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117-16 RESOLUTION
113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 117-16 ARCHIVED File Number: 2016-0239 TAXIWAY LIGHTING REHABILITATION CONSTRUCTION GRANT APPLICATION: A RESOLUTION TO AUTHORIZE APPLICATION FOR AND ACCEPTANCE OF A 90/10 MATCHING GRANT FROM THE FEDERAL AVIATION ADMINISTRATION TO PROVIDE FUNDING FOR THE TAXIWAY LIGHTING REHABILITATION PROJECT AT DRAKE FIELD, TO APPROVE A CONTRACT WITH H&H ELECTRIC, INC. IN THE AMOUNT OF $222,755.00 FOR THE PROJECT CONTINGENT UPON A GRANT AWARD, AND TO APPROVE A BUDGET ADJUSTMENT AUTHORIZING THE AIRPORT FUND MATCHING EXPENSE AND RECOGNIZING GRANT REVENUE CONTINGENT UPON APPROVAL OF THE GRANT APPLICATION AND RECEIPT OF GRANT FUNDS. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby authorizes application for and acceptance of a 90/10 matching grant from the Federal Aviation Administration to provide funding for the Taxiway Lighting Rehabilitation project. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby approves a contract with H&H Electric, Inc. in the amount of $222,755.00 for the Taxiway Lighting Rehabilitation project, contingent upon a grant award. Section 3. That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution, authorizing the airport fund matching expense and recognizing grant revenue, contingent upon approval of the grant application and receipt of grant funds. Page 1 Printed on 616116 Resolution: 117-16 File Number: 2016-0239 PASSED and APPROVED on 6n12016 Approved: Attest: Sondra E. Smith, City Clerk Treasurer Page 2 Printed on 618116 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 Text File File Number: 2016-0239 Agenda Date: 6/7/2016 Version: 1 Status: Passed In Control: City Council Meeting Agenda Number: A. 10 File Type: Resolution TAXIWAY LIGHTING REHABILITATION CONSTRUCTION GRANT APPLICATION: A RESOLUTION TO AUTHORIZE APPLICATION FOR AND ACCEPTANCE OF A 90/10 MATCHING GRANT FROM THE FEDERAL AVIATION ADMINISTRATION TO PROVIDE FUNDING FOR THE TAXIWAY LIGHTING REHABILITATION PROJECT AT DRAKE FIELD, TO APPROVE A CONTRACT WITH H&H ELECTRIC, INC. IN THE AMOUNT OF $222,755.00 FOR THE PROJECT CONTINGENT UPON A GRANT AWARD, AND TO APPROVE A BUDGET ADJUSTMENT AUTHORIZING THE AIRPORT FUND MATCHING EXPENSE AND RECOGNIZING GRANT REVENUE CONTINGENT UPON APPROVAL OF THE GRANT APPLICATION AND RECEIPT OF GRANT FUNDS BE 1T RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby authorizes application for and acceptance of a 90/10 matching grant from the Federal Aviation Administration to provide funding for the Taxiway Lighting Rehabilitation project. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby approves a contract with H&H Electric, Inc. in the amount of $222,755.00 for the Taxiway Lighting Rehabilitation project, contingent upon a grant award. Section 3. That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution, authorizing the airport fund matching expense and recognizing grant revenue, contingent upon approval of the grant application and receipt of grant funds. City of Fayetteville, Arkansas Page 1 Printed on 61812016 John Roscoe Submitted By City of Fayetteville Staff Review Form 2016-0239 Legistar File ID 6/7/2016 City Council Meeting Date - Agenda Item only N/A for Non -Agenda Item 5/5/2016 Aviation / Transportation Services Department Submitted Date Division / Department Action Recommendation: A resolution to: 1) allow the Aviation Division to.submit a 90/10 grant application to the FAA in the amount of $253,309; 2) execute the FAA grant offer; 3) execute a construction contract with H&H Electric, Inc. to perform the taxiway lighting rehabilitation construction; and 4) approve a budget adjustment recognizing grant revenue. Budget Impact: 5550.3960.5801.00 Airport Account Number Fund 16012 Taxiway Lighting Rehabilitation Constr Project Number Budgeted Item? No Does item have a cost? Yes Budget Adjustment Attached? Yes Previous Ordinance or Resolution # Original Contract Number: Comments: Current Budget Funds Obligated Current Balance Item Cost Budget Adjustment Remaining Budget J Project Title 1 - $ 285,255.00 $ 285,255.00 $ - Approval Date: V20140710 CITY OF • a e evl e ARKANSAS MEETING OF JUNE 7, 2016 TO: Mayor Lioneld Jordan Fayetteville City Council CITY COUNCIL AGENDA MEMO THRU: Don Marr, Chief of Staff Terry Gulley, Transportation Services Director FROM: Johnny Roscoe, Airport Director DATE: May 17'h, 2016 SUBJECT: Taxiway Lighting Rehabilitation Construction Grant Application RECOMMENDATION: Staff requests approval of a Resolution expressing the willingness to utilize grant funds to complete the proposed Taxiway Lighting Rehabilitation project for Fayetteville -Drake Field. More specifically, this resolution will allow the following: 1) Allow the Aviation Division to submit a grant application to the FAA in the amount of $253,309 (90% of project cost) for the rehabilitation of the taxiway lighting system at the airport, 2) Upon receipt of a grant offer by the FAA and following staff review, allow the Aviation Division to execute the FAA grant offer, 3) Upon execution of the grant offer, allow the Aviation Division to execute a construction contract with the low bidder, H&H Electric, Inc. to perform the taxiway lighting rehabilitation construction, and 4) Approve a budget adjustment recognizing the FAA's revenue. BACKGROUND: Based upon the 2016 FAA Capital Improvement Plan (CIP), the Aviation Division has an FAA Entitlement Fund Balance of $600,000. To avoid the loss of any future funds, a portion of this balance must be used in the 2016 FAA fiscal year. Through the planning process early in 2015, a taxiway lighting rehabilitation project was included in the airport's FAA CIP. This rehabilitation would replace the 17 -year old incandescent taxiway light fixtures, transformers, and cable with new LED taxiway lights, transformers and cable. In addition, new transformers, cable and lamps will be installed in all airfield signage. Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 L1WoRMLO1N The sealed bid process for this project has been completed and two bids have been received. H&H Electric, Inc. submitted the low bid on the project with a total bid of $222,755.00. The Engineer's Estimate for the project was $350,000.00. The Aviation Division would like to submit a 90-10 grant application to the FAA for the amount of $253,309.00. This amount represents 90% of the total project cost. Upon completion of the construction project and closeout of the FAA grant, the Aviation Division will submit a grant application to the Arkansas Department of Aeronautics (ADA) for an amount up to $28,145 (10% of project cost), minus the City's protective insurance. A complete breakdown of the expected project funding is included below. BUDGET/STAFF IMPACT: FAA: $253,309.00 ADA: $28,145.00 City: $3.801.00 TOTAL: $285,255.00 Attachments: Staff Review Form City Council Memo Concurrence Letter Grant Application BA CITY OF e aeev�e ARKANSAS April 29, 2016 Federal Aviation Administration Attn: Mr. Paul Burns 2601 Meacham Blvd. Fort Worth, TX 76137 Re: Fayetteville — Drake Field Airport Taxiway Lighting Rehabilitation FAA Grant Application (3-05-0020-043-2016) Dear Mr. Burns Bids were received for the "Taxiway Lighting Rehabilitation" project at Fayetteville City Hall at 3:00 p.m. on April 28, 2016. A tabulation of the bids received is enclosed with the Recommendation of Award which is included with this letter. Our engineering consultant, Garver, has reviewed the bid proposal for compliance with the "Instructions to Bidders" and "Bidder's Checklist". This information includes the following. + Bid Bond + Proposal + Bidder's Qualifications + Bidder Certifications • List of Proposed Subcontractors • DBE Participation Reporting + Automobile and Liability Insurance Coverage A total of 2 bids were received on the project. H&H Electric, Inc. submitted the low bid in the amount of $222,755.00. The Engineer's Opinion of Probable Cost was $350,000. Based on Garver's review, we believe that the bid submitted by H&H Electric, Inc. is the lowest qualified bidder and represents a good value for the Airport. Therefore, we request your concurrence in awarding the "Taxiway Lighting Rehabilitation" contract to H&H Electric, Inc. Please call me if you have any questions Sincerely, Johnny Roscoe Aviation Director Fayetteville — Drake Field Attachments: Recommendation of Award As -Bid Project Budget FAA Grant Application Sponsor Certifications Exhibit'A" Engineering Contract Record of Negotiations CC: Ben Perea & Adam White. Garver FAYETTEVILLE AVIATION SERVICES 4.500 S. School „venue, Suite F wamw.faye"Lteville-acgov Fayetteville, AR 72701 GARNER 2049 E. Joyce Blvd. Suite 400 Fayetteville, AR 72703 TEL 479.527.9100 FAX 479.527.9101 www.GarverUSA.com April 29, 2016 Mr. Johnny Roscoe Fayetteville — Drake Field 4500 S School Avenue Suite F Fayetteville, AR 72701 Re: Fayetteville Drake Field Taxiway Lighting Rehabilitation Recommendation of Award Dear Mr. Roscoe: Bids were received for the "Taxiway Lighting Rehabilitation" project at the Fayetteville City Hall at 3:00 p.m. on April 28, 2016. The bids have been checked for accuracy and for compliance with the contract documents. A tabulation of the bids received is enclosed with this letter. A total of 2 bids were received for each of the two bid schedules on the project. H&H Electric, Inc. submitted the low bid for the project in the amount of $222,755.00. The Engineer's Opinion of Probable Cost was $350,000.00. We believe that the bid submitted by H&H Electric, Inc. represents a good value for the City of Fayetteville. Contingent upon the receipt and execution of the grant agreement, we recommend that the construction contract for "Taxiway Lighting Rehabilitation" be awarded to H&H Electric, Inc. Please call me if you have any questions. Sincerely, GARVER Adov—(TEkb Digitally signed 9 Adam White Date: 2016.04.29 10:23:52-05'00' Adam White, P.E. Project Manager Attachments: Bid Tabulation K:\2015\15041214 - FYV Taxiway Lighting Rehab\Correspondence\Outgoing\Roscoe 2016-04-29 Recommendation of Award Itr.docx H Z 0 m Q E U (7 v Lu Z Da Z D O Q C w U �a. a Z F- a U U w 0 w0 �z 2 H Z 00 0 0 0 o O 0 vi o 0 o 0 0 0 0 0 0 0 0 0 0 o 0 0 i o i o O i O: o 0 o o io Ct f9 I i o o fA r` Ili fA o o 69 m n 'CO 69 m e- N O of !9 0 o O fn C9 0 : 0? 0 i ui tri N i N' m to f tq ! w !o t o o o O 0 0 o 0 O O 0 0 O 0 O 0 N 0 O 0 00 0 0 E o o i N N y� fA uI N N V3 yj [ fA ! �p o O O . O E O 0 O O O u) o N t` N N o O O O C WN_ o O O Q t") o u) N N O O o M O u) N m N m ! u) e m I N I m i f9 i f9 69 f9 d M N3 [ to i to (�__ -�_.._....__.__..... _.._.... __.__......_._ _._... .......... ........ __....... ........... ____«..._._. 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W[ N w v p V; E .i .� m m w E m u m v y � J w m w w z 0 Z z m (n d H J o H cro d IN d o 0 0 7 d N d Ci d 0 o oiU E(n u N (n U) u) u) J J J[ V% { m N N m U m m I N t") O N m n m 01 i0 0 M M te 0 O In F 0 0 ITEM SPEC. NO. NO. DESCRIPTION FAYETTEVILLE - DRAKE FIELD TAXIWAY LIGHTING REHABILITATION AS -BID BUDGET ESTIMATED UNIT EXTENDED UNIT QUANTITY PRICE AMOUNT 1 SS -120-3.1 ISite Preparation LS 1 $5,000.00 $5,000.00 _...__ ......__.__—.__ _1Lo? -_........................_._._.__.__._...—_.._.._._�.._............_........... Constant Current Regulator _._. ... 