. Contractor shall establish a good stand of grass of uniform green color and density to the satisfaction of the Engineer. If at the time when the contract has been otherwise completed, it is not possible to make an adequate determination of the color, density, and uniformity of such stand of grass, payment for the unaccepted portions of the areas seeded out of season will be withheld until such time as these requirements have been met. In lieu ofretaining the value of grassing not acceptable to the Engineer, the Contractor may submit a bond to the Owner (providing the Owner agrees to this option) for the amount of grassing that has not Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting T-901-4 achieved a good stand of grass of uniform green color and density and receive payment for the unacceptable grassing. MEASUREMENT AND PAYMENT 901-4.1 Grassing shall not be measured for payment. The cost of any grassing required shall be considered incidental to and included in the lump sum bid price for Item 01000- "Mobilization: or the various other items of work. END ITEM T-901 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting T-901-5 ITEM L-108 INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-1 108-1.1 This item shall consist of famishing and installing underground cable in accordance with these specifications at the locations shown in the plans. This item shall include the excavation and backfill of the trench and the installation of cable and counterpoise wire in trench, duct or conduit. It shall include splicing, cable marking, and testing of the installation and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the Engineer. This item shall not include the installation of the duct or conduit. 108-2 EQUIPMENT AND MATERIALS 108-2.1 GENERAL. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall have the prior approval of the FAA, and are listed in Advisory Circular (AC) 150/5345-1, Approved Airport Equipment. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification, when requested by the Engineer. 108-2.2 CABLE Underground cable shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits. If telephone control cable is specified, copper shielded, polyethylene insulated and jacketed, No. 19 AWG telephone cable conforming to the United States Department of Agriculture, Rural Electrification Administration (REA) Bulletin 345-14, REA Specification for Fully Color Coded, Polyethylene Insulated, Double Polyethylene Jacketed Telephone Cables for Direct Burial, shall be used. Where counterpoise conductors are to be installed and where soil conditions would adversely affect bare copper wire, thermoplastic wire conforming to Fed. Spec. J -C-30, Type TW, 600 volt, may be used. Cable type, size, number of conductors, strand and service voltage shall be specified in the plans and/or proposal. 108-2.3.1BARE COPPER WERE (COUNTERPOISE). Bare copper wire for counterpoise installations shall be stranded wire conforming to ASTM Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-1 Specifications B 3 and B 8. L-108-2.4 CABLE CONNECTIONS In-line connections of underground primary cables shall be of the type called for in the plans or in the proposal, and shall be one of the types listed below. When the plans or the proposal permit a choice of connection, the Contractor shall indicate in the bid the type of connection he proposes to furnish. a. The Cast Splice. A cast splice, employing a plastic mold and using epoxy resin equal to that manufactured by Minnesota Mining and Manufacturing Company, "Scotchcast" Kit No. 82-A, or as manufactured by Hysol Corporation, "Hyseal Epoxy Splice" Kit No. E1135, for potting the splice is approved. This means of splicing is the only type approved for telephone control cable. b. The Vulcanized Splice. A vulcanized splice employing Joy Manufacturing Company's Vulcanizing Kit No. X-1604-8 or equal is approved for field vulcanized splices. The proper molds for various cable sizes shall be used. C. The Field Attached Plug-in Splice. Figure 3 of AC 150/5345-26, Specification for L-823 Plug and Receptacle, Cable Connectors, employing connector kits, is approved for field attachment to single conductor cable. d. The Factory Molded Plug-in Splice. Specification for L-823 Connectors, Factory Molded to Individual Conductors, are approved. e. The Taped Splice. Taped splices employing field applied rubber, or synthetic rubber tape covered with plastic tape are approved. The rubber tape should meet the requirements of Mil. Spec. MIL -I-3825 and the plastic tape should comply with Mil. Spec. MIL -I-7798 or Fed. Spec. HH -I-595. In all the above cases, connections of cable conductors shall be made using crimp connectors utilizing a crimping tool designed. To make a complete crimp before the tool can be removed. No. 19 AWG telephone control wires may be connected by means of wrapped and soldered splice, 3M Company Moisture Proof UR Type Connector, or equal, or by a method approved by the Engineer. L-108-2.5 CONCRETE Concrete for cable markers shall conform to Specification Item P-610, "Structural Portland Cement Concrete." L-108-3 CONSTRUCTION METHODS L-108-3.1 GENERAL The Contractor shall install the specified cable at the approximate locations indicated in the airport lighting layout plans. The Engineer shall indicate specific locations. Cable connections between lights will be permitted only at the light locations for connecting the Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-2 underground cable to the primary leads of the individual insulating transformers. The Contractor shall be responsible for providing cable in continuous lengths for home runs or other long cable runs without connections, unless otherwise authorized in writing by the Engineer or shown in the plans. L-108-3.2 INSTALLATION IN DUCT OR CONDUIT This item includes the installation of the cable in duct or conduit as described below. The maximum number and voltage ratings of cables installed in each single duct or conduit, and the current carrying capacity of each cable shall be in accordance with the latest National Electric Code, or the code of the local agency having jurisdiction. The Contractor shall make no connections or joints of any kind in cables installed in conduits or ducts. The duct or conduit shall be installed as a separate item in accordance with Item L-110, "Installation of Airport Underground Electrical Duct." The Contractor shall make sure that the duct is open, continuous, and clear of debris before installing cable. The cable shall be installed in a manner to prevent harmful stretching of the conductor, injury to the insulation, or damage to the outer protective covering. The ends of all cables shall be sealed with moisture seal tape before pulling into the conduit and it shall be left sealed until connections are made. Where more than one cable is to be installed in a duct under the same contract, all cable shall be pulled in the duct at the same time. The pulling of a cable through ducts or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Pulling tensions should be governed by recommended standard practices for straight pulls or bends. A lubricant recommended for the type of cable being installed shall be used where pulling lubricant is required. Duct or conduit markers temporarily removed for excavations shall be replaced as required. L-108-3.3 TRENCHING Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Trenches for cables may be excavated manually or with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Road patrols or graders shall not be used to excavate the trench with their blades. The bottom surface of trenches shall be essentially smooth and free from coarse aggregate. Unless otherwise specified, cable trenches shall be excavated to a minimum depth of 18 inches (45 cm) below finished grade, except as follows: a. When off the airport or crossing under a roadway or driveway, the minimum depth shall be 36 inches (90 cm) unless otherwise specified. b. Minimum cable depth when crossing under a railroad track, shall be 42 inches (105 cm) unless otherwise specified. The Contractor shall excavate all cable trenches to a width not less than 6 inches (150 mm). The trench shall be widened where more than two cables are to be installed parallel in the same trench. Unless otherwise specified in the plans, all cables in the same location and running in the same general direction shall be installed in the same trench. When rock excavation is encountered, the rock shall be removed to a depth of at least 3 inches (75 mm) below the required cable depth and it shall be replaced with bedding material of earth or sand containing Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-3 no mineral aggregate particles that would be retained on a 1/4 inch (6 mm) sieve. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All excavation shall be unclassified. L-108-3.4 INSTALLATION IN TRENCHES The Contractor shall not use a cable plow for installing the cable. Mechanical cable laying equipment may be used in conjunction with a trenching machine if specified on project plans and specifications; and it should provide for physical inspection of cable prior to backfilling. Sharp bends or kinks in the cable shall not be permitted. Cables shall be unreeled in place alongside or in the trench and shall be carefully placed along the bottom of the trench. The cable shall not be unreeled and pulled into the trench from one end. Where two or more cables are laid parallel in the same trench, they shall be placed laterally a minimum distance of 3 inches (75 mm) apart, and the trench shall be widened sufficiently to accomplish this. Cables crossing over each other shall have a minimum of 3 inch (75 mm) vertical displacement with the topmost cable depth at or below the minimum required depth below finished grade. Not less than 1 foot (30 cm) of cable slack shall be left on each side of all connections, insulating transformers, light units, and at all other points where cable is connected to field equipment. The slack cable shall be placed in the trench in a series of S curves. Additional slack cable shall be left in runway light bases, handholes, manholes, etc., where it is required to bring the cable above ground level to make connections. The amount of slack cable shall be stipulated by the Engineer, or as shown in the plans and specifications. L-108-3.5 BACKFILLING After the cable has been installed, the trench shall be 3 inches (75 mm) deep, loose measurement, and shall be either earth or sand containing no mineral aggregate particles that would be retained on a 1/4 inch (6 m) sieve. This layer shall not be compacted. The second layer shall be 5 inches (125 mm) deep, loose measurement, and shall contain no particles that would be retained on a 1 inch (25.0 mm) sieve. The remainder of the backfill shall be excavated or imported mineral and shall not contain stone or aggregate larger than 4 inches (100 mm) maximum diameter. The third and subsequent layers of the backfill shall not exceed 8 inches (200 mm) in maximum depth, loose measurement. The second, and subsequent layers shall be thoroughly tamped and compacted to at least the density of the adjacent undisturbed soil, and to the satisfaction of the Engineer. If necessary to obtain the desired compaction, the backfill material shall be moistened or aerated as required. Trenches shall not be excessively wet and shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface, except that when sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of in accordance with instructions issued by the Engineer. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-4 L-108-3.6 RESTORATION Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the trenching, storing of dirt, cable laying, pad construction, and other work shall be restored to its original condition. The restoration shall include any necessary top soiling, fertilizing, liming, seeding, sodding, sprigging or mulching. All such work shall be performed in accordance with the FAA standard turfing specifications. the Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. L-108-3.7 CABLE MARKERS The location of runway light circuits shall be marked by a concrete slab marker, 2 feet (60 cm) square and 4 inches (100 mm) thick, extending approximately 1 inch (25 mm) above the surface. Each cable run from the line of runway lights to the equipment vault shall also be marked at approximately every 200 feet (60 m) along the cable run, with an additional marker at each change of direction of cable run. All other cable buried directly in the earth shall be marked in the same manner. The Contractor shall not install slab markers where cable lies in straight lines between obstruction light poles which are spaced 300 feet (90 m) apart, or less. Cable markers shall be installed immediately above the cable. The Contractor shall impress the word "cable" and directional arrows on each cable marking slab. The letters shall be approximately 4 inches (100 mm) high and 3 inches (75 mm) wide, with width of stroke 1/2 inch (12 mm) and 1/4 inch (6 mm) deep. The location of each underground cable connection, except at lighting units or insulating transformers, shall be marked by a concrete marker slab placed above the connection. The Contractor shall impress the word "splice" on each slab. He also shall impress additional circuit identification symbols on each slab if so desired by the Engineer. L-108-3.8 SPLICING Connections of the type shown in the plans shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: a. Cast Splices. These shall be made by using crimp connectors for jointing conductors. Molds shall be assembled, and the compound shall be mixed and poured in accordance with manufacturer's instructions and to the satisfaction of the Engineer. b. Vulcanized Splices. These shall be made by using crimp connectors for joining conductors. The splice shall be made, using compounds furnished by the manufacturer, in accordance with his/her instructions and to the satisfaction of the Engineer. C. Field Attached Plus -in Splices. These shall be assembled in accordance with manufacturer's instructions. These splices shall be made by plugging directly into mating connectors. In all cases the joint where the connectors come together shall be wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1 1/2 inches (37 mm) on each side of the joint. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-5 d. Factory Molded Plug-in Splices. These shall be made by plugging directly into mating connectors. In all cases, the joint where the connectors come together shall be wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1 1/2 inches (37 mm) on each side of the joint. e. Taped Splices. A taped splice shall be made in the following manner: Bring the cables to their final position and cut so that the conductors will butt. Remove insulation and jacket allowing for bare conductor of proper length to fit compression sleeve connector with 1/4 inch (6 mm) of bare conductor on each side of the connector. Use a sharp knife to pencil insulation and jacket at approximately the same angle as a pencil point. Care must be taken to avoid nicking or injuring the conductor during removal of insulation or penciling. Do not use emery paper on splicing operation since it contains metallic particles. The copper conductors shall be thoroughly cleaned. Join the conductors by inserting them equidistant into the compression connection sleeve. Crimp conductors firmly in place with crimping tool that requires a complete crimp before tool can be removed. Test the crimped connection by pulling on the cable. Scrape the insulation to assure that the entire surface over which the tape will be applied (plus 3 inches (75 mm) on each end) is clean. After scraping wipe the entire area with a clean lint -free cloth. Do not use solvents. Apply high voltage rubber tape one-half lapped over bare conductor. This tape should be tensioned as recommended by the manufacturer. Voids in the connector area may be eliminated by highly elongating the tape stretching it just short of its breaking point. Throughout the rest of the splice less tension should be used. Always attempt to exactly half -lap to produce a uniform buildup. Continue buildup to 1 1/2 times cable diameter over the body of the splice with ends tapered a distance of approximately 1 inch (25 mm) over the original jacket. Cover rubber tape with two layers of vinyl pressure sensitive tape one-half lapped. Do not use glyptol or lacquer over vinyl tape as they react as solvents to the tape. No further cable covering or splice boxes are required. If shielded cable is to be spliced, prepare cable as for a regular taped splice, except that the neoprene jacket shall be removed a distance not less than 5 inches (125 mm) from the beginning of the penciled portion. Carefully unwrap the shielding tape from that portion where jacket has been removed and cut off so that it extends about 1 inch (25 mm) from end of the jacket. Proceed with the taped splice as described above and tape up to 1/4 inch (6 mm) from the shield on both ends. Build up rubber tape to a thickness equal to the insulation thickness or 5/16 inch (9 mm) over connector. Next wrap one-half lapped layer of semiconducting tape (Scotch No. 13 Semiconducting Tape, or equal) over splicing tape and 1/4 inch (6 mm) onto the shielding tape. Wrap a fine, flat shielding braid one-half lapped over the splice extending 1/2 inch (12 mm) onto the metallic shielding. Solder ends of braid to metallic shielding tape. A bonding wire, (Minimum No. 14 Stranded Copper) equal to the current carrying capacity of the metallic shield, should have the individual strands wrapped around the metallic shield at both ends of the splice. These strands should be tack soldered to the shield in several places. The cable sheath should be replaced by wrapping with two one-half lapped layers of vinyl Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-6 tape extending 2 inches (50 mm) onto the cable jacket. The above described splice is for a straight -through splice with continuity of shielding. L-108-3.9 BARE COUNTERPOISE WIRE INSTALLATION AND GROUNDING FOR LIGHTNING PROTECTION. If shown in the plans or specified in job specifications, a stranded bare copper wire, No. 8 AWG minimum size, shall be installed for lightning protection of the underground cables. The bare counterpoise wire shall be installed in the same trench for the entire length of the insulated cables it is designed to protect, and shall be placed at a distance of approximately 4 inches (100 mm) from the insulated cable. The counterpoise wire shall be securely attached to each light fixture base, or mounting stake. The counterpoise wire shall also be securely attached to copper or copper clad ground rods installed not more than 1,000 feet (300 m) apart around the entire circuit. The ground rods shall be of the length and diameter specified in the plans, but in no case shall they be less than 8 feet (240 cm) long nor less than 5/8 inch (15 mm) in diameter. The counterpoise system shall terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment grounding system. The connections shall be made as shown in the project plans and specifications. L-108-3.10 TESTING. The Contractor shall furnish all necessary equipment and appliances for testing the underground cable circuits after installation. The