2 ckout/Tagout and SS -300-5.1 ;Calibration Procedures ! LS 1 $500.00 $500.00 3 SS -301-5.1 Existing L -861T Taxiway Edge Light, Removed EA 415 $8.50 $3,527.50 with Base to Remain 4 SS -301-5.2 ;Existing Conduit or Duct Bank Cleared of Cable LF 30,000 $0.30 $9,000.00 Existing Guidance Sign, Reconnected with New i 5 SS -310-5.1 Isolation Transformer, Lamps, and Primary j EA 52 $295.00 $15,340.00 Connector Kit lL-861T(L) LED Base Mounted Taxiway Edge Light, i 6 SS -310 5.2 !Installed on Existing Base j EA 415 $347.50 $144,212.50 7 SS -310-5.3 !Temporary Airfield Lighting LS 1 $300.00 $300.00 8 No. 8 AWG, 5 kV, L-824, Type C Cable, Installed 1 L-108-5.1 I LF 45,000 $0.85 $38,250.00 in Trench, Duct Bank or Conduit No. 6 AWG, Solid, Bare Counterpoise Wire, 9 L-108-5.2 Installed in Trench, Above the Duct Bank or LF 250 $1.30 $325.00• Conduit, Including Ground Rods and Ground Connectors I 10 i L-110-5.1 !Non -Encased Electrical Conduit, 1 -Way 2"C LF 250 $10.00 $2,500.00 11 SP -C-01 !Bonds and Insurance LS 1 $3,800.00 $3,800.00 TOTAL AS -BID CONSTRUCTION COST $222,755.00 ADMINISTRATION EXPENSES $2,000.00 PRELIMINARY EXPENSES (EXHIBIT "A" & PROJECT FORMULATION) $5,000.00 ARCHITECTURAL ENGINEERING BASIC FEES Bid Package Development $20,500.00 Bidding Services $5,500.00 Closeout Services $3,500.00 TOTAL ARCHITECTURAL ENGINEERING FEES $29,500.00 PROJECT INSPECTION FEES $16,000.00 MISCELLANEOUS (WILDLIFE HAZARD MANAGEMENT PLAN) $10,000.00 TOTAL ESTIMATED PROJECT COST $285,255.00 NON-AIP ELIGIBLE ITEMS UNIT EST. QTY UNIT PRICE AMOUNT 11 SP -C-01 Bonds and Insurance LS 1 $3,800.00 $3,800.00 TOTAL NON-AIP ELIGIBLE ITEMS $3,800.00 TOTAL ESTIMATED PROJECT COST AIP-ELIGIBLE $281,455.00 PROJECT FUNDING Federal Aviation Administration AIP (90%) $253,309.00 Arkansas Department of Aeronautics (10%) $28,145.00 City of Fayetteville Remainder $3,801.00 TOTAL FUNDING $285,255.00 GORVER OMB Number: 4040-0004 FYnirntinn nnt, nR/MoniR Application for Federal Assistance SF -424 * 1. Type of Submission * 2. Type of Application * If Revision, select appropriate letter(s): (❑ Preapplication © New - Select One - Application f,- Continuation *0 ther (Specify) Changed/Corrected Application 0Revision * 3. Date Received: 4. Application Identifier: FYV 5a. Federal Entity Identifier: * 5b. Federal Award Identifier: AR/OK ADO, ASW -630 3-05-0020-043-2016 State Use Only: 6. Date Received by State: 7. State Application Identifier: 8. APPLICANT INFORMATION: * a. Legal Name: City of Fayetteville * b. Employer/Taxpayer Identification Number (EIN/TIN):*c. Organizational DUNS: 71-6018462 1134398903 d. Address: * Street1: 4500 S School Avenue Street 2: Suite F * City: Fayetteville County: Washington * State: Arkansas Province: Country: United State *Zip/ Postal Code: 72701 e. Organizational nit: DepartmentName: DivisionName: Transportation Aviation f. Name and contact information of person to be contacted on matters involving this application: Prefix: Ms. FirstName: Summer Middle Name: * Last Name: Fallen Suffix: Title: Airport Financial Coordinator Organizational Affiliation: City of Fayetteville Aviation Division, Drake Field, KFYV * Telephone Number: (479) 718-7642 Fax Number: (479) 718-7646. * Email: sfallen@fayetteville-ar.gov OMB Number: 4040-0004 Exoiration Date, 08/31/2016 Application for Federal Assistance SF -424 *9. Type of Applicant 1: Select Applicant Type: C. City or Township Government Type of Applicant 2: Select Applicant Type: - Select One - Type of Applicant 3: Select Applicant Type: - Select One - * Other (specify): * 10. Name of Federal Agency: Federal Aviation Administration 11. Catalog of Federal Domestic Assistance Number: 20.106 CFDA Title: Airport Improvement Program *12. Funding Opportunity Number: Title: 13. Competition Identification Number: Title: 14. Areas Affected by Project (Cities, Counties, States, etc.): City of Fayetteville, Washington County, Arkansas * 15. Descriptive Title of Applicant's Project: Taxiway Lighting Rehabilitation Attach supporting documents as specified in agency instructions. OMB Number. 4040-0004 Expiration Date: 08/31/2016 Application for Federal Assistance SF -424 16. Congressional Districts Of: *a. Applicant: 03 *b. Program/Project: 03 Attach an additional list of Program/Project Congressional Districts if needed. 17. Proposed Project: *a. Start Date: 08/01/2014 *b. End Date: 12/31/2014 18. Estimated Funding ($): *a. Federal 253,309.00 *b. Applicant 31,946.00 *c. State *d. Local *e. Other *f. Program Income *g. TOTAL 285,255.00 *19. Is Application Subject to Review By State Under Executive Order 12372 Process? ® a. This application was made available to the State under the Executive Order 12372 Process for review on 04/29/2016 El b. Program is subject to E.O. 12372 but has not been selected by the State for review. 8 c. Program is not covered by E.O. 12372 *20. Is the Applicant Delinquent On Any Federal Debt? (if "Yes", provide explanation on next page.) C Yes 0 No 21. *By signing this application, I certify (1) to the statements contained in the list of certifications** and (2) that the statements herein are true, complete and accurate to the best of my knowledge. I also provide the required assurances** and agree to comply with any resulting terms if I accept an award. I am aware that any false, fictitious, or fraudulent statements or claims may subject me to criminal, civil, or administrative penalties. (U.S. Code, Title 218, Section 1001) **I AGREE ** The list of certifications and assurances, or an internet site where you may obtain this list, is contained in the announcement or agency specific instructions. Authorized Representative: Prefix: Honorable *First Name: Lioneld Middle Name: *Last Name: Jordan Suffix: *Title: Mayor, City of Fayetteville *Telephone Number: (479) 575-8330 Fax Number: (479) 575-8257 *Email: LJo an@Fayetteville-ar.gov *Signatu of Authoriz epres tative: *Date Signed: ..,�_.13h 6 v OMB Number: 4040-0004 pplication for Federal Assistance SF -424 "Applicant Federal Debt Delinquency Explanation The following field should contain an explanation if the Applicant organization is delinquent on any Federal Debt. Maximum number of characters that can be entered is 4,000. Try and avoid extra spaces and carriage returns to maximize the availability of space. NA �1 U.S. Department of Transportation OMB CONTROL NUMBER: 2120-0569 r Federal Aviation Administration EXPIRATION DATE: 4/30/2017 Application for Federal Assistance (Development Projects) PART II — PROJECT APPROVAL INFORMATION SECTION A Item 1. Name of Governing Body: Does this assistance request require State, local, regional, or other priority rating? Yes IZ No Priority: Item 2. Name of Agency or Board: Does this assistance request require State, or local advisory, educational or health clearances? Fri— Yes IZ No (Attach Documentation) Item 3. Does this assistance request require clearinghouse review in accordance with OMB Circular A-95? (Attach Comments) A Yes � No Item 4. Name of Approving Agency: Does this assistance request require State, local, regional, or other planning approval? Q Yes FIZ No Date: Item S. Check one: State O Is the proposal project covered by an approved Local comprehensive plan? FIZ Yes r No Regional r Location of Plan: Item 6. Name of Federal Installation: Will the assistance requested serve a Federal installation? Fril Yes l7 No Federal Population benefiting from Project: Item 7. Name of Federal Installation: Will the assistance requested be on Federal land or installation? Location of Federal Land: Yes IZ No Percent of Project: % Item 8. Will the assistance requested have an impact or effect on the environment? r Yes ANo (See instructions for additional information to be provided.) Item 9. Number of: Will the assistance requested cause the displacement of Individuals: individuals, families, businesses, or farms? Families: 93 Yes p No Businesses: Farms: Item 10. Is there other related Federal assistance on this project previous, pending, or anticipated? © Yes � No (See instructions for additional information to be provided.) Page 2 OMB CONTROL NUMBER: 2120-0569 OMB EXPIRATION DATE: 4/30/2017 PART II — SECTION C The Sponsor hereby represents and certifies as follows: 1. Compatible Land Use — The Sponsor has taken the following actions to assure compatible usage of land adjacent to or in the vicinity of the airport: The Sponsor has adopted Drake Field Ordinance 2607, which regulates and restricts all land use activities in the vicinity of Fayetteville - Drake Field. Adopted January 20,1980 and as amended 2. Defaults — The Sponsor is not in default on any obligation to the United States or any agency of the United States Government relative to the development, operation, or maintenance of any airport, except as stated herewith: None 3. Possible Disabilities — There are no facts or circumstances (including the existence of effective or proposed leases, use agreements or other legal instruments affecting use of the Airport or the existence of pending litigation or other legal proceedings) which in reasonable probability might make it impossible for the Sponsor to carry out and complete the Project or carry out the provisions of the Grant Assurances, either by limiting its legal or financial ability or otherwise, except as follows: None 4. Consistency with Local Plans — The project is reasonably consistent with plans (existing at the time of submission of this application) of public agencies that are authorized by the State in which the project is located to plan for the development of the area surrounding the airport. True 5. Consideration of Local Interest — It has given fair consideration to the interest of communities in or near where the project may be located. True 6. Consultation with Users — In making a decision to undertake any airport development project under Title 49, United States Code, it has undertaken reasonable consultations with affected parties using the airport which project is proposed. True 7. Public Hearings — In projects involving the location of an airport, an airport runway or a major runway extension, it has afforded the opportunity for public hearings for the purpose of considering the economic, social, and environmental effects of the airport or runway location and its consistency with goals and objectives of such planning as has been carried out by the community and it shall, when requested by the Secretary, submit a copy of the transcript of such hearings to the Secretary. Further, for such projects, it has on its management board either voting representation from the communities where the project is located or has advised the communities that they have the right to petition the Secretary concerning a proposed project. N/A 8. Air and Water Quality Standards — In projects involving airport location, a major runway extension, or runway location it will provide for the Governor of the state in which the project is located to certify in writing to the Secretary that the project will be located, designed, constructed, and operated so as to comply with applicable and air and water quality standards. In any case where such standards have not been approved and where applicable air and water quality standards have been promulgated by the Administrator of the Environmental Protection Agency, certification shall be obtained from such Administrator. Notice of certification or refusal to certify shall be provided within sixty days after the project application has been received by the Secretary. N/A FAA Form 5100-100 (5/14) SUPERSEDES PREVIOUS EDITION Page 3a OMB CONTROL NUMBER: 2120-0569 OMB EXPIRATION DATE: 4/30/2017 PART II — SECTION C (Continued) 9. Exclusive Rights — There is no grant of an exclusive right for the conduct of any aeronautical activity at any airport owned or controlled by the Sponsor except as follows: None 10. Land — (a) The sponsor holds the following property interest in the following areas of land* which are to be developed or used as part of or in connection with the Airport subject to the following exceptions, encumbrances, and adverse interests, all of which areas are identified on the aforementioned property map designated as Exhibit "A": The Sponsor holds all property as shown on the attached Exhibit "A" The Sponsor further certifies that the above is based on a title examination by a qualified attorney or title company and that such attorney or title company has determined that the Sponsor holds the above property interests. (b) The Sponsor will acquire within a reasonable time, but in any event prior to the start of any construction work under the Project, the following property interest in the following areas of land* on which such construction work is to be performed, all of which areas are identified on the aforementioned property map designated as Exhibit "A": N/A (c) The Sponsor will acquire within a reasonable time, and if feasible prior to the completion of all construction work under the Project, the following property interest in the following areas of land* which are to be developed or used as part of or in connection with the Airport as it will be upon completion of the Project, all of which areas are identified on the aforementioned property map designated as Exhibit "A" N/A *State the character of property interest in each area and list and