Contractor shall test and demonstrate to the satisfaction of the Engineer the following: a. That all lighting power and control circuits are continuous and free from short circuits. b. That all circuits are free from unspecified grounds. C. That the insulation resistance to ground of all nongrounded series circuits is not less than 50 megohms. d. That the insulation resistance to ground of all nongrounded conductors of multiple circuits is not less than 50 megohms. e. That all circuits are properly connected in accordance with applicable wiring diagrams. That all circuits are operable. Tests shall be conducted that include operating each control not less than 10 times and the continuous operation of each lighting and power circuit for not less than 1/2 hour. L-108-4 METHOD OF MEASUREMENT L-108-4.1 Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-7 Trenching shall be measured by the linear feet (meters) of trench, including the excavation, backfill, and reconditioning, completed, measured as excavated, and accepted as satisfactory. When specified in the proposal, separate measurement shall be made for trenches of various specified widths. L-108-4.2 Cable or counterpoise wire installed in trench shall be measured by the number of linear feet of cable or counterpoise wire installed in trenches, ready for operation, and accepted as satisfactory. Separate measurement shall be made for each cable or counterpoise wire installed in trench. L-108-4.3 Cable or counterpoise wire installed in duct or conduit shall be measured by the number of linear feet measured in place, completed, ready for operation, and accepted as satisfactory. Separate measurement shall be made for each cable or counterpoise wire installed in duct or conduit. L-108-5 BASIS OF PAYMENT L-108-5.1 Payment will be made at the contract unit price for trenching cable and bare counterpoise wire installed in trench or duct in place by the Contractor and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item. Payment will be made under: Item L-108-1 Hand excavate Minimum of 8" W x 28"D in Earth. Includes excavation, backfill and sod repair, labor and etc. complete in place.- Price per Linear Foot Item L-108-2 Hand excavate Minimum of 18"W x 36"D in Earth. Includes excavation, backfill and sod repair, labor and etc. complete in place.- Price per Linear Foot Item L-108-3 #8, SKV, 1/C, L-824 Conductor Installed in new conduit, junction boxes, and fixtures. Includes all installation, splice kits, identification, labor and etc. complete in place - Price per Linear Foot Item L-108-4 #6, Bare Counterpoise Conductor Installed in trench. Includes All installation, splice kits and connection to ground rods, labor and etc. complete in Place. - Price per linear foot Item L-108-5 #8, Insulated 3CIHW Conductor Installed in conduit Includes All Sebastian Municipal Airport R/W 4-22 Medium Intensity RAV Edge Lighting L�I�Y•?'3:3 installation, labor splice lits and etc. complete in Place. —Price per linear foot Item L-108-6 3/4" x 10' Ground Rod Connected to Counterpoise every 500' Includes All Splice Kits in Place. - Price per Each L-108-6. MATERIAL REQUIREMENTS AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-26 Specification for L-823 Plug and Receptacle Cable Connectors Fed. Spec.J-C-30 Cable and Wire, Electrical Power, Fixed Installation HH -I-595 Insulation Tape, Electrical, Pressure Sensitive Adhesive, Plastic, for Low TemperatureApplication ASTM B 3 Soft or Annealed Copper Wire ASTM B 8 Concentric -Lay -Stranded Copper Conductor, Hard, Medium Hard, or Soft MIL -I-3825 Insulation Tape, Electrical, Self -Fusing, For Use in Electronics, Communications, and Allied Equipment MIL -I-7798 Insulation Tape, Electrical, Pressure Sensitive Adhesive, Plastic Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-108-9 ITEM L-109 INSTALLATION OF AIRPORT TRANSFORMER VAULT AND VAULT EQUIPMENT L-109-1 DESCRIPTION L-109-1.1 This item shall consist of constructing an airport transformer vault in accordance with the design and dimensions shown in the plans. This work shall also include the installation of conduits in floor and foundation, painting and lighting of the vault, and the furnishing of all incidentals necessary to produce a completed unit. Included as a separate part under this item shall be the furnishing of all vault equipment, wiring, electrical buses, cable, conduit, potheads, and grounding systems. This work shall also include the painting of equipment and conduit; the marking and labeling of equipment and the labeling or tagging of wires; the testing of the installation; and the furnishing of all incidentals necessary to place it in operating condition as a completed unit to the satisfaction of the Engineer. L-109-2 EQUIPMENT AND MATERIALS L-109-2.1 GENERAL. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall have the prior approval of the FAA, and are listed in Advisory Circular (AC) 150/5345-1, Approved Airport Equipment. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when requested by the Engineer. VAULT L-109-2.2 PRECAST VAULT BUILDING The precast vault building shall be steel reinforced precast concrete, conforming to the dimensions shown on the plans. Exterior finish shall be stucco, color as selected by the Owner/Engineer. Roof shall be constructed of post -tensioned concrete with a 1 -inch slope and a %2 inch overhang on all sides. Roof shall provide waterproof construction. Floor shall be constructed of post - tensioned concrete. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-1 The precast vault building shall have double metal doors. Doors shall be 6' x `8" x 1 3/4", 18 ga. Steel, with tamper proof hinges, dead bolt lock, and aluminum threshold. Doors shall be metal clad fireproof Class A doors conforming to requirements of the National Electric Code and local electrical codes. Building shall be provided with openings in sidewalls for air conditioner. The air conditioner shall be complete with wall mounting brackets. Precast vault building shall meet or exceed all requirements as stated in the latest edition of the CODE OF ORDINANCES, City of SEBASTIAN, FLORIDA, and the Standard Building Code, (Southern Building Code Congress International, Inc.). Submit complete shop drawings with elevations for Engineer's review. L-109-2.3 CONCRETE BLOCK VAULT BUILDING Contractor may substitute a concrete block or cast -in place vault building in lieu of a precast building. This building shall conform to the dimensions shown on the plans. The vault building shall meet or exceed all requirements as stated in the latest edition of the CODE OF ORDINANCES, City of SEBASTIAN, FLORIDA, and the Standard Building Code, (Southern Building Code Congress International, Inc.). Submit complete signed and sealed structural shop drawings with elevations for Engineer's review. L-109-2.4 CONCRETE AND REINFORCING STEEL The concrete for the vault shall be proportioned, placed, and cured in accordance with ASTM A- 615, Grade 60. The minimum compressive strength shall be 3500 psi. Reinforcing steel bars shall be intermediate or structural grade deformed type bars and shall meet the requirements of ASTM A 615. Welded wire reinforcing shall conform to the requirements the requirements of ASTM A-185. Anchor bolts shall meet the requirements of ASTM A-576, Grades 1025 to 1-55 inclusive, and shall be hot -dipped galvanized full length in accordandce with ASTM A-153. L-109-2.5 CONCRETE MASONRY UNITS Units shall conform to ASTM C 90 Grade N. Minimum prism strength fm =1,350 psi in 28 days. Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting L-109-2 L-109-2.6 ASBESTOS CEMENT DUCT Asbestos cement duct and fittings shall be in accordance with Fed. Spec. W -C-571. L-109-2.7 FIBER CONDUIT. Fiber conduit and fittings shall be in accordance with Fed. Spec. W -C-581. L-109-2.8 RIGID STEEL CONDUIT. Rigid steel conduit and fittings shall be in accordance with Fed. Spec. WW -C-5 8 1. L-109-2.9 OUTLETS Convenience outlets shall be heavy duty duplex units designed for industrial service. L-109-2.10 SWITCHES Vault or metal housing light switches shall be single pole switches. L-109-2.11 FLOOR DRAINS The floor drains shall be similar to Type Z -798-A (or equal) as manufactured by A.A. Zum Manufacturing Company. a. Red lead priming paint for ungalvanized metal surfaces, and the mixing thereof, shall conform to the 97% grade specified in ASTM D 83. The red lead shall be finnished in paste form and delivered to the job in the original unbroken packages bearing the maker's name and brand. b. White paint for body and finish coats on metal and wood surfaces shall be ready mixed paint conforming to Fed. Spec. TT -P-102. C. Priming paint for wood surfaces shall be mixed on the job by thinning the above specified white paint by adding 1/2 pint (0.06 liter) of raw linseed oil to each gallon (liter). d. Paint for the floor, ceiling, and inside walls shall be in accordance with Fed. Spec. TT -E-487. Walls and ceiling shall be light gray and the floor shall be medium gray. Sebastian Municipal Airport R/W 4-22 Medium Intensity RIW Edge Lighting 16111-W e. The roof coating shall be hot asphalt material in accordance with Fed. Spec. SS -A-694. L-109-2.13 HIGH VOLTAGE BUS. High voltage bus shall be standard weight 3/8 inch (9 mm) IPS copper tubing or it may be insulated copper cable of the size and voltage rating specified. L-109-2.14 BUS CONNECTORS. Connectors shall be similar to Bumdy Type NT (or equal) for copper tubing. Connectors for insulated bus cable shall be of the proper size and type for the service intended. L-109-2.15 BUS SUPPORTS. Bus supports shall be similar to Westinghouse No. 527892 (or equal), insulated for 7,500 volts, single clamp type for 2 bolt flat mounting. L-109-2.16 GROUND BUS. Ground bus shall be 1/8 x 3/4 inch (3 x 18 mm) copper bus bar. L-109-2.17 SQUARE DUCT. Duct shall be square similar to that manufactured by the Square D Company (or equal), or the Trumbull Electric Manufacturing Company (or equal). The entire front of the duct on each section shall consist of hinged or removable cover for ready access to the interior. The cross-section of the duct shall be not less than 4 x 4 inches except where otherwise shown in the plans. L-109-2.18 GROUND RODS. Ground rods shall be copper or copper clad of the length and diameter specified in the plans. L-109-2.19 POTHEADS. Potheads shall be similar to G&W Type N, Shape C (or equal), unless otherwise specified. Potheads shall be fiunished with plain insulator bushings and conduit couplings. Potheads shall have a rating not less than the circuit voltage. L-109-2.20 FAA APPROVED EQUIPMENT. Certain items of airport lighting equipment installed in vaults are covered by individual FAA Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-4 equipment specifications. The specifications are listed below: AC 150/5345-3 Specification for L-821 Panels for Remote Control of Airport Lighting AC 150/5345-7 Specification for L-824 Underground Electrical Cables for Airport Lighting Circuits AC 150/5345-9 Specification for L-854PR Radio Control System. AC 150/5345-10 Specification for Constant Current Regulators and Regulator Monitors. L-109-2.21 OTHER ELECTRICAL EQUIPMENT. Constant current regulators, distribution transformers, oil switches, cutouts, relays, terminal blocks, transfer relays, circuit breakers, and all other regularly used commercial items of electrical equipment not covered by FAA equipment specifications shall conform to the applicable rulings and standards of the Institute of Electrical and Electronic Engineers or the National Electrical Manufacturers Association. When specified, test reports from a testing laboratory indicating that the equipment meets the specifications shall be supplied. In all cases, equipment shall be new and a first -grade product. This equipment shall be supplied in the quantities required for the specific project and shall incorporate the electrical and mechanical characteristics specified in the proposal and plans. L-109-2.22 WIRE. Wire in conduit rated up to 5,000 volts shall conform to AC 150/5345-7, Specification for L-824 Underground Electrical Cables for Airport Lighting Circuits, for rubber insulated neoprene covered wire, or Fed. Spec. J -C-30, Type RHW, for rubber insulated fibrous covered wire. For ratings up to 600 volts, thermoplastic wire conforming to Fed. Spec. J -C-30, Types TW, THW, and THWN, shall be used. The wires shall be of the type, size, number of conductors, and voltage shown in the plans or in the proposal. a. Control Circuits. Wire shall be not less than No. 12 AWG and shall be insulated for 600 volts. If telephone control cable is specified, No. 19 AWG telephone cable conforming to the United States Department of Agriculture, Rural Electrification Administration (REA) Bulletin 345-14 shall be used. b. Power Circuits. (1) 600 volts maximum - Wire shall be No. 6 AWG or larger and insulated for at least 600 volts. Sebastian Municipal Airport R/W 4-22 Medium Intensity RAV Edge Lighting L-109-5 (2) 3,000 volts maximum - Wire shall be No. 6 AWG or larger and insulated for at least 3,000 volts. (3) Over 3,000 volts - Wire shall be No. 6 AWG or larger and insulated for at least the circuit voltage. L-109-2.23 LIGHTING. Vault or metal housing light fixtures shall be of a vaporproof type. I :11,1671 YTiIM I A r,.0) icy X-115-1 1 0101" 1101MI7A111lam L-109-3.1 GENERAL. The Contractor shall construct the precast transformer vault at the location indicated in the plans.. The floor details, installation methods, and equipment placement are shown in the plans. The Contractor shall clear, grade, and seed the area around the vault or metal housing for a minimum distance of 10 feet on all sides. The slope shall be a minimum of 4 percent away from the vault in all directions. L-109-3.2 FLOOR. The floor shall be reinforced concrete as shown in the drawings. When present, all sod, roots, refuse, and other perishable material shall be removed from the area under the floor to a depth of 8 inches (200 mm), unless a greater depth is specified in the invitation for bids. This area shall be backfilled with materials consisting of sand, cinders, gravel, or stone. Fill shall be placed in layers not to exceed 6 inches and shall be thoroughly compacted by tamping or rolling. a. Floors shall be screeded to the established grades and shall be level with a tolerance of 1/8 -inch when checked with a 12 foot straight edge, except where drains occur, in which case floors shall be pitched. b. After the above procedure is accomplished, floors and slabs for particular conditions shall be completed as scheduled in the following manner: (1) Broomed Finish - Hand wood float maintaining the surface tolerance and then broom with a stiff bristle broom to provide a non -slip finish as approved, (2) Curing - After the finishing operations have been completed and as soon Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-6 as the concrete had hardened sufficiently, the upper surfaces of all concrete members shall be covered either with layers of wet burlap, or with cotton mats. (3) Continuous Moisture Method - Under this method the members shall be kept continuously moist for a period of at least 72 hours after casting, by means of the wet burlap or cotton mats. If side forms are removed during this curing period, the burlap or cotton mats shall be extended so as to completely shield the side or the member. L-109-3.3 CONDUITS IN FLOOR AND FOUNDATION. Conduits shall be installed in the floor and through the foundation walls in accordance with the details shown in the plans. All underground conduit shall be painted with a bituminous compound. Conduit shall be installed with a coupling or metal conduit adapter flush with the top of the floor. All incoming conduit shall be closed with a pipe plug to prevent the entrance of foreign material during construction. Space conduit entrances shall be left closed. L-109-3.4 PAINTING. a. Interior Walls - Interior exposed masonry walls and ceiling of the work, switchgear generator room, shall receive one coat modified epoxy polyamide masonry filler (60-80 square feet per gallon) followed by two coats of Tnemec's color hi -build epoxolint (3 mils per coat) or an approved equal. b. Floors and Slabs - Floors and slabs shall be screeded to the established grades and shall be level with a tolerance of 1/8 -inch when checked with a 12 foot straightedge. After the above procedure has been accomplished, the floors of the work and switchgear rooms shall receive a broomed finish. Hand wood float maintaining the surface tolerance and then broom with a stiff bristle broom in preparation to receive a first coat of paint. The first coat of point shall have clean graded sand broadcast into it to provide a non -slip finish, followed by one finish coat (3 mils per coat). Paint shall be manufactured by Tnemic Company, Inc,. or equal, with surface preparation, mixing, and application per manufacturer's written specifications. Interior containment structure and floor generator room shall receive one prime coat RLP -2070 as manufactured by Morton International or an approved equal, followed by the compatible finish coat of a chemical -resistant elastomeric paint Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-7 by the same manufacturer. Additional surface preparation, mixing, and application per manufacturer's written specifications. C. Color. - Interior wall and ceiling shall be off white. Exterior walls shall be off white. Floor slab of the vault and interior walls and floor of containment structure shall be medium grey. L-109-3.5 LIGHTS AND SWITCHES. The Contractor shall famish and install a minimum of two duplex convenience outlets in the vault room. Where a control room is specified, at least two duplex outlets shall be installed. INSTALLATION OF EQUIPMENT IN VAULT L-109-3.6 GENERAL. The Contractor shall fiunish, install, and connect all equipment, equipment accessories, conduit, cables, wires, buses, grounds, and support necessary to insure a complete and operable electrical distribution center for the airport lighting system as specified herein and shown in the plans. When specified, an emergency power supply and transfer switch shall be provided and installed. The equipment installation and mounting shall comply with the requirements of the National Electrical Code and local code agency having jurisdiction. L-109-3.7 POWER SUPPLY EQUIPMENT. Transformers, regulators, booster transformers, and other power supply equipment items shall be furnished and installed at the location shown in the plans or as directed by the Engineer. The power supply equipment shall be set on steel "H" sections, "I" beams, channels, or concrete blocks to provide a minimum space of 1 1/2 inches (37 mm) between the equipment and the floor. If specified in the plans and specifications, equipment for an alternate power source or an emergency power generator shall be furnished and installed. The alternate power supply installation shall include all equipment, accessories, an automatic changeover switch, and all necessary wiring and connections. The emergency power generator set shall be the size and type specified under item W-108. L-109-3.8 SWITCHGEAR AND PANELS. Busways, safety switches, relays, transfer switches, panels, panel boards, and other similar items Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-8 shall be furnished and installed at the location