identify for each all exceptions, encumbrances, and adverse interests of every kind and nature, including liens, easements, leases, etc. The separate areas of land need only be identified here by the area numbers shown on the property map. FAA Form 5100-100 (5/14) SUPERSEDES PREVIOUS EDITION Page 3b OMB CONTROL NUMBER: 2120-0569 OMB EXPIRATION DATE: 4/30/2017 PART III - BUDGET INFORMATION - CONSTRUCTION SECTION A—GENERAL 1. Federal Domestic Assistance Catalog Number: 20.106 2. Functional or Other Breakout: AIP 3-05-0020-043-2016 SECTION B — CALCULATION OF FEDERAL GRANT Cost Classification ' Use only for revisions Total Amount Required Latest Approved Amount Adjustment + or (-) 1. Administration expense $ $ $ 2,000.00 2. Preliminary expense 5,000.00 3. Land, structures, right-of-way 4. Architectural engineering basic fees 29,500.00 5. Other Architectural engineering fees 6. Project inspection fees 16,000.00 7. Land development 8. Relocation Expenses 9. Relocation payments to Individuals and Businesses 10. Demolition and removal 11. Construction and project improvement 222,755.00 12. Equipment 13. Miscellaneous (Wildlife Hazard Management Plan) 10,000.00 14. Total (Lines 1 through 13) 275,255.00 15. Estimated Income (if applicable) 16. Net Project Amount (Line 14 minus 15) 285,255.00 17. Less: Ineligible Exclusions 3,800.00 18. Add: Contingencies 19. Total Project Amt. (Excluding Rehabilitation Grants) 281,455.00 20. Federal Share requested of Line 19 253,309.00 21. Add Rehabilitation Grants Requested (100 Percent) 22. Total Federal grant requested (lines 20 & 21) 253,309.00 23. Grantee share 31,946.00 24. Other shares 25. Total. Project (Lines 22, 23 & 24) $ $ $ 285,255.00 FAA Form 5100-100 (5/14) SUPERSEDES PREVIOUS EDITION Page 4 OMB CONTROL NUMBER: 2120-0569 OMB EXPIRATION DATE: 4/30/2017 PART IV — PROGRAM NARRATIVE (Attach — See Instructions) FAA Form 5100-100 (5/14) SUPERSEDES PREVIOUS EDITION Page 5 SECTION C — EXCLUSIONS Classification Ineligible for Participation 1 Excluded From Contingency Provision (2) a Bonds and Insurance $ 3,800.00 $ b. C. d. e. f. g. Totals $ 3,800.00 $ SECTION D — PROPOSED METHOD OF FINANCING NON-FEDERAL SHARE 27. Grantee Share $30,946.00 a. Securities $ b. Mortgages c. Appropriations B Applicant) d. Bonds e. Tax Levies f. Non Cash g. Other (Explain) h. TOTAL - Grantee share 31,946.00 28. Other Shares a. State b. Other c. Total Other Shares 29. TOTAL $ 31,946.00 SECTION E — REMARKS PART IV — PROGRAM NARRATIVE (Attach — See Instructions) FAA Form 5100-100 (5/14) SUPERSEDES PREVIOUS EDITION Page 5 OMB CONTROL NUMBER: 2120-0569 OMB EXPIRATION DATE: 4/30/2017 PART IV PROGRAM NARRATIVE (Suaaested Format) PROJECT : FYV Taxiway Lighting Rehabilitation AIRPORT : Fayetteville - Drake Field 1. Objective: To increase the efficiency, reliability, monthly utility cost, and maintenance cost of the taxiway lighting system. This will be achieved by replacing approximately 415 incandescent taxiway lights with new LED fixtures and install new L -824C cable and transformers in the existing taxiway can and conduit system. 2. Benefits Anticipated: Rehabilitating the conductors in the existing can and conduit taxiway lighting system will increase the reliability of the system. In addition, the use of LED fixtures will reduce monthly utility and re-lamping maintenance costs and extend the lift of the taxiway lighting system by a minimum of 5 years. 3. Approach: (See approved Scope of Work in Final Application) Lighting rehabilitation will be phased to maintain access to the runway and all hangars at all times during the project. Incandescent taxiway edge lights, transformers, and existing cable will be removed. New LED fixtures, transformers, and cable will be installed. New transformers, cable, and lamps will be installed on all airfield signage. Existing conduit, base cans, and regulators will remain. No additional light fixtures, transformers, base cans, or regulators will be installed. 4. Geographic Location: Fayetteville - Drake Field (KFYV). All lit taxiways 5. If Applicable, Provide Additional Information: 6. Sponsor's Representative: (include address & telephone number) Summer Fallen, Airport Financial Coordinator 4500 S School Avenue Suite F Fayetteville, AR 72701 FAA Form 5100-100 (5/14) SUPERSEDES PREVIOUS EDITION Page 6 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION AIRPORT IMPROVEMENT PROGRAM SPONSOR CERTIFICATION EQUIPMENT/CONSTRUCTION CONTRACTS City of Fayetteville Fayetteville - Drake Field 3-05-0020-043-2016 (Sponsor) (Airport) (Project Number) Description of Work Taxiway Lighting Rehabilitation Title 49, United States Code (USC), section 47105(d), authorizes the Secretary to require certification from the sponsor that it will comply with the statutory and administrative requirements in carrying out a project under the Airport Improvement Program (AIP). General standards for equipment and construction contracts within Federal grant programs are described in Title 49, Code of Federal Regulations (CFR), Part 18.36. AIP standards are generally described in FAA Advisory Circular (AC) 150/5100-6, Labor Requirements for the Airport Improvement Program, AC 150/5100-15, Civil Rights Requirements for the Airport Improvement Program, and AC 150/5100-16, Airport Improvement Program Grant Assurance One --General Federal Requirements. Sponsors may use State and local procedures provided procurements conform to these Federal standards. Except for the certified items below marked not applicable (N/A), the list includes major requirements for this aspect of project implementation, although it is not comprehensive, nor does it relieve the sponsor from fully complying with all applicable statutory and administrative standards. Yes No N/A 1. A code or standard of conduct is or will be in effect governing the performance of the sponsor's officers, employees, or agents ® ❑ ❑ in soliciting and awarding procurement contracts. 2. Qualified personnel are or will be engaged to perform contract administration, engineering supervision, construction inspection, ® ❑ ❑ and testing. 3. The procurement was or will be publicly advertised using the ® ❑ ❑ competitive sealed bid method of procurement. 4. The bid solicitation clearly and accurately describes or will describe: a. The current Federal wage rate determination for all ® El ❑ construction projects, and b. All other requirements of the equipment and/or services to be provided. 5. Concurrence was or will be obtained from FAA prior to contract award under any of the following circumstances: a. Only one qualified person/firm submits a responsive bid, b. The contract is to be awarded to other than the lowest responsible bidder, ® ❑ ❑ c. Life cycle costing is a factor in selecting the lowest responsive bidder, or d. Proposed contract prices are more than 10 percent over the sponsor's cost estimate. 10. All contracts and subcontracts contain or will contain clauses required from Title VI of the Civil Rights Act and 49 CFR 23 and ® ❑ ❑ 49 CFR 26 for Disadvantaged Business Enterprises. 11. Appropriate checks have been or will be made to assure that contracts or subcontracts are not awarded to those individuals or firms suspended, debarred, or voluntarily excluded from ® ❑ ❑ doing business with any U.S. Department of Transportation (DOT) element and appearing on the DOT Unified List. I certify, for the project identified herein, responses to the forgoing items are accurate as marked and have prepared documentation attached hereto for any item marked "no" that is correct and complete. City of Fgetteville, Arkansa (Name of ponsor) / of Sponsor's The Official Representative) Jordan (Typed Name of S sots Designated Official Representative) Mayor, City of Fayetteville (Typed Title of Sponsor's Designated Oficial Representative) U -I --1W (Date) Yes No N/A 6. All contracts exceeding $100,000 require or will require the following provisions: a. A bid guarantee of 5 percent, a performance bond of 100 percent, and a payment bond of 100 percent; b. Conditions specifying administrative, contractual, and legal remedies, including contract termination, for those ® ❑ ❑ instances in which contractors violate or breach contact terms; and c. . Compliance with applicable standards and requirements issued under Section 306 of the Clean Air Act (42 USC 1857(h)), Section 508 of the Clean Water Act (33 USC 1368), and Executive Order 11738. 7. All construction contracts contain or will contain provisions for: a. Compliance with the Copeland "Anti -Kick Back" Act, and b. Preference given in the employment of labor (except in ® ❑ ❑ executive, administrative, and supervisory positions) to honorably discharged Vietnam era veterans and disabled veterans. 8. All construction contracts exceeding $2,000 contain or will contain the following provisions: a. Compliance with the Davis -Bacon Act based on the current ® El 11Federal wage rate determination; and b. Compliance with the Contract Work Hours and Safety Standards Act (40 USC 327-330), Sections 103 and 107. 9. All construction contracts exceeding $10,000 contain or will contain appropriate clauses from 41 CFR Part 60 for ® ❑ ❑ compliance with Executive Orders 11246 and 11375 on Equal Employment Opportunity. 10. All contracts and subcontracts contain or will contain clauses required from Title VI of the Civil Rights Act and 49 CFR 23 and ® ❑ ❑ 49 CFR 26 for Disadvantaged Business Enterprises. 11. Appropriate checks have been or will be made to assure that contracts or subcontracts are not awarded to those individuals or firms suspended, debarred, or voluntarily excluded from ® ❑ ❑ doing business with any U.S. Department of Transportation (DOT) element and appearing on the DOT Unified List. I certify, for the project identified herein, responses to the forgoing items are accurate as marked and have prepared documentation attached hereto for any item marked "no" that is correct and complete. City of Fgetteville, Arkansa (Name of ponsor) / of Sponsor's The Official Representative) Jordan (Typed Name of S sots Designated Official Representative) Mayor, City of Fayetteville (Typed Title of Sponsor's Designated Oficial Representative) U -I --1W (Date) U.S. DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION AIRPORT IMPROVEMENT PROGRAM SPONSOR CERTIFICATION DRUG-FREE WORKPLACE City of Fayetteville Fayetteville - Drake Field (Sponsor) (Airport) Description of Work: Taxiway Lighting Rehabilitation 3-05-0020-043-2016 (Project Number) Title 49, United States Code, section 47105(d), authorizes the Secretary to require certification from the sponsor that it will comply with the statutory and administrative requirements in carrying out a project under the Airport Improvement Program (AIP). General requirements on the drug-free workplace within Federal grant programs are described in Title 49, Code of Federal Regulations, Part 29. Sponsors are required to certify they will be, or will continue to provide, a drug-free workplace in accordance with the regulation. The AIP project grant agreement contains specific assurances on the Drug -Free Workplace Act of 1988. Except for the certified items below marked not applicable (N/A), the list includes major requirements for this aspect of project implementation, although it is not comprehensive, nor does it relieve the sponsor from fully complying with all applicable statutory and administrative standards. 1. A statement has been or will be published notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the sponsor's workplace, and specifying the actions to be taken against employees for violation of such prohibition. 2. An ongoing drug-free awareness program has been or will be established to inform employees about: a. The dangers of drug abuse in the workplace; b. The sponsor's policy of maintaining a drug-free workplace; c. Any available drug counseling, rehabilitation, and employee assistance programs; and d. The penalties that may be imposed upon employees for drug abuse violations occurring in the workplace. 3. Each employee to be engaged in the performance of the work has been or will be given a copy of the statement required within item 1 above. 