shown in the plans or as directed by the Engineer. Wall or ceiling mounted items shall be attached to the wall or ceiling with galvanized bolts of not less than 3/8 inch diameter engaging metal expansion shields or anchors in masonry or concrete vaults. L-109-3.9 DUCT AND CONDUIT. The Contractor shall furnish and install square type exposed metallic ducts with hinged covers for the control circuits in the vault. These shall be mounted along the walls behind all floor mounted equipment and immediately below all wall mounted equipment. The hinged covers shall be placed to open from the front side with the hinges at the front bottom. Wall brackets for square ducts shall be installed at all joints 2 feet or more apart with intermediate brackets as specified. Conduit shall be used between square ducts and equipment or between different items of equipment when the equipment is designed for conduit connection. When the equipment is not designed for conduit connection, conductors shall enter the square type control duct through insulating bushings in the duct or on the conduit risers. L-109-3.10 CABLE ENTRANCE AND HIGH VOLTAGE BUS SYSTEM Incoming underground cable from field circuits and supply circuits will be installed outside the walls of the transformer vault as a separate item under Item L-108. The Contractor installing the vault equipment shall bring the cables from the trench or duct through the entrance conduits into the vault and make the necessary electrical connections. L Giacllii �`J' !_.I oc" Y L2 K The Contractor shall make all necessary electrical connections in the vault in accordance with the wiring diagrams famished and as directed by the Engineer. In wiring to the terminal blocks, the Contractor shall leave sufficient extra length on each control lead to make future changes in connections at the terminal block. This shall be accomplished by running each control lead the longest way around the box to the proper terminal. Leads shall be neatly laced in place. i ' lliiu�:i;ii►i�l/:\:) �Ifi►`[a; All equipment, control wires, terminal blocks, etc., shall be tagged, marked, or labeled as specified below: a. Wire Identification. The Contractor shall furnish and install self -sticking wire labels or identifying tags on all control wires at the point where they connect to the control equipment or to the terminal blocks. Wire labels, if used, shall be of the self -sticking preprinted type and of the manufacturer's recommended size for the wire involved. Identification markings designated in the plans shall be Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-9 followed. Tags, if used, shall be of fiber not less than 3/4 inch (13 mm) in diameter and not less than 1/32 inch (1 mm) thick. Identification markings designated in the plans shall be stamped on tags by means of small tool dies. Each tag shall be securely tied to the proper wire by a nonmetallic cord. b. Labels. The Contractor shall stencil identifying labels on the cases of regulators, breakers, and distribution and control relay cases with white oil paint as designated by the Engineer. The letters and numerals shall be not less than 1 inch (25 mm) in height and shall be of proportionate width. The Contractor shall also mark the correct circuit designations in accordance with the wiring diagram on the terminal marking strips which are a part of each terminal block. 11611i3MWOV-1-3I I Ci7Z87amu'I :�Yfl��uIDQ0i L-109-4.1 The quantity of vaults to be paid for under this item shall consist of the number of vaults constructed in place and accepted as a complete unit. L-109-4.2 The quantity of vault equipment to be paid for under this item shall consist of all equipment installed, connected, and accepted as a complete unit ready for operation. L-109-5. BASIS OF PAYMENT L-109-5.1 Payment will be made at the contract unit price for each completed and accepted vault equipment installation. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item L-109-1 New L-828, 15kW Ferroresonant Constant Current Regulator, 240V, 3 Step, Includes all Breakers, Power and Control Wiring, Conduits, Junction boxes, Splice Kits, Labor, Coordination, and all necessary Items for a Complete Working System in Place. — Price per Each Item L-109-2 Airfield Electrical System complete in place. Includes meter, main breaker, TVSS, panelboard, conductors, conduits, flexible conduits, wireways, grounding, grounding system, ground rods, Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-10 lighting contactors, transformers, bus bar, interior vault lights, exterior vault lights receptacles, junction cans, switches. connectors, identification, photocell, installation, labor, and etc. for a complete working system in place. - Price per Lump Sum. Item L-109-3 Demolition of existing airfield electrical system. Includes removal and disposal of old regulator, removal of conductors entering hanger, removal of existing radio control system, labor and etc. — Price per Lump Sum Item L-109-4 Airfield lighting control system. Includes installation, L-841 transfer relay panel, L-854 radio controller, Time clock, power, control wiring, conduits, grounding, antennae, breakers, testing, terminations, identification, as-builts, training, labor, and etc. complete in place. —Price per Lump Sum Item L-109-5 Precast Airfield Vault Building —Price per Lump Sum L-109-6. MATERIAL REQUIREMENTS Fed. Spec. J -C-30 Cable and Wire, Electrical (Power, Fixed Installation) Fed. Spec. SS -A-694 Roof Coating: Asphalt, Brushing Consistency Fed. Spec.W-C-571 Conduit and Fittings, Nonmetal, Rigid; (Asbestos -Cement or fire -Clay Cement), (For Electrical Purposes) AC 150/5340-9 Prefabricated Metal Housing for Electrical Equipment AC 150/5345-3 Specification for L-821 Airport Lighting Panel for Remote Control of Airport Lighting AC 150/5345-5 Circuit Selector Switch AC 150/5345-7 Specification for L-824 Underground Electrical Cables for Airport Lighting Circuits. AC 150/5345 Specification for L-854PR Radio Control System AC 150/5345-10 Specification for Constant Current Regulators and Regulator Monitors AC 150/5345-13A Specification for L-841 Auxiliary Relay Cabinet Assembly for Pilot Control of Airport Lighting Circuits ASTM A 615 Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement ASTM C 62 Specification for Building Brick (Solid Masonry Units Made from Clay or Shale) Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-109-11 ASTM D 83 Red Lead Pigment REA BULLETIN 345-14 REA Specification for Fully Color Coded, Polyethylene Insulated, Double Polyethylene Jacketed Telephone Cables for Direct Burial Sebastian Municipal Airport RIW 4-22 Medium Intensity R/W Edge Lighting L-109-12 ITEM L-110 INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT L-110-1. DESCRIPTION L-110-1.1 This item shall consist of underground electrical ducts installed in accordance with this specification at the locations and in accordance with the dimensions, designs, and details shown in the plans. This item shall include the installation of all underground electrical ducts or underground conduits. It shall also include all trenching, backfilling, removal, and restoration of any paved areas; manholes, concrete encasement, mandreling installation of steel drag wires and duct markers, capping, and the testing of the installation as a completed duct system ready for installation of cables, to the satisfaction of the Engineer. L-110-2. EQUIPMENT AND MATERIALS L-110-2.1 GENERAL. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when so requested by the Engineer. L-110-2.2 BITUMINOUS FIBER DUCT. Bituminous fiber duct and fittings shall conform to the requirements of Underwriters Laboratories Standard 543. a. Type I, for concrete encasement. b. Type II, for direct burial. L-110-2.3 ASBESTOS CEMENT DUCT. Asbestos cement duct and fittings shall conform to the requirements of Fed. Spec. W -C-571 and shall be one of the following, as specified in the proposal: a. Type I, for concrete encasement. b. Type II, for direct burial. L-110-2.4 STEEL CONDUIT. Rigid steel conduit and fittings shall conform to the requirements of Underwriters Laboratories Sebastian Municipal Airport R/W 4-22 Medium Intensity RIW Edge Lighting L-110-1 Standard 6, 514, and 1242. L-110-2.5 CONCRETE. Concrete shall conform to Item P-610, Structural Portland Cement Concrete, using 1 inch (25 mm) maximum size coarse aggregate. L-110-2.6 PLASTIC CONDUIT. Plastic conduit and fittings shall conform to the requirements of Fed. Spec. W -C-1094. All conduits shall be Schedule 40 PVC for both direct burial and encasement. 