4. Employees have been or will be notified in the statement required by item 1 above that, as a condition employment under the grant, the employee will: a. Abide by the terms of the statement; and b. Notify the employer in writing of his or her conviction for a violation of a criminal drug statute occurring in the workplace no later than five calendar days after such conviction. Yes No N/A ❑■ ® ❑ ® ❑ /1 ■ El Yes No N/A 5. The FAA will be notified in writing within ten calendar days after receiving notice under item 4b above from an employee or otherwise receiving actual notice of such conviction. Employers of convicted employees must provide notice, including position title of the employee, to the FAA. Notices shall include the project number of each affected grant. 6. One of the following actions will be taken within 30 calendar days of receiving a notice under. item 4b above with respect to any employee who is so convicted: a. Take appropriate personnel action against such an employee, up to and including termination, consistent with the requirements of the Rehabilitation Act of 1973, as amended; ® El EI or b. Require such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purposes by Federal, State, or local health, law enforcement, or other appropriate agency. 7. A good faith effort will be made to continue to maintain a drug-free workplace through implementation of items 1 through 6 above. El EI I have prepared documentation shown below or attached hereto with site(s) for performance of work (street address, city, county, state, zip code). There are no such workplaces that are not identified below or in the attachment. I have prepared additional documentation for any above items marked "no" and attached it hereto. I certify that, for the project identified herein, responses to the forgoing items are accurate as marked and attachments are correct and complete. Location Location Street Address: 113 West Mountain Street City: Fayetteville State: Arkansas Zip code: 72701 City of Sponsor Location 5igr5ature of Sp ;eZ�i signaled Official Representative The Honorsoneld Jordan Type Name of Sponsor's Designated Official Representative Mayor, City of Fayetteville Typed Title of Sponsor's Designated Official Representative 1 Date of Signature U.S. DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION AIRPORT IMPROVEMENT PROGRAM SPONSOR CERTIFICATION CONSTRUCTION PROJECT FINAL ACCEPTANCE City of Fayetteville Fayetteville - Drake Field (Sponsor) (Airport) Description of Work., Taxiway Lighting Rehabilitation 3-05-0020-043-2016 (Project Number) Title 49, United States Code, section 47105(d), authorizes the Secretary to require certification from the sponsor that it will comply with the statutory and administrative requirements in carrying out a project under the Airport Improvement Program. General standards for final acceptance and close out of federally funded construction projects are in Title 49, Code of Federal Regulations, Part 18.50. The sponsor shall determine that project costs are accurate and proper in accordance with specific requirements of the grant agreement and contract documents. Except for the certified items below marked not applicable (N/A), the list includes major requirements for this aspect of project implementation, although it is not comprehensive, nor does it relieve the sponsor from fully complying with all applicable statutory and administrative standards. Yes No N/A 1. The personnel engaged in project administration, engineering supervision, construction inspection and testing were or will be determined to be qualified as well as competent to perform the work. 2. Daily construction records were or will be kept by the resident engineer/construction inspector as follows: a. Work in progress, b. Quality and quantity of materials delivered, c. Test locations and results, d. Instructions provided the contractor, ® ❑ e. Weather conditions, f. Equipment use, g. Labor requirements, h. Safety problems, and i. Changes required. 3. Weekly payroll records and statements of compliance were or will be submitted by the prime contractor and reviewed by the sponsor Z El El for Federal labor and civil rights requirements (Advisory Circulars 150/5100-6 and 150/5100-15). 4. Complaints regarding the mandated Federal provisions set forth in the contract documents have been or will be submitted to the FAA. 5. All tests specified in the plans and specifications were or will be performed and the test results documented as well as made ® ❑ ❑ available to the FAA. 6. For any test results outside of allowable tolerances, appropriate Z El El corrective actions were or will be taken. Terry Gulley Submitted By -Av aw)z lep4 , 0 Aero na vc�'45 '-T_U'WA� Lq�AI�13 City of Fayetteville Staff Review Form 2017-0114 Legistar File ID N/A City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 2/17/2017 Aviation / Transportation Services Department Submitted Date Division / Department Action Recommendation: Staff requests the signature of the Mayor on a grant application to the Arkansas Department of Aeronautics, in the amount of $27,249.00; 10% reimbursement of airport project funds associated with the recently completed Taxiway Lighting Rehabilitation project. 5550.760.3960.5801.00 Account Number 16012 Budget Impact: Airport Fund Taxiway Lighting Rehab Construction Project Number Project Title Budgeted Item? No Current Budget Funds Obligated $ Current Balance Does item have a cost? No Item Cost Budget Adjustment Attached? No Budget Adjustment Remaining Budget $ V20140710 Previous Ordinance or Resolution # 117-16 Original Contract Number: Approval Date: - aA- Irl Comments: CITY OF Fay"pp pp r• 0� LYl ARKANSAS TO: Lioneld Jordan, Mayor THRU: Don Marr, Chief of Staff Staff/Contract Review Committee FROM: Terry Gulley, Transportation Services Director Date: 2/17/2017 SUBJECT: Taxiway Lighting Rehabilitation Grant Application STAFF MEMO RECOMMENDATION: Staff requests approval for the Aviation Division to submit an Arkansas Department of Aeronautics (ADA) grant application for the 10% reimbursement of airport project funds associated with the recently completed Taxiway Lighting Rehabilitation project. BACKGROUND: The airport recently completed a project to upgrade the taxiway lighting infrastructure on the airport. Through a 90%-10% Airport Improvement Program (AIP) grant provided by the Federal Aviation Administration (FAA), the airport removed existing incandescent taxiway light fixtures, transformers, and conductors, installed LED taxiway light fixtures, transformers, and conductors, and replaced existing sign transformers and lamps. DISCUSSION: The project was completed by H&H Electric, Inc. on January 4, 2017 and the FAA grant closeout paperwork has been submitted to the FAA for approval. The City will receive 90% reimbursement for all AIP eligible project costs upon approval of the closeout paperwork. The only non -eligible AIP project costs was $3,800.00 for Bonds and Insurance. BUDGET/STAFF IMPACT: The Aviation Division is requesting approval to submit an ADA grant application for 10% reimbursement of the final project costs. As summarized below, the ADA portion of the project is $27,249.00. The City's share of the project is $3,800.53, which represents 1.35% of the total project cost. As -Bid Proiect Estimated Funding Summa FAA: $251,982.00 ADA: $27,998.00 City of Fayetteville: $3,800.0_0 TOTAL: $283,780.00 ATTACHMENTS: SRF SRM ADA Grant Application Final Proiect Cost Funding Summar FAA (90% of AIP Eligible): $245,241.00 ADA (10% of AIP Eligible): $27,249.00 Citv of Favettevllle (Remainder): $3.800.53 TOTAL: $276,290.53 Mailing Address, 113 W. Mountain Street WWWJayetteville-ar.gov Fayetteville, Aft 72701 CITY OF T n % —Ile aay ARKANSAS February 24, 2017 Jerry Chism Arkansas Department of Aeronautics 2315 Crisp Drive Hangar 8 Little Rock, AR 72202 Re: Fayetteville — Drake Field Taxiway Lighting Rehabilitation Application for Airport Aid Dear Mr. Chism: The City of Fayetteville appreciates the continued partnership of the Arkansas Department of Aeronautics in improving the Fayetteville — Drake Field Airport. In continuation of this partnership, we are pleased to submit this enclosed application for state airport aid. Within this past year, Fayetteville — Drake Field Airport has utilized an FAA AIP grant to complete the upgrade of the taxiway lighting infrastructure. This project included the installation of LED taxiway light fixtures, transformers, and conductors for all taxiway circuits and the replacement of sign transformers and lamps. Construction was completed on January 4, 2017. We respectfully request your consideration of this matching grant for the amount of $27,249.00 (10% of total project cost) on the upcoming agenda. We greatly appreciate your consideration of this grant. Please call moor Ben Perea with Garver if you have any questions or comments. Sincerely, M✓. Lioneld kpfcfar Mayor City of Fayetteville Attachments: ADA Grant Application Final Project Budget SF -271 FAA Grant Agreement FAYETTEVILLE AVIATION SERVICES 4500 S. School Avenue, Suite F www.fayetteville-ar.gov Fayetteville, AR 72701 State Airport Aid Application — Page 1 The City/hof Fayetteville , herein called "Sponsor", hereby makes application to the Arkansas Department of Aeronautics for State funds pursuant to Act 733 of 1977, for the purpose of aiding in financing a project for the development of a municipal airport located in the city of Fayetteville Arkansas, Washin ton county. Date of Request: February 24, 2017 Name of Airport: Fayetteville — Drake Field FYV Name and address of City/Eery Commission sponsoring request: City of Fayetteville 113 W. Mountain Street Fayetteville, AR 72701 Phone Number: 479-575-8330 Fax Number: 479-585-8257 Name and address of Engineering Firm (if applicable): Garver 2049 E. Joyce Blvd. Suite 400 Fayetteville, AR 72703 Person to Contact about project: Summer Fallen, Financial Coordinator___ City of Fayetteville Fayetteville --- Drake Field _ Phone Number: 479-718-7642 Cell Number: Fax Number: 479-718-7646 Contact Person: Ben Perea Phone/Fax Number: 479-527-9100 Describe the work to be accomplished: This project included the removal of existing incandescent taxiway light fixtures transformers and cable the installation of LED taxiway light fixtures, transformers, and conductors for all taxiway circuits, and the replacement of existing sign transformers and lamps. State and Local Project Costs: Please indicate: Q 50-50% Match Q 80-20% Match Q 90-10% Match Q 100% Total Cost of Project: Local Share/Funds: Local Share/In-Kind: State Share: Federal AIP Projects: AIP Number: 3-05-0020-043-2016 Q 95-5% Match 90-10% Match Total Cost of Project: Federal Share: State Share: Local Share: $276,290.53 $245,241.00 $27,249.00 $3,800.53 State Airport Aid Application — Page 2 Provide the information listed below as it applies to your project: Funding: Source of Funds: Federal Aviation Administration 90% Arkansas Department of Aeronautics (10%) City. of Fayetteville (Remainder) Source of In -Kind Services: N/A Estimated starting date of project: November 7 2016 Estimated completion date of project: January4, 2017 Project will be for: New Airport Existing Airport Is land to be leased or purchased? N/A Description of land and cost per acre: N/A Provide the Federal AIP Grant Number (i 'l 3-05-0020-043-2016 State Legislators for your area: State Senator: Uvalde Lindsey State Representative: Charlie Collins [Bell State Airport Aid Application — Page 3 The sponsor agrees to furnish the Arkansas Department of Aeronautics a copy of the legal instrument affecting use of the property for an airport. In application for a new landing site or expansion of existing facility, the FAA Form 7480-1, Nolice of Landing Area Proposal, must be approved by the FAA before review for grant can be made by the State. Applications for hangar construction or renovation funds must include a signed lease agreement. This agreement must be in compliance with all FAA grant assurances. The application must be based on bids and include a calculated return on investment. No land, hangars, or buildings purchased with State Grant funds may be sold or disposed of without State Aeronautics Commission prior approval. All requests for sale or disposal of property will be considered on an individual case basis. No hangar (funded by a grant from the Department of Aeronautics) shall be used for non -aviation purposes without State Aeronautics Commission prior approval. All requests