110-3. CONSTRUCTION METHODS L-110-3.1 GENERAL. The Contractor shall install underground ducts at the approximate locations indicated in the airport layout plans. The Engineer shall indicate specific locations as the work progresses. Ducts shall be of the size, material, and type indicated in the plans or specifications. Where no size is indicated in the plans or specifications, the ducts shall be not less than 3 inches (75 mm) inside diameter. All duct lines shall be laid so as to grade toward handholes, manholes and duct ends for drainage. Grades shall be at least 3 inches (75 mm) per 100 feet (30 m). On runs where it is not practicable to maintain the grade all one way, the duct lines shall be graded from the center in both directions toward manholes, handholes, or duct ends. Pockets or traps where moisture may accumulate shall be avoided. The Contractor shall mandrel each duct. An iron shod mandrel, not more than 1/4 inch (6 mm) smaller than the bore of the duct shall be pushed through each duct by means of jointed conduit rods. The mandrel shall have a leather or rubber gasket slightly larger than the duct hole. All ducts installed shall be provided with a No. 10 gauge galvanized iron or steel drag wire for pulling the permanent wiring. Sufficient length shall be left in manholes or handholes to bend the drag wire back to prevent it from slipping back into the duct. Where spare ducts are installed, as indicated on the plans, the open ends shall be plugged with removable tapered plugs, designed by the duct manufacturers, or with hardwood plugs conforming accurately to the shape of the duct and having the larger end of the plug at least 1/4 inch (6 mm) greater in diameter than the duct. All ducts shall be securely fastened in place during construction and progress of the work and shall be plugged to prevent seepage of grout, water, or dirt. Any duct section having a defective joint shall not be installed. All ducts, except steel conduit, installed under runways, taxiways, aprons, and other paved areas shall be encased in a concrete envelope. Where turf is well established and the sod can be removed, it shall be carefully stripped and Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-110-2 properly stored. Trenches for ducts may be excavated manually or with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of road patrols or graders shall not be used to excavate the trench. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All excavation shall be unclassified. L-110-3.2 DUCTS ENCASED IN CONCRETE. Unless otherwise shown in the plans, concrete encased ducts shall be installed so that the top of the concrete envelope is not less than 18 inches (45 cm) below the finished subgrade where installed under runways, taxiways, aprons, or other paved areas, and not less than 18 inches (45 cm) below finished grade where installed in unpaved areas. Ducts under paved areas shall extend at least 3 feet (90 cm) beyond the edges of the pavement or 3 feet (90 cm) beyond any underdrains which may be installed alongside the paved area. Trenches for concrete encased ducts shall be opened the complete length before concrete is laid so that if any obstructions are encountered, proper provisions can be made to avoid them. All ducts for concrete encasements shall be placed on a layer of concrete not less than 3 inches (75 mm) thick prior to its initial set. Where two or more ducts are encased in concrete, the Contractor shall space them not less than 1 1/2 inches (37 mm) apart (measured from outside wall to outside wall) using spacers applicable to the type of duct. As the duct laying progresses, concrete not less than 3 inches (75 mm) thick shall be placed around the sides and top of the duct bank. End bells or couplings shall be installed flush with the concrete encasement where required. When specified, the Contractor shall reinforce the bottom side and top of encasements with steel reinforcing mesh or fabric or other approved metal reinforcement. When directed, the Contractor shall supply additional supports where the ground is soft and boggy, where ducts cross under roadways, or where otherwise shown on the plans. Under such conditions, the complete duct structure shall be supported on reinforced concrete footings, piers, or piles located at approximately 5 foot (150 cm) intervals. When clay or soapstone ducts are specified, they shall be installed with concrete encasement as described above. Clay conduit shall be of the single bore type. Where the self -centering socket joint type of single clay duct is used, conduit shall be built up, tier by tier, and separated only by sufficient mortar or fine aggregate concrete to bed the ducts evenly and fill all voids between ducts. Single ducts shall be jointed together and the joints grouted with portland cement mortar. A suitable gasket (of rubber or other approved material) shall first be placed in the receptacle end of the duct, prior to the joining operation, in order to exclude all mortar from the duct. Where the square bore butt joint type of clay duct, single or multicell, is used, sections shall be aligned with at least four steel dowel pins and joints wrapped with duct tape 6 inches (150 mm) wide and lapped 6 inches (150 mm). All joints in a bank of single bore ducts shall be staggered, beginning evenly from the manhole or handhole, by means of short lengths 6, 8, 9, 12, and 15 inches (150, 200, 230, 300, 380 mm) long. Cement mortar shall be trowled around each and Sebastian Municipal Aitport RAV 4-22 Medium Intensity RAV Edge Lighting L-110-3 every joint. Voids in the duct bank, caused by the external shape of the corners of the conduit, shall also be filled with mortar. The joining and joints of soapstone duct shall be done in accordance with the manufacturer's recommendations. L-110-3.3 DUCTS WITHOUT CONCRETE ENCASEMENT. Trenches for single duct lines shall be not less than 6 inches (150 mm) nor more than 12 inches (300 mm) wide, and the trench for 2 or more ducts installed at the same level shall be proportionately wider. Trench bottoms for ducts without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the duct along its entire length. A layer of fine earth material, at least 4 inches (100 mm) thick (loose measurement) shall be placed in the bottom of the trench as bedding for the duct. The bedding material shall consist of soft dirt, sand or other fine fill, and it shall contain no particles that would be retained on a 1/4 inch (6 mm) sieve. The bedding material shall be tamped until firm. Unless otherwise shown in plans, ducts for direct burial shall be installed so that the tops of all ducts are at least 18 inches (45 cm) below the finished grade. When two or more ducts are installed in the same trench without concrete encasement, they shall be spaced not less than 2 inches (50 mm) apart (measured from outside wall to outside wall) in a horizontal direction and not less than 6 inches (150 mm) apart in a vertical direction. Trenches shall be opened the complete length before duct is installed so that if any obstructions are encountered, proper provisions can be made to avoid them. L-110-3.4 DUCT MARKERS. The location of the ends of all ducts shall be marked by a concrete slab marker 2 feet (60 cm) square and 4 inches (100 mm) thick extending approximately 1 inch (25 mm) above the surface. The markers shall be located above the ends of all ducts or duct banks, except where ducts terminate in a handhole, manhole, or building. The Contractor shall impress the word "duct' on each marker slab. He shall also impress on the slab the number and size of ducts beneath the marker. The letters shall be 4 inches (100 mm) high and 3 inches (75 mm) wide with width of stroke 1/2 inch (12 mm) and 1/4 inch (6 mm) deep or as large as the available space permits. L-110-3.5 BACKFILLING. After concrete encased ducts have been properly installed and the concrete has had time to set, the trench shall be backfilled in at least two layers with excavated material not larger than 4 inches (100 mm) in diameter and thoroughly tamped and compacted to at least the density of the surrounding undisturbed soil. If necessary to obtain the desired compaction, the backfill material shall be moistened or aerated as required. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-110-4 Trenches shall not be excessively wet and shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface: except that, when sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of in accordance with instructions issued by the Engineer. For ducts without concrete envelope, 8 inches (200 cm) of sand, soft earth, or other fine fill (loose measurement) shall be placed around the ducts and carefully tamped around and over them with hand tampers. The remaining trench may be filled with regular run of excavated material and thoroughly tamped as specified above. L-110-3.6 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the trenching, storing of dirt, cable laying, pad construction and other work shall be restored to its original condition. The restoration shall include any necessary topsoiling, fertilizing, liming, seeding, sprigging, or mulching. All such work shall be performed in accordance with the FAA Standard Turfing Specifications. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. 110-4. METHOD OF MEASUREMENT 4.1 The quantity of underground duct to be paid for under this item shall be the number of linear feet (meter) of duct installed, measured in place, completed, and accepted. Separate measurement shall be made for the various types and sizes. 