for non -aviation use will be considered on a case-by-case basis. Failure to receive prior approval from A.D.A. concerning land and/or building use could result in the commission requesting grant refund from the Sponsor. Additionally, all hgr/building grant applications must include proof of insurance coverage. No airport accepting State Grant funding may issue an Exclusive Rights lease. All applications for navigational- aids (such as NDB or ILS) must have FAA site approval before a state grant can be approved. All Grant applications involving Federal Airport Improvement Program (AIP) funding must be accompanied by the approved FAA grant agreement with grant number assigned. If this project is approved by the Arkansas Department of Aeronautics, and is accepted by the sponsor, it is agreed that all developments and construction shall meet standard FAA construction practices as outlined in the specifications of this agreement. Runways, Taxiways, Parking Ramps, etc. shall have a base and a thickness that will accommodate the weight of aircraft expected to operate at this airport. All ►rant applicants, (City and/or Cour are totally res ansible for compliance with all Federal State C:ouuty, and CitV laves, Statutes, Ordinances, Rules, Regulations, and Executive Orders concerning contracts and purchases for wbich this 2rant is approved and issued. It is understood and agreed that the sponsor shall start this project immediately upon award of grant. It is also agreed that this project shall be completed within one year from the date of acceptance of this grant by the Arkansas Department of Aeronautics. Applications for extension will be entertained if circumstances beyond the sponsor's control occur. Amendment requests are to be made only under extraordinary circumstances. Funds will be disbursed according to Department procedures and final inspection of completed project (See payment instruction page). Payment o ' ram fitnds are conlin enl u Son the De . ay1menl 's annual gMro Arial ion. IN WITNESS WHEREOF, th s onsor has cauthis Application for State Airport Aid to be duly executed in its name, this day of 2i1 R FAYETTEVILLE - DRAKE FIELD TAXIWAY LIGHTING REHABILITATION FINAL PROJECT BUDGET ITEM SPEC. QUANTITY PRICE NO, NO. DESCRIPTION UNIT 1 SS -120-3.1 Site Preparation LS 28,845 $0.30 Lockout/Tagout and Constant Current Regulator 2 SS -300-5.1 LS Calibration Procedures Existing L-861TTaxiway Edge Light, Removed 3 SS 301-5.1 with Base to Remain EA 4 SS -301-5.2 Existing Conduit or Duct Bank Cleared of Cable LF Existing Guidance Sign, Reconnected with New 5 SS -310-5.1 Isolation Transformer, Lamps, and Primary EA Connector Kit L-861T(L) LED Base Mounted Taxiway Edge Light, 6 SS -310-5.2 EA Installed on Existing Base 7 SS -310-5.3 Temporary Airfield Lighting LS 8 L-108-5.1 No. 8 AWG, 5 kV, L-824, Type C Cable, Installed LF in Trench, Duct Bank or Conduit No. 6 AWG, Solid, Bare Counterpoise Wire, 9 L-108-5.2 Installed in Trench, Above the Duct Bank or LF Conduit, Including Ground Rods and Ground ESTIMATED UNIT QUANTITY PRICE 1 $5,000.00 1 $500.00 415 $8.50 28,845 $0.30 52 JJ $295.00 _ 415 I $347.50 1 41,200 265 _ Connectors _ 10 L-110-5.1 Non -Encased Electrical Conduit, 1 -Way 2"C LF 265 11 SP -C-01 Bonds and Insurance LS 1 $300.00 $0.85 $1.30 $10.00 $3,800.00 EXTENDED AMOUNT $8,653.501 i $15,340.00' $144,212.50 $300.00 $35,020.00 $344.50 $2,650.00 $3,800.00 FINAL TOTAL CONSTRUCTION COST $219,348.00 ADMINISTRATION EXPENSES $637.00 PRELIMINARY EXPENSES EXHIBIT "A" & PROJECT FORMULATION $2,282.40 ARCHITECTURAL ENGINEERING BASIC FEES Bid Package Development $20,500.00 Bidding Services $5,500.00 Closeout Services $3,500.00 TOTAL ARCHITECTURAL ENGINEERING FEES $29,500.00 PROJECT INSPECTION FEES $15,998.13 MISCELLANEOUS (WILDLIFE HAZARD MANAGEMENT PLAN) $8,525.00 FINAL TOTAL PROJECT COST $276,290.63 NON-AIP ELIGIBLE ITEMS UNIT EST, QTY UNIT PRICE AMOUNT 11 SP -C-01 Bonds and Insurance LS 1 $3,800.00 $3,800.00 TOTAL NON-AIP ELIGIBLE ITEMS $3,800.00 TOTAL PROJECT COST AIP-ELIGIBLE $272,490.53 'ROJECT FUNDING rederal Aviation Adminlslralion AIP (90%) $245,241.0( krkansas Department of Aeronautics (10%) $27,249.0,( ;i1y of Fa eltevilie Remainder $3,800.5: FOTAL FUNDING $276,290.5( TtlAnVMn OUTLAY REPORT AND REQUEST FOR REIMBURSEMENT ?AGE OF FOR CONSTRUCTION PROGRAMS OMB APPROVAL No. 034e-0002 1 1 PAGES 1. TYPE OF REQUEST BASIS OF REQUEST (See instructions on back) ® FINAL ❑ PARTIAL ❑ CASH ❑ ACCRUAL 3 FEDERAL SPONSORING AGENCY AND ORGANIZATIONAL ELEMENT TO d FEDERAL GRANT OR OTHER 5 PARTIAL PAYMENT REQUEST NO WHICH THIS REPORT IS SUBMITTED IDENTIFYING NUMBER FAA ASSIGNED BY FEDERAL AGENCY AIP 3-05-0020-043-2014 FINAL r, EMPLOYERIDENTIFICATmN -RECIPIENT'sACCOUNTNUMBER PERIOD COVERED BY THIS REQUEST FROM (Month, day, year) TO (Month, day, year) NUMBER OR IDENTIFYING NUMBER 71-6018462 08/04/2017 02/10/2017 9 RECIPIENT ORGANIZATION 10 PAYEE (Where check is to be sent it ddterent than ilem 91 Name: City of Fayetteville Name: No and Street:4500 S School Avenue, Suite F No and Street: City, State and City, State and ZIP Code: Fayetteville, AR 72701 ZIP Code: it. STATUS OF FUNDS PROGRAMS -- FUNCTIONS ACTIVITIES CLASSIFICATION TOTAL {b) (cJ a. Administrative expense 637.00 $ :s s 637.00 2,282.40 2,282.40 b- Preliminary expense 0.00 c. Land structures right-of-way 29,500.00 29,500.00 d, Architectural engineering basic fees 0.00 e. Other architectural engineering fee 15,998.13 15,998.13 I. Project inspection fees 0.00 g. Land development 0.00 h. Relocationex ense i. Relocation payments to inctividuals 0.00 and businesses j. Demolition and removal 0,00 k Construction and project improvement cost 219,348.00 1 219,348.00 I. Equipment (Owner's Protective Insurance) -3,800.00 -3,800.00 m. Misaellanecus cost 8,525.00 8,525.00 n. Total cumulative to date(sum of lines a thrum 272,490.53 0.00 0.00 272,490.53 o Deductions for program income 0,00 p. Net cumulative to date (line n minus line o) 272,490.53 0.00 0.00 272,490.53 q. Federal share to date 245,241.00 245,241.00 r. Rehabilitation grants (100% reimbursement) 0.00 s. Total Federal share (sum of lines q and r) 245,241.00 0.00 0.00 245,241.00 I. Federal payments previously requested 245,241.00 245,241.00 u. Amount requested for reimbursement $ $ £ $ 0.00 v, Percentage of physical completion of project 100% % % 100 12. CERTIFICATION SIGNATURE OF AUTHORIZED CERTIFYING OFFICIAL DATE REPOT115U11MMTTI a- RECIPIENT I certify that t0 the best of my knowledge and TYPED OR PRINTED NAME AND TITLE TELFPRQNF (Ares code, numtxr'. belief the billed casts or disbursements are and axlension) in accordance with the terms of the project Terry Gulley, Trans. Services Director 479-718-7642 and that the reimbursement represents the 5IGRA7UpE OF 011116RILE0 CERTIFYING OFFICIAL DATE SIGNED Federal share due which has not been previously requested and that an inspection February 7, 2017 has been performed and all work is in b. REPRESENTATIVE TYPED OR PRINTEIT NAME AND TITLE TELEPHONE (Area code, number, accordance with the terms of the award, CERTIFYING TO LINE 11V and extension) Benjamin Perea, Project Engineer 479-527-9100 AUTHORIZED FOR LOCAL REPRODUCTION STANQARD FORM 271 JFUIv, F -W) PREVIOUS EDITION USABLE Prescribed by OMB Circular A-102 and A-110 271-103 t 3-05-0020-043-2016 -% I few U.S. Department SPONSOR 'f"of Transportation �i Federal Aviation Administration GRANT AGREEMENT PART I — OFFER Date of Offer JUL 2 0 2016 Airport/Planning Area Drake Field AIP Grant Number 3-05-0020-043-2016 DUNS Number 134398903 TO: City of Fayetteville (herein called the "Sponsor") FROM: The United States of America (acting through the Federal Aviation Administration, herein called the "FAA") WHEREAS, the Sponsor has submitted to the FAA a Project Application dated July 8, 2016, for a grant of Federal funds for a project at or associated with the Drake Field Airport, which is included as part of this Grant Agreement; and WHEREAS, the FAA has approved a project for the Drake Field Airport (herein called the "Project") consisting of the following: Install Taxiway Lighting; Conduct Wildlife Hazard Assessment which is more fully described in the Project Application, NOW THEREFORE, According to the applicable provisions of the former Federal Aviation Act of 1958, as amended and recodified, 49 U.S.C. 40101, et seq., and the former Airport and Airway Improvement Act of 1982 (AAIA), as amended and recodified, 49 U.S.C. 47101, et seq., (herein the AAIA grant statute is referred to as "the Act"), the representations contained in the Project Application, and in consideration of (a) the Sponsor's adoption and ratification of the Grant Assurances dated March 2014, and the Sponsor's acceptance of this Offer, and (b) the benefits to accrue to the United States and the public from the accomplishment of the Project and compliance with the Grant Assurances and conditions as herein provided, THE FEDERAL AVIATION ADMINISTRATION, FOR AND ON BEHALF OF THE UNITED STATES, HEREBY OFFERS AND AGREES to pay ninety (90) percent of the allowable costs incurred accomplishing the Project as the United States share of the Project. This Offer is made on and SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS: 1 3-05-0020-043-2016 CONDITIONS 1. Maximum Obligation. The maximum obligation of the United States payable under this Offer is $251,982. The following amounts represent a breakdown of the maximum obligation for the purpose of establishing allowable amounts for any future grant amendment, which may increase the foregoing maximum obligation of the United States under the provisions of 49 U.S.C. § 47108(b): $7,672 for planning $244,310 for airport development or noise program implementation $0 for land acquisition. 2. Period of Performance. The period of performance begins on the date the Sponsor formally accepts this agreement. Unless explicitly stated otherwise in an amendment from the FAA, the end date of the project period of performance is 4 years (1,460 calendar days) from the date of formal grant acceptance by the Sponsor. The Sponsor may only charge allowable costs for obligations incurred prior to the end date of the period of performance (2 CFR § 200.309). Unless the FAA authorizes a written extension, the sponsor must submit all project closeout documentation and liquidate (pay off) all obligations incurred under this award no later than 90 calendar days after the end date of the period of performance (2 CFR § 200.343). The period of performance end date does not relieve or reduce Sponsor obligations and assurances that extend beyond the closeout of a grant agreement. 3. ineligible or Unallowable Costs. The Sponsor must not include any costs in the project that the FAA has determined to be ineligible or unallowable. 4. indirect Costs -- Sponsor. Sponsor may charge indirect costs under this award by applying the indirect cost rate identified in the project application and as accepted by the FAA to allowable costs for Sponsor direct salaries and wages. 5. Determining the Final Federal Share of Costs. The United States' share of allowable project costs will be made in accordance with the regulations, policies and procedures of the Secretary. Final determination of the United States' share will be based upon the final audit of the total amount of allowable project costs and settlement will be made for any upward or downward adjustments to the Federal share of costs. 6. Completing the Project Without Delay and in Conformance with Requirements. The Sponsor must carry out and complete the project without undue delays and in accordance with this agreement, and the regulations, policies and procedures of the Secretary. The Sponsor also agrees to comply with the assurances which are part of this agreement. 7. Amendments or Withdrawals before Grant Acceptance. The FAA reserves the right to amend or withdraw this offer at any time prior to its acceptance by the Sponsor. 8. Offer Expiration Date. This offer will expire and the United States will not be obligated to pay any part of the costs of the project unless this offer has been accepted by the Sponsor on or before August 31, 2016, or such subsequent date as may be prescribed in writing by the FAA. 9. Improper Use of Federal Funds. The Sponsor must take all steps, including litigation if necessary, to recover Federal funds spent fraudulently, wastefully, or in violation of Federal antitrust statutes, or misused in any other manner in any project upon which Federal funds have been expended. For the purposes of this grant agreement, the term "Federal funds" means funds however used or dispersed by the Sponsor that were originally paid pursuant to this or any other Federal grant agreement. The Sponsor must obtain the approval of the Secretary as to any determination of the amount of the Federal share of such funds. The Sponsor must return the recovered Federal share, including funds recovered by 3-05-0020-043-2016 settlement, order, or judgment, to the Secretary. The Sponsor must furnish to the Secretary, upon request, all documents and records pertaining to the determination of the amount of the Federal share or to any settlement, litigation, negotiation, or other efforts taken to recover such funds. All settlements or other final positions of the Sponsor, in court or otherwise, involving the recovery of such Federal share require advance approval by the Secretary. 10. United States Not Liable for Damage or Iniur . The United States is not responsible or liable for damage to property or injury to persons which may arise from, or be incident to, compliance with this grant agreement. 11. System for Award Management (SAM) Registration And Universal Identifier. A. Requirement for System for Award Management (SAM): Unless the Sponsor is exempted from this requirement under 2 CFR 25.110, the Sponsor must maintain the currency of its information in the SAM until the Sponsor submits the final financial report required under this grant, or receives the final payment, whichever is later. This requires that the Sponsor review and update the information at least annually after the initial registration and more frequently if required by changes in information or another award term. Additional information about registration procedures may be found at the SAM website (currently at http://www.sam.gov), B. Requirement for Data Universal Numbering System (DUNS) Numbers 1. The Sponsor must notify potential subrecipient that it cannot receive a contract unless it has provided its DUNS number to the Sponsor. A subrecipient means a consultant, contractor, or other entity that enters into an agreement with the Sponsor to provide services or other work to further this project, and is accountable to the Sponsor for the use of the Federal funds provided by the agreement, which may be provided through any legal agreement, including a contract. 2. The Sponsor may -not make an award to a subrecipient unless the subrecipient has provided its DUNS number to the Sponsor. 3. Data Universal Numbering System: DUNS number means the nine -digit number established and assigned by Dun and Bradstreet, Inc. (D & B) to uniquely identify business entities. A DUNS number may be obtained from D & B by telephone (currently 866-705-5771) or on the web (currently at http; //fedgov.d n b.com/we bfo rrri ). 12. Electronic Grant Payment(s). Unless otherwise directed by the FAA, the Sponsor must make each payment request under this agreement electronically via the Delphi elnvoicing System for Department of Transportation (DOT) Financial Assistance Awardees. 13. fnformal- Letter Amendment of AIP Proiects. If, during the life of the project, the FAA determines that the maximum grant obligation of the United States exceeds the expected needs of the Sponsor by $25,000 or five percent (5%), whichever is greater, the FAA can issue a letter amendment to the Sponsor unilaterally reducing the maximum obligation. The FAA can also issue a letter to the Sponsor increasing the maximum obligation if there is an overrun in the total actual eligible and allowable project costs to cover the amount of the overrun provided it will not exceed the statutory limitations for grant amendments. The FAA's authority to increase the maximum obligation does not apply to the "planning" component of condition No. 1. The FAA can also issue an informal letter amendment that modifies the grant description to correct administrative errors or to delete work items if the FAA finds it advantageous and in the best interests of the United States. An informal letter amendment has the same force and effect as a formal grant amendment. 14. Air and Water Quality. The Sponsor is required to comply with all applicable air and water quality 3-05-0020-043-2016 standards for all projects in this grant. If the Sponsor fails to comply with this requirement, the FAA may suspend, cancel, or terminate this grant. 15. Financial Reporting and Payment ReguiFrements. The Sponsor will comply with all federal financial reporting requirements and payment requirements, including submittal of timely and accurate reports. 16. Buy American. Unless otherwise approved in advance by the FAA, the Sponsor will not acquire or permit any contractor or subcontractor to acquire any steel or manufactured products produced outside the United States to be used for any project for which funds are provided under this grant. The Sponsor will include a provision implementing Buy American in every contract. 17. Maximum Obligation Increase For Nan rima Airports. In accordance with 49 U.S.C. § 47108(b), as amended, the maximum obligation of the United States, as stated in Condition No. 1 of this Grant Offer: A. May not be increased for a planning project; B. May be increased by not more than 15 percent for development projects; C. May be increased by not more than 15 percent or by an amount not to exceed 25 percent of the total increase in allowable costs attributable to the acquisition of land or interests in land, whichever is greater, based on current credible appraisals or a court award in a condemnation proceeding. 18. Suspension or Debarment. When entering into a "covered transaction" as defined by 2 CFR § 180.200, the Sponsor must: A. Verify the non-federal entity is eligible to participate in this Federal program by: 1. Checking the excluded parties list system (EPLS) as maintained within the System for Award Management (SAM) to determine if non-federal entity is excluded or disqualified; or 2. Collecting a certification statement from the non-federal entity attesting they are not excluded or disqualified from participating; or 3. Adding a clause or condition to covered transactions attesting individual or firm are not excluded or disqualified from participating. B. Require prime contractors to comply with 2 CFR § 180.330 when entering into lower -tier transactions (e.g. Sub -contracts). C. Immediately disclose to the FAA whenever the Sponsor: (1) learns they have entered into a covered transaction with an ineligible entity or (2) suspends or debars a contractor, person, or entity. 19. Bart on Texting While Driving. A. In accordance with Executive Order 13513, Federal Leadership on Reducing Text Messaging While Driving, October 1, 2009, and DOT Order 3902.10, Text Messaging While Driving, December 30, 2009, the Sponsor is encouraged to: 1. Adopt and enforce workplace safety policies to decrease crashes caused by distracted drivers including policies to ban text messaging while driving when performing any work for, or on behalf of, the Federal government, including work relating to a grant or subgrant. 2. Conduct workplace safety initiatives in a manner commensurate with the size of the business, such as: a. Establishment of new rules and programs or re-evaluation of existing programs to prohibit text messaging while driving; and 4 3-05-0020-043-2016 b. Education, awareness, and other outreach to employees about the safety risks associated with texting while driving. B. The Sponsor must insert the substance of this clause on banning texting while driving in all subgrants, contracts and subcontracts. 20. Trafficking in Persons. A. Prohibitions: The prohibitions against trafficking in persons (Prohibitions) apply to any entity other than a State, local government, Indian tribe, or foreign public entity. This includes private Sponsors, public Sponsor employees, subrecipients of private or public Sponsors (private entity). Prohibitions include: 1. Engaging in severe forms of trafficking in persons during the period of time that the agreement is in effect; 2. Procuring a commercial sex act during the period of time that the agreement is in effect; or 3. Using forced labor in the performance of the agreement, including subcontracts or subagreements under the agreement. B. In addition to all other remedies for noncompliance that are available to the FAA, Section 106(g) of the Trafficking Victims Protection Act of 2000 (TVPA), as amended (22 U.S.C. 7104(8)), allows the FAA to unilaterally terminate this agreement, without penalty, if a private entity - 1. Is determined to have violated the Prohibitions; or Has an employee who the FAA determines has violated the Prohibitions through conduct that is either: a. Associated with performance under this agreement; or Imputed to the Sponsor or subrecipient using 2 CFR part 180, "OMB Guidelines to Agencies on Government wide Debarment and Suspension (Nonprocurement)," as implemented by the FAA at 2 CFR part 1200. 21. AIP Funded Work Included in a PFC Application: Within 90 days of acceptance of this award, Sponsor must submit to the Federal Aviation Administration an amendment to any approved Passenger Facility Charge (PFC) application that contains an approved PFC project also covered under this grant award. The airport sponsor may not make any expenditure under this award until project work addressed under this award is removed from an approved PFC application by amendment. 22. Exhibit "A" Property Man. The Exhibit "A" Property Map dated July 1, 2011, is incorporated herein by reference or is submitted with the project application and made part of this grant agreement. 5 3-05-0020-043-2016 The Sponsor's acceptance of this Offer and ratification and adoption of the Project Application incorporated herein shall be evidenced by execution of this instrument by the Sponsor, as hereinafter provided, and this Offer and Acceptance shall comprise a Grant Agreement, as provided by the Act, consti- tuting the contractual obligations and rights of the United States and the Sponsor with respect to the accomplishment of the Project and compliance with the assurances and conditions as provided herein. Such Grant Agreement shall become effective upon the Sponsor's acceptance of this Offer. UNITED STATES OF AMERICA FEDERAL AVIATION ADMINISTRATION Gferm A. Boles " - Manager, Arkansas/Oklahoma Airport Development Office 3-05-0020-043-2016 PART If - ACCEPTANCE The Sponsor does hereby ratify and adopt all assurances, statements, representations, warranties, covenants, and agreements contained in the Project Application and incorporated materials referred to in the foregoing Offer, and does hereby accept this Offer and by such acceptance agrees to comply with all of the terms and conditions in this Offer and in the Project Application. I declare under penaltya p�rjvey that the foregoin is true and correct! Executed this � day of l L Cjty�af Fayett Ville J) e ,, (Marne of Sp uor) Sponsor's Authorized Official) By: � IJ 'J ol(do.l`1 (Typed Name of Sponsor's Authorized Official) Title: �a��� (Title of Sponsor's athorized Official tCERTIFICATE OF SPONSOR'S ATTORNEY V - l ttlA mS, acting as Attorney for the Sponsor do hereby certify: That in my opinion the Sponsor is empowered to enter into the foregoing Grant Agreement under the laws of the State of.(y--A—eoy . Further, I have examined the foregoing Grant Agreement and the actions taken by said Sponsor and Sponsor's official representative has been duly authorized and that the execution thereof is in all respects due and proper and in accordance with the laws of the said State and the Act, In addition, for grants involving projects to be carried out on property not owned by the Sponsor, there are no legal impediments that will prevent full performance by the Sponsor. Further, it is my opinion that the said Grant Agreement constitutes a legal and binding obligation of the Sponsor in accordance with the terms thereof. Dated at 1-A U-%""`4location) this 6 Z day of _40t1 Of (.�igtsatur� svr"rAttarit`eyj :• 1 Knowingly and willfully providing false information to the Federal government is a violation of 18 U.S.C. Section 1001 (False Statements) and could subject you to fines, imprisonment, or both. SPECIFICATIONS AND CITY OF CONTRACT DOCUMENTS , ARKANSAS ' . keb " 7 '16 FAYETTEVILLE — DRAKE FIELD FAYETTEVILLE, ARKANSAS TAXIWAY LIGHTING REHABILITATION AIP No. 3-05-0020-044-2016 City of Fayetteville Bid # 16-37 Garver Project Number 15041214 Prepared For: City of Fayetteville . , April 2016 GARVER GarverUSA com • • • . , • • • ! . • . • • , • • • • , • . • • • . . • ,•••. - • •1 CITY OF City of Fayetteville, Arkansas Ti.Titte Purchasing Division — Room 306 eviFayetteville, AR 72701 ARKANSAS Phone: 479.575.8220 TDD (Telecommunication Device for the Deaf): 479.521.1316 INVITATION TO BID INVITATION TO BID: Bid 16-37, Construction — FYV Taxiway Lighting Rehabilitation DEADLINE: Thursday, April 28, 2016 before 3:00 PM, Local Time, Room 306 PRE-BID MEETNG: Friday, April 15, 2016 at 10:00 AM, Local Time, FYV Terminal DELIVERY LOCATION: Room 306 — 113 W. Mountain, Fayetteville, AR 72701 PURCHASING AGENT: Andrea Rennie, CPPO, CPPB, aforen@fayetteville-ar.gov , 479.575.8289 DATE OF ISSUE AND ADVERTISEMENT: Thursday, April 7 and 14, 2016 INVITATION TO BID Bid 16-37, Construction — FYV Taxiway Lighting Rehabilitation No late bids shall be accepted. Bids shall be submitted in sealed envelopes. All bids shall be submitted in accordance with the attached City of Fayetteville specifications and bid documents attached hereto. Each bidder is required to fill in every blank and shall supply all information requested;failure to do so may be used as basis of rejection. NOTICE TO ALL BIDDERS: All vendors intending on bidding SHALL register as a plan holder by notifying Andrea Foren, Purchasing Agent, via e-mail at aforen@fayetteville-ar.gov. When registering as a plan holder, vendors shall submit primary contact information including name of contractor, primary contact, phone number, fax number, and physical address. FAILURE TO REGISTER AS A PLAN HOLDER CAN RESULT IN YOUR BID BEING REJECTED. Interested parties are responsible for printing. All bids will be distributed electronically from the City of Fayetteville Purchasing Division. Any use of a third party roll off container or dumpster shall be procured through the City of Fayetteville Recycling and Trash Collection Division, (479) 575-8398 E-MAILED BID PACKAGE INCLUDES LINKS TO THE FOLLOWING FILES: FILE#1: PROJECT MANUAL: 240 total pages FILE#2: PROJECT DRAWINGS: 18 total pages *Additional files added as addendums are issued. Addendums will be directly e-mailed to all listed plan holders and posted on the City's website. *PLAN HOLDER LISTINGS&ADDENDUMS WILL BE POSTED AT http://bids.fayetteville-ar.gov Bidder shall assume all responsibility for receiving updates and any addenda issued to this project by monitoring http://bids.accessfayetteville.orq. Failure to acknowledge addenda issued as instructed could result in bid rejection. Telecommunications Device for the Deaf TDD(479)521-1316 113 West Mountain-Fayetteville,AR 72701 000001 -CERTIFICATIONS TAXIWAY LIGHTING REHABILITATION GARVER PROJECT NO. 15041214 I hereby certify that the applicable portions of this project plans and specifications were prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Arkansas. SEAL AND SIGNATURE APPLICABLE DIVISION OR PROJECT RESPONSIBILITY Adam White, P.E. Project Manager Civil Engineer ijorforrirfro f 000 ARI SAS * * * LICENSED PROFESS AL E • -4111 ; , moo No.1 42 Digitally Signed: April 5, 2016 William B. Gilbreath, P.E. Electrical Engineer AR SAFs mac. LICENSED k PROFESSIONAL NG� �Zl N•.1;3836 A7 �l rnmiiIj Digitally Signed: April 5, 2016 000001-1 000001 -CERTIFICATIONS GARVER, LLC CERTIFICATE OF AUTHORIZATION: otunitallf 'I.-Teti CARVER ....AS 41: LLC izze No. 766 / :<fr" .. . . 4/SA.s:-.60 illamissito Expiration Date: December 31, 2016 • 000001-2 CITY OF FAYETTEVILLE, ARKANSAS TAXIWAY LIGHTING REHABILITATION TABLE OF CONTENTS Description Page No. I. BIDDING REQUIREMENTS Certifications 000001-1 Table of Contents 000010-1 Advertisement for Bids 010000-1 Instructions to Bidders 010200-1 Bid Bond 010300-1 Proposal 010400-1 Statement of Bidder's Qualifications 010420-1 List of Proposed Subcontractors 010440-1 DBE Participation Reporting 010460-1 Bidder Certifications 010470-1 Bidder's Checklist of Required Items 010480-1 II. CONTRACT REQUIREMENTS Contract 010600-1 Performance Bond 010700-1 Payment Bond 010720-1 • III. GENERAL PROVISIONS GP-1 IV. SPECIAL PROVISIONS SP-1 V. SUPPLEMENTAL SPECIFICATIONS SS-100 Construction Safety and Phasing Plan (CSPP) SS-100-1 SS-101 Safety Plan Compliance Document(SPCD) SS-101-1 SS-110 Standard Specifications SS-110-1 SS-120 Site Preparation SS-120-1 SS-300 Basic Electrical Requirements SS-300-1 SS-301 Electrical Demolition Work SS-301-1 SS-310 Airport Lighting Systems SS-310-1 VI. TECHNICAL SPECIFICATIONS P-152 Excavation, Subgrade, and Embankment P-152-1 T-901 Seeding T-901-1 T-905 Topsoiling T-905-1 L-108 Underground Power Cable for Airports L-108-1 L-110 Airport Underground Electrical Duct Banks and Conduits L-110-1 000010-1 r' License-No. 0012550116 ID#2825 FEB 1 9 2o15 State of Arkansas Contractors Licensing Board H&H ELECTRIC,INC. PO BOX 6425 HOT SPRINGS,AR 71902-6425 This is to Certify That H&H ELECTRIC,INC. is duly licensed under the provisions of Act 150 of the 1965 Acts as amended and is entitled to practice Contracting in the State of Arkansas within the following classification: ELECTRICAL SPECIALTY Special Coatings or Applications,Caulking,Waterproofing I I I _ with the following suggested bid limit Unlimited from February 13,2015 until January 31,2016 when this Certificate expires. ;fitness our hands of the Board,dated at North Little Rock.Arkansas: ST 14(e 7:06<t— prkr4 t o CHAIRMAN 6/.../ cs,„ NW' SECRETARY February 13,2015-da i+."'�""1 nnGt-G-t jr ILl. JD AC OW Er DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 04/28/2016 ITHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; Sharon Bridges =irst Arkansas Insurance PHONE FAX 'Hot Springs,Inc. (Arc.No.EA):501-525-2600 (NC,Na): 501-525-2622 Bax 22270 Rbi@fihaDESS:srdgesas.com -lot Springs,AR 71903-2270 'Sharon Bridges INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Bridgefield Casualty Insurance IINSURED H&H Electric,Inc INSURER B:Ohio Security Insurance Co 24082 P.O. Box 6425 INSURER C:American Fire&Casualty Co. 24066 Hot Springs,AR 71902 INSURER D:Ohio Casualty Insurance 24074 IINSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: ITHIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ADDL SUBRC POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS rB X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000' CLAIMS-MADE X OCCUR BKS53671125 10/01/2015 10/01/2016 pREM SES Ea Ecru r nce) $ 100,000 X Contractual MED EXP(Any one person) $ 5,000 I • PERSONAL&ADV INJURY $ 1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY X jE O LOC PRODUCTS-COMP/OP AGG $ 3,000,000 I OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $id1,000,000 (Ea accent) C X ANY AUTO BAA53671125 10/01/2015. 10/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED (Per accident) X HIRED AUTOS X AUTOS $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE _ $ 4,000,000 I D EXCESS LIAB CLAIMS-MADE US053671125 10/01/2015 10/01/2016 AGGREGATE $ 4,000,000 • DED X RETENTION$ 10000 $ WORKERS COMPENSATION X MUTE EMPLOYERS'LIABILITY STATUTE ER IA ANY PROPRIETOR(PA EXECUTIVE YY N/A 19628521 10/01/2015 10/01/2016 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 A. Installation BKS53671125 10/01/2015 10/01/2016 Project 500,0004 IFloater Ded 1,000 DESCRIPTION OF OPERATIONS t LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) 'WC Officer excluded:Ivan Holloway Bid 16-37-Construction FYU Taxiway Lighting Rehabilitation :ERTIFICATE HOLDER CANCELLATION r• • CITYFAY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cityof Fayetteville THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Y ACCORDANCE WITH THE POLICY PROVISIONS. I 113 West Mountain Fayetteville,AR 72701 AUTHORIZED REPRESENTATIVE Sha •nBri, s /J i i e-----' 4 Li3A,�'y-1 1988-2014 ACORD CORPORATI . All rights reserved. 4CORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 010000—INVITATION TO BID City of Fayetteville,Arkansas Bid 16-37, Construction—Taxiway Lighting Rehabilitation Contract Name: TAXIWAY LIGHTING REHABILITATION City of Fayetteville Bid Number: 16-37 Advertising Dates: 04/07/16, 04/14/16 The City of Fayetteville, AR is accepting sealed bids from properly licensed professionals for the construction of the Taxiway Lighting Rehabilitation at Fayetteville — Drake Field Airport. The project includes, but is not limited to, clearing conduit of existing conductors, installation of new conductors in existing conduit, and replacement of all existing incandescent taxiway edge light fixtures with new LED fixtures and transformers on existing base cans as shown on the plans and indicated in the specifications. Sealed bids shall be submitted to the City of Fayetteville (City), AR by Thursday, April 28, 2016 before 3:00 PM, Local Time. Bids received after this time will not be accepted. Bids will be opened and publicly read aloud immediately after specified closing time. All interested parties are invited to attend. Bids shall be received at the following location: City of Fayetteville,AR Purchasing Division Room 306 - City Hall 113 West Mountain Street Fayetteville, Arkansas 72701 All bids shall be submitted in accordance with the attached specifications and bid documents attached hereto. Each bidder is required to fill in every blank and shall supply all information requested;failure to do so may be used as basis of rejection. A non-mandatory pre-bid conference will be held on Friday,April 15,2016 at 10:00 AM at the conference room in the airport terminal building at Fayetteville — Drake Field. All interested parties are strongly encouraged to attend. Bid Documents shall be obtained from the City of Fayetteville Purchasing Division electronically, at no cost. No partial sets will be issued. All vendors intending on bidding shall register as a plan holder by notifying Andrea Foren Rennie, Purchasing Agent, via e-mail at aforen@fayetteville-ar.gov. When registering as a plan holder, vendors shall submit primary contact information including name of contractor, primary contact, phone number,fax number, and physical address. Failure to register as a plan holder can result in your bid being rejected. Sub-Contractors and suppliers are also strongly encouraged to obtain documents directly from the City and get registered as a plan holder. Each bid shall be accompanied by a cashier's check from a bank doing business in the State of Arkansas or a corporate bid bond in an amount not less than five(5)percent of the amount bid.A one hundred percent (100%) performance and payment bond is required with the contract awarded and shall be file marked by the Washington County Circuit Clerk's Office upon receipt to the City. This is a federally funded project. A contractor's license from the State of Arkansas Contractor's Licensing Board is not required at the time of bid; however, no contractor shall submit a bid under this prior to submitting application for licensure. The City shall not execute any construction contract unless and until the successful bidder for the project furnishes an appropriate license issued by the board. 010000-1 1 Bidders shall be qualified to do business and licensed in accordance with all applicable laws of the state and local governments where the Project is located. Certain mandatory federal requirements apply to this solicitation and will be made a part of any contract awarded: 1. Buy American Preferences(Title 49 U.S.C. Chapter 501) 2. Foreign Trade Restrictions (49 CFR 30.17) 3. Davis Bacon Labor Provisions(29 CFR Parts 1, 3, and 5) 4. Requirement for Affirmative Action (41 CFR Part 60-4) 5. Debarment, Suspension, Ineligibility, and Voluntary Exclusion 6. Requirements for Drug-free Workplace Mechanics and laborers on the project shall be paid not less than the minimum hourly rates set out in Prevailing Wage Determination Number AR160172. A copy of the minimum hourly rates are bound in the contract documents. All bidders and proposers shall make good faith efforts, as defined by Appendix A of 49 CFR Part 26, Regulations of the Office of the Secretary of Transportation, to subcontract a minimum of 1.93 percent of the dollar value of the prime contract to small business concerns owned and controlled by socially and economically disadvantaged individuals(DBE). The City reserves the right to reject any or all Bids and to waive irregularities therein, and all Bidders shall agree that such rejection shall be without liability on the part of the City for any damage or claim brought by any Bidder because of such rejections, nor shall the Bidders seek any recourse of any kind against the City because of such rejections. The filing of any Bid in response to this invitation shall constitute an agreement of the Bidder to these conditions. Awarding this project shall be contingent upon grant funding being approved and received. Pursuant to Ark. Cod Annotated§22-9-203,The City of Fayetteville encourages all qualified small, minority and women business enterprises to bid on and receive contracts for goods, services, and construction. Also, City of Fayetteville encourages all general contractors to subcontract portions of their contract to qualified small, minority and women business enterprises. Bids must remain in effect for 120 days after the bid opening date. CITY OF FAYETTEVILLE, AR By:Andrea Rennie, CPPO, CPPB Title: Purchasing Manager 010000-2 1 010200-INSTRUCTIONS TO BIDDERS 1. PREPARATION OF BID Each bid must be submitted on the prescribed form (Proposal)and Unit Price Schedule(s). All blank spaces must be filled in legibly (either typed or written with ink). All blank spaces for bid prices on the Unit Price Schedules must be filled in and the extended total for each item shall be entered in figures only. If the unit price and the extended total of any item are not in agreement, the unit price shall govern and the extended total is corrected to conform thereto. Erasures or other corrections on the Proposal form or Unit Price Schedules shall be initialed by the signer of the bid. All bids must be signed in ink by an individual authorized to bind the Bidder. All bids must be regular in every respect and no interlineations, excisions, or special conditions shall be made or included in the Proposal by the Bidder. There must be a bid on all items that may appear on the Unit Price Schedule(s). No bid will be considered which covers only a part of the work. A conditional bid will not be considered. The Proposal and Unit Price Schedule(s), along with other specific section items required in Section 17 below for the sealed bid, shall not be altered and these sections shall be submitted in their entirety. Submission must be at the place,and at or prior to the time specified in the Advertisement for Bids. Each bid must be submitted in a sealed envelope clearly marked on the outside that it contains a bid for Taxiway Lighting Rehabilitation and with the time and date of bid opening shown thereon. The name, address, and Arkansas Contractor's License Number OR date of application for licensure with the State of Arkansas Contractor Licensing Board of the Bidder shall appear in the upper left-hand corner of the envelope. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope. A bid that obviously is unbalanced may be rejected. 2. INTERPRETATIONS AND ADDENDA No oral interpretation will be made to any Bidder as to the meaning of the Contract Documents or any part thereof. Every request for such an interpretation shall be made in writing to Garver, Attn: Ben Perea 2049 E.Joyce Blvd., Suite 400, Fayetteville,AR,or by email to BMPerea@GarverUSA.com. Any inquiry received forty-eight(48) hours prior to the opening of bids will be given consideration. Every interpretation made to a Bidder will be in the form of an Addendum to the contract Documents, and when issued, will be sent to the Plan Holders list located in the electronic plan room at least twenty-four(24)hours before bids are opened. It shall be the Bidder's responsibility to make inquiry to the electronic plan room as to the Addenda issued. All such Addenda shall become part of the Contract and all Bidders shall be bound by such Addenda, whether or not received by the Bidders. 3. BIDDING DOCUMENTS Complete sets of the bidding documents may be obtained as stated in the advertisement. Owner and Engineer, in making copies of these documents available, do so only for the purpose of obtaining bids for the work, and do not authorize or grant a license for any other use. Complete sets of the documents shall be used in preparing bids; neither the Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 4. INSPECTION OF SITE Each Bidder shall visit the site of the proposed work and fully acquaint himself with the existing conditions there relating to construction and labor, and shall fully inform himself as to the facilities involved, laws and regulations, and the difficulties and restrictions in attending the performance of the Contract. 010200- 1 The Bidder shall thoroughly examine and familiarize himself with the Plans, Technical Specifications, other Contract Documents, and referenced items. The Bidder shall also carefully study all available reports of explorations and tests of subsurface conditions at or adjacent to the Site. The Contractor, by the execution of the Contract, shall not be relieved of any obligation under it due to his failure to receive or examine any form or legal instrument or to visit the site and acquaint himself with the conditions there existing, and the Owner will be justified in rejecting any claim based on facts regarding which he should have been on notice as a result thereof. It is the responsibility of each Bidder before submitting a bid to agree that the submission of a bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of the Contract Documents, that without exception the bid and all prices in the bid are premised upon performing and furnishing the work required by the Contract Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or indicated or expressly required by the Contract Documents, that Bidder has given Engineer written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by Engineer are acceptable to Bidder, and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the work. 5. BID GUARANTY • The bids must be accompanied by a Bid Guaranty, which shall not be less than five percent (5%), of the amount of the bid. At the option of the Bidder, the guaranty may be a cashier's check from a bank doing business in the State of Arkansas, or may be a Bid Bond that is similar to the attached form. No bid will be considered unless it is accompanied by the required guaranty. Cashier's check must be payable to the order of City of Fayetteville, Arkansas. Cash deposits will not be accepted. The Bid Guaranty shall insure the execution of the Agreement and the furnishing of the surety bond or bonds by the successful Bidder, all as required by the Contract Documents. The guaranty of the apparent successful Bidder will be retained until Owner awards the contract to such Bidder, and such Bidder has executed the Contract Documents, furnished the required contract security, and met the other conditions of the Notice of Award, whereupon the Bid Guaranty will be released. If the successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 10 days after the Notice of Award, Owner may consider Bidder to be in default, annul the Notice of Award, and the Bid Guaranty of that Bidder will be forfeited. Such forfeiture shall be Owner's exclusive remedy if Bidder defaults. The Bid Guaranty of other Bidders that Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of seven days after the effective date of the Contract or 121 days after the Bid opening, whereupon Bid Guaranty furnished by such Bidders will be released. Bid Guaranty of other Bidders that Owner believes do not have a reasonable chance of receiving the award will be returned upon request as soon as feasible after the opening of the bids. 6. COLLUSION; SUBCONTRACTS A Bidder submitting a Proposal to the Owner for the work contemplated by the Documents on which bidding is based shall not collude with any other person,firm,or corporation in regard to any bid submitted. Before executing any subcontract, the successful Bidder shall submit Section 010440, LIST OF PROPOSED SUBCONTRACTORS for prior approval of the Owner. If requested by Owner, the list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier,or other individual or entity. 010200-2 If Owner or Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, Owner may, before the Notice of Award is given, request apparent successful Bidder to submit an acceptable substitute, in which case the apparent successful Bidder shall submit a substitute, Bidder's Bid price will be increased (or decreased) by the difference in cost occasioned by such substitution, and Owner may consider such price adjustment in evaluating Bids and making the Award. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. If apparent successful Bidder declines to make any such substitution, Owner may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, or other individuals or entities. Any Subcontractor, Supplier, individual, or entity so listed and against which Owner or Engineer makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to subsequent revocation of such acceptance as provided in the General Conditions. 7. STATEMENT OF BIDDER'S QUALIFICATIONS Each Bidder shall submit,on the form furnished for that purpose (a copy of which is included in the Contract Documents), a statement of the Bidder's qualifications, his experience record in construction of work similar to that which here is involved, and his organization and equipment available for the work contemplated; and when specifically requested by the Owner, a detailed financial statement. The Owner shall have the right to take such steps as it deems necessary to determine the ability of the Bidder to perform his obligations under the Contract and the Bidder shall furnish the Owner all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available evidence or information does not satisfy the Owner that the Bidder is qualified to carry out properly the terms of the Contract. 8. BALANCED BIDS;VARIATIONS IN QUANTITIES The lump sum price and unit price for each of the several items in the Proposal of each Bidder shall be balanced and shall include its pro rata share of overhead. The Owner shall have the right to increase or decrease the extent of the work, to change the location or gradient, or the dimensions of any part of the work, provided that the length of the improvement is not increased or decreased in excess of twenty-five percent(25%) of the length as determined by the Contract, or that the quantities of work to be done or the materials to be furnished are not increased or decreased in money value in excess of twenty-five percent (25%) of the total contract as determined by the Contract. Such changes shall not be considered as a waiver of any conditions of the Contract nor invalidate any of the provisions thereof. The Contractor shall perform the work as increased or decreased within the qualifying limits named and no allowance will be made for anticipated profits or increases or decreases so incurred. Change in length or in money value, within the twenty-five percent (25%) limits set out, shall not be cause for adjustment of any lump sum or unit price. Changes in items of work covered by unit prices and/or lump sum prices,within the twenty-five percent(25%)limits set out, shall not be cause for adjustment of any other (non-involved)lump sum or unit price. Increases or decreases in items of work, and the cost thereof, shall be done in accordance with Section 40 of the General Provisions. 9. TIME FOR RECEIVING BIDS A bid received prior to the advertised hour of opening will be kept securely and will remain sealed until the hour of opening. The officer whose duty it is to open them will decide when the specified time has arrived, and any bid received subsequent to that time will be returned unopened. 010200-3 10. OPENING OF BIDS At the time and place fixed for the opening of bids, the Owner will cause the bids to be opened and publicly read aloud, irrespective of any irregularities therein. Bidders and other persons properly interested may be present, in person or by representative. Bid qualification may be evaluated before and/or after the bid