110-5. BASIS OF PAYMENT L-110-5.1 Payment will be made at the contract unit price for each type and size of single way or multiway duct completed and accepted. This price shall be full compensation for famishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item. Payment will be made under: Item L-110-1 New 2" Schedule 40 PVC Conduit Direct Buried in Earth. Includes excavation, conduit, identification, backfill, labor and etc., complete in place. - Price per linear foot Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-110-5 Item L-110-2 New 2" Schedule 40 PVC Conduit Concrete Encased in existing full strength pavement. Includes excavation, sawcut pavement, backfill, conduit, concrete, pavement restoration, identification, labor and etc., complete in place. - Price per linear foot Item L-110-3 Base Bid: 2" Schedule 40 PVC Conduit in existing paved shoulder. Includes excavation, sawcut pavement, backfill with earth to top of counterpoise, conduit, identification, construction debris removal, and labor. Complete in place. —Price per linear foot. Item L-110-4 Alternate 1: Backfill 2" Schedule 40 PVC Conduit in existing paved shoulder with earth and compact to match existing grade, complete in place, including construction debris removal and all labor costs. Item L-110-5 Alternate 2: Backfill 2" Schedule 40 PVC Conduit in existing paved shoulder and patch with 1" of asphalt cold patch, complete in place, including construction debris removal and all labor costs. L-110-6. MATERIAL REQUIREMENTS Fed. Spec. W -C-571 Conduit and Fittings, Nonmetal, Rigid; (Asbestos -Cement or Fire -Clay Cement), (For Electrical Purposes) Fed. Spec. W -C-1094 Conduit and Fittings; Nonmetallic, Rigid,(Plastic) Underwriters Laboratories Standard 6 Rigid Metal Conduit Underwriters Laboratories Fittings for Conduit and Outlet Boxes Standard 514 Underwriters Laboratories Standard 543 Impregnated Fiber Electrical Conduit Underwriters Laboratories Standard 1242Intermediate Metal Conduit Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting L-110-6 ITEM L-125 INSTALLATION OF AIRPORT LIGHTING SYSTEMS PART 1- DESCRIPTION 125-1.1 This item shall consist of airport lighting systems furnished, relocated, installed or modified in accordance with these specifications, and the applicable Advisory Circulars. The systems are to be installed at the locations indicated and in accordance with the dimensions, design, and details shown in the plans. This item shall include the furnishing of all equipment, materials, services, and incidentials necessary to place the systems in operation as completed units to the satisfaction of the Owner. 125-1.2 - REFERENCED MATERIALS Additional details pertaining to a specific system covered in this item are contained in one or more of the Advisory Circulars listed below: L-804 Light, Holding Position Edge (AC 150/5245-46A) L-807 Wind cones, Rigid (AC 150/5345-27C) L-810 Lights, Obstruction (AC 150/5345-43D) L-821 Panel, Airport Lighting Control (AC 150/5343-31)) L-823 Connectors, Cable (AC 150/5345-26B) Change 1 and 2 L-829 regulators, Constant Current, with Monitor (AC 150/5345-10E) L-830 Transformers, Isolation, 60HZ (AC 150/5345-47A) L-850 Lights, Runway, Inpavement (AC 150/5345-46A) L-852 Lights, Taxiway, Inpavement (AC 150/5345-46A) L-853 Markers, Retroflective (AC 150/5345-39B) L-858 Signs, Taxiway Guidance (AC 150/5345-44D) L-861 Lights, Runway & Taxiway Edge Medium Intensity (AC 150/5345-46A) L-862 Lights, Runway Edge, High Intensity (AC 150/5345-46A) L-867 Light Base, Non -Load Bearing (AC 150/5345-42B) L-868 Light Base, Load Bearing( AC 150/5345-42B) L-869 Junction Boxes (AC 150/5345-42B) L-882 Generic Visual Approach Descent Indicator (AC 150/5345-52) L-883 Generic Visual Approach Descent Indicator (AC 150/5345-52) 125-1.3 SUBMITTALS Shop drawings and catalog cuts of each lighting and cable component, indicating FAA approval, shall be submitted for approval and approved prior to ordering any materials for this section. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the Contract Documents. Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting L-125-1 125-1.4 QUALIFICATIONS. The Engineer reserves the right to reject any equipment which, in his opinion, does not meet the system design and the standards and codes specified herein. iPM&-*Wei Dicta)L7\ 9 (a) Airport lighting equipment and materials covered by FAA specifications shall have the prior approval of the Federal Aviation Administration, Airport Services, Washington, D.C. 20591 (b) All other equipment and materials covered by the other referenced specifications shall be subject to acceptance through the manufactures certification of compliance with the applicable specifications. (c) Lists of the equipment and materials required for a particular system are contained in the applicable advisory circulars. (d) Prior to installation, the Contractor shall submit a list of all proposed materials for approval. 125-2.2 LAMP. Lamps shall be of size and type to provide distributions and minimum output requirements of isocandela curves shown for each size in AC 150/5346-46A. 125-2.3 COLORED FILTERS. Colored filters. Or colored lenses., to be used for R/W or T/W lights shall conform to the requirements of the Military Specification MIL- C-250-50 Type I. 125-2.4 ISOLATION TRANSFORMERS Isolation transformers shall be for 20 Amp or 6.6Amp, series lamp(s) (as required) conforming to requirement of Advisory Circular 150/5345-47 CHG. 1. 125-2.5 TAPE. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88, respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an approved equal. 125-2.6 CONCRETE A. Concrete backfill shall meet the requirements of P-610 and shall have a maximum Sebastian Municipal Airport RAV 4-22 Medium Intensity R/W Edge Lighting L-125-2 size course aggregate of/4 inch and shall have a 28 -day comprehensive strength not less than 4,000 PSI. B. CTS Rapidset Concrete 6000 PSI backfill for all cans installed in existing Runway Pavement. 125-2.7 CONDUIT. (a) Rigid steel conduit and fittings shall conform to the requirements of Federal Specifications WW -C-581. (b) Plastic conduit and fittings shall meet the requirements of Federal Specifications W -C-1094, Type II. 125-2.8 CABLE CONNECTIONS. In line connections of underground primary cables shall be of the type called for on he drawings and shall be listed below. (a) The Field Attached Plug-in Splice. Field connections shall be accordance with Figure 3 of AC 150/5345-26B, Specification for L-823 Plug and Receptacle, Cable Connectors, employing connector kits. This splice is approved for field attachment to single conductor cable. The kits shall be manufactured by Amerace Corp., Elastimold Division or approved equal. It shall be the Contractors responsibility to determine the outside diameter of the cable to be spliced and to furnish appropriately sized connector kits and/or adapters. This is especially critical in splicing new cables to existing, where the outside diameter of the two cables may differ. (b) The Factory Molded Plug-in Splice. Specification for L-823 Connectors, Factory Molded to Individual Conductors, are approved. Heat shrinkable kits shall be Raychem Corporation Type APL, or approved equal. 125-2.10 RUNWAY SEMI -FLUSH IN PAVEMENT LIGHT. L -850-A, L -850-B and L -850-C Runway Lighting Fixtures are to be manufactured in accordance with Advisory Circular 150/5345-46 latest edition. (a) The fixture shall be a cast assembly with integral lighting unit and optic assembly. It shall be cable of being placed on both new or existing L-868 lighting bases. 125-2.12 TAXIWAY SEMI -FLUSH IN PAVEMENT LIGHT Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-125-3 L -852-C and L -852-D Taxiway Lighting Fixtures are to be manufactured in accordance with Advisory Circular 150/5345-46 latest edition. (a) The fixture shall be a cast assembly with integral lighting unit and optic assembly. It shall be cable of being placed on both new or existing L-868 lighting bases. 125-2.13 RUNWAY AND TAXIWAY EDGE LIGHTS. L-861 Runway Edge Lights and L-861TQ Taxiway Edge Lights are to be manufactured in accordance with Advisory Circular 150/5345-46 latest edition. (a) The fixture shall be cast aluminum head assembly with a stainless steel encircling clamp band, a heat and shatter resistant lens, and a standard steel mounting column. (b) Lamp shall be quartz. Fixture to be mounted on L -867B base with cover. Cover to be 1 %2" hub. Fixture to have frangible coupling and 1" column of appropriate length. 125-2.14 LIGHT BASES. The light bases shall be steel and shall be L-867 for non -load bearing (edge light installation and L-868 (load bearing) for centerline, MALSR, touchdown zone and semi -flush edge lights. The sizes shall be shown on the contract drawings. The cans shall be manufactured in accordance with Advisory Circular 150/5345-42 latest edition. All can, risers and flange rings shall be hot dipped galvanized. (a) The L-867 bases shall be used for non -load bearing applications and may not be the telescoping type for new installations to allow for asphaltic overlay construction requirements. For existing installations, standard steel riser ring segments shall be used. (b) These rings shall be compatible with the existing base can and lighting fixture to be reset or replaced on base. Stainless steel bolts shall be used for the installation of all fixtures onto the bases. (c) The L-868 bases shall be used for load bearing installations in pavement. The bases shall utilize standard riser rings to adjust the fixture to the proper height subsequent to the overlay. In addition, flange rings with concrete rings shall be compatible with each other and shall be steel. Stainless steel bolts shall be used for the installation of all fixtures onto the bases. 125-2.15 CONNECTORS The connectors for the primary 1/c #8, L-824, SKV, Class C cable and the connectors for the Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-125-4 secondary 600 volt cable shall be L-823 plug type. 125-3. CONSTRUCTION METHODS. 125-3.1 GENERAL. The installation and testing details for the systems shall be as specified in the applicable Advisory Circulars or manufacturers specifications as approved by the Engineer. 125-3.2 PLACING LIGHTS. (a) All new or relocated light fixtures or junction cans shall be installed at the location indicated in the plans or as directed by the Engineer. For runway or taxiway edge lighting systems, installation and installation tolerances, the Contractor shall conform to the FAA Advisory Circular 150/5340-24, latest edition. (b) For runway and taxiway in -pavement lighting systems, installation and installation tolerances, the Contractor shall conform to the FAA Advisory Circular 150/5340-24 and 150/5340-19, latest edition. (c) Bases and Conduit System. Inspection of lighting systems during construction is important. Certain components may not be accessible for corrective action after the final installation. The Engineer shall - Inspect the installed light unit to determine if the equipment has been installed in accordance with the manufacturer's instruction and at the proper elevation. Check the alignment of all units to determine if all lighting fixtures have been installed in accordance with design and installation requirements. Check the fixtures and bases to determine if the securing hardware has been tightened in accordance with the manufacturer's instructions. Visually inspect the lighting fixtures to determine if the lens and channels in front of the lens are clean. The Contractor will be held responsible for all correct leveling, adjustment, and orientation of all lights installed by him/her. After leveling, the Contractor shall adjust the asymmetric lens of each optical system so that the two concentrated beams of light shine up and down the runway or taxiway and are "toed in" symmetrically toward the centerline of runway or taxiway. Final adjustment of asymmetric Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-125-5 lenses shall be made at night, and shall be to the satisfaction of the Engineer. Corrosion -resistant circuit identification tags identifying all circuits shall be affixed to all cables, in accordance with these specifications. Provide slack cable inside the light base and transformer housing to permit connections of the primary leads to the lamp leads with a disconnecting plug and receptacle. The bases for base -mounted light unit shall be installed as shown in the plans, at the specified location. The cable entrance hubs are to be oriented in the proper direction. With the base properly oriented and held at the proper elevation, place concrete is sloped away from the flange portion of the base so that the sloped outer edges of the concrete are the surface grade. Grade elevation shall be as established by the Engineer. Light bases which are too high or too low shall be removed and reset. 125-3.3 WARRANTY The lamp life, as rated by the manufacturer (not the supplier), shall be warranted for the number of hours specified in the manufacturer's submittal. Should 10% of the lamps fail prior to the rated life, the entire system using the failing lamp type shall be relamped at the Contractor's expense, and the warranty time shall start over. 125.3.4 OPERATION AND MAINTENANCE MANUALS The Contractor shall provide a total of five copies of all applicable technical drawings, operating limitations and recommended maintenance procedures for all equipment installed under these specifications. Manuals shall be provided in a three ring binder format and shall be properly tabbed for each specific item. Final payment for any contract amounts shall not be processed without proper submittal of these manuals and approval of the Owner. 1254. METHODS OF MEASUREMENT. 1254.1 GENERAL The quantity of airfield lighting units or base cans to be paid for under this item shall be the number of each type installed, adjusted, removed or replaced, complete in place, ready for operation, and accepted by the Engineer. L-125-5 BASIS OF PAYMENT L-125-5.1 Payment will be made at the contract unit price or lump stun price for each item completed by the contractor and accepted by the engineer. This price shall be full compensation for ftunishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tolls, and incidentals necessary to complete this item. See plans for additional Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-125-6 requirements. Payment will be made under: Item L-125-1 L-861 Medium Intensity Elevated Runway Edge Light, Base Can Mounted installed in existing paved shoulder - Include installation, 3' core drill of shoulder, Base Can, Fixture, Concrete, Isolation Transformer, Splice kits, Connectors, Labor, shoulder pavement restoration, Identification and Etc. — Price per each Item L-125-2 L-861 SE Medium Intensity Elevated Threshold End Light, Base Can Mounted installed in existing paved shoulder - Include excavation, backfill, Base Can, Fixture, Concrete, 3' Core drill of shoulder, shoulder pavement restoration, Isolation Transformer, Splice kits, Connectors, Identification, Labor and Etc. — Price per each Item L-125-3 L-861SE Medium Intensity Elevated Threshold End Light, Base Can Mounted installed in Earth - Include excavation, backfill, Base Can, Fixture, Concrete, Isolation Transformer, Splice kits, Connectors, Identification, Labor and Etc. — Price per each Item L-125-4 L -850C Medium Intensity Flush mount Runway Edge Light installed in existing full strength pavement — Includes excavation, backfill, 3' core drill of pavement, quickset concrete, rebar, L-868 Base Can, Fixture, Concrete, spacers, dam ring, Isolation Transformer, Splice kits, Connectors, Identification, Labor and Etc. — Price per each Item L-125-5 L-867 16" Diameter Junction Box with Cover Complete in place. Includes excavation, base can, ground lugs, concrete, backfill, cover, splice kits, labor and Etc for a complete working system in Place. — Price per Each Item L-125-6 Identification of Cables, Ductbanks, per FAA Specifications. Includes duct markers, cable tags, fixture identification, sign identification Complete in place — Price per Lump Sum Item L-125-7 Remove existing edge lights and deliver to Owner specified location, complete in place. Includes removal, backfill, delivery, labor, and etc. Price per Lump Sum Item L-125-8 12' Lighted Windcone. Includes excavation, concrete base, mast windcone, lighting assembly, grounding, installation, testing, spare lamps, grounding, steel, concrete, identification, labor, backfill, and etc. — Price per Each Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-125-7 Item L-125-9 Windcone power pedestal. Includes excavation, transformers, disconnect switches, uni-strut, receptacle, concrete bases, grounding, concrete, installation, ground rods, lightning rod, testing, terminations, connector kits, splice kits, labor and etc. — Price per lump sum L-125-6. MATERIAL REQUIREMENTS Fed. Spec WW -C-581 Conduit, Metal, Rigid; and Coupling; Elbow; and Nipple, Electrical Conduit: Zinc -Coated. AC150/5340-4 Installation Details for Runway Centerline and Touchdown Zone Lighting Systems.AC150/5340-14B Economy Approach Lighting Aids. AC150/5340-24 Runway and Taxiway Edge Lighting System. Sebastian Municipal Airport R/W 4-22 Medium Intensity R/W Edge Lighting L-125-8 -3633 cpX'.,jEGH TESTING, �N� FAX (9 4) 752-5 FAX (904) 752-5456 ENGINEERING & TESTING • JOB NO: 95-201 LABORATORY DATE: 5-16-95 P. O. Box 1625, Lake City, FL 32056-1625 REPORT OF: Runway Evalution Program PROJECT: Sebastian Municipal Airport, RW 4-22, WPI #4825349 REPORTED TO: Greiner, Inc. 315 E. Robinson Street Suite 245 Orlando, FL 32801 At your direction, our firm has performed a limited soils investigation program on the above airport. These tests were performed at locations selected by your firm. The selection of type and frequency were outlined in your letter. All of the testing was performed in accordance with the appropriate test procedures outlined in ASTM Test Methods. We are attaching a summary of findings, lab and field data, and a copy of the field boring logs. If after reviewing this attached data, there is any additional information needed, please do not hesitate to contact us. Respectfully Submitted CAL -TECH TESTING, INC. � 7 Zinda M. Creamer en - Peter M. Hahn, P.E. Vice President BL- Pg. 2 The findings of this report indicate that there were some decayed stumps encountered at the depressed areas. The trees had been cut off at ground level years ago. This appears to be a common practice years ago. This runway had a base course, consisting of a blend of shell, marl and sand. This blend was consistent in gradation, unit weight and laboratory CBR Values. The atterburg limits tests indicated a non -plastic base. This base has CBR values ranging from 74 to 81. The base thickness was a uniform 8", through- out the runway length. I fee( this runway would probably be a good candidate for reconstruction, with the addition of 4 inches of loose limerock, this base could remain at 100+ on LBR and construct a new crown and grade. The existing subgrade is of the SP soil classification with non -plastic characteristics. The laboratory CBR Values range from 28 to 35. The individual test values are attached under the Summary. 65L- Z Boring No: B-1 STA No: 11+48 Offset CL: 61Rt. PvmL Thickness: 1 1/2" Pvmt. Type: Asph. Base Thickness: 8" Base Type': SS Water Table: 4.5' *Sand Shell STA No: 11+00 Offset CL: 18'Rt. Sieve Size of 1/2" 99 3/8" 98 #4 96 #10 94 #40 80 #80 48 #200 9.4 Liquid Limit: - Plasticity index: NP Soil Class: SP -SM Max. Dry Dens: 122.5 Opt. Moisture: 9.2 % CBR: 80 SEBASTIAN MUNICIPAL AIRPORT RUNWAY 4-22 EVALUATION FIFLD HICKNFSS TEST DATA B-2 B-3 BA B-5 B-6 B-7 21+00 32+00 40+00 48+00 21+00 27+42 26T-1. I8'Lt. I8'LL 24RL 18'Rt. 61t. 1 1/2" 1 1/2" 13/4" 1 5/8" 1 1/2" 1 1/2" Asph. Asph. Asph. Asph. Asph. Asph. 8" 8" 8" 8" 8" 8" SS SS SS SS SS SS 4.0' 2.5' 4.5' 3.0' 3.0' 3.5' a �T1►:�.gy7y Ci 1A40+0-0 t� �� 48+00 18RL 99 99 99 99 99 98 98 98 96 95 97 97 95 94 96 96 81 80 80 82 55 48 46 51 10.5 y.8 8.1 9.3 NP NP NF NP SP -SM SP -SM SP -SM SP -SM 122.1 CBR TFS; 121.0 DATA 120.5 120.8 10.1 10.3 9.8 10.2 75 80 74 75 01-3 STA No: 11+00 22+00 32+00 40+00 48+00 Offset CL: 18'RL Center 18' Rt. l8' LL 18' Rt. Sieve Size %Passinp #4 100 100 100 100 100 #10 97 98 99 99 98 #40 92 85 82 83 87 #80 65 52 54 48 45 #200 6.0 3.7 3.2 2.5 3.1 Liquid Limit: - - - _ - Plasticity Index: NP NP NP NP NP Soil Class: Sp SP SP SP SP Max. Dry Density: 102.4 CBR 106.6 TEST DATA 103.3 105.2 105.0 Optimum Moisture: 12.5 11.3 12.5 11.3 12.4 % CBR: 28 30 35 33 32 C-:�>L- t� 00.05 vis Fi Ootdl —vis Q Z J a om DP M 0) cc N Z WT Q ZCO 7 H <J_ Q Co W N 0 LL z a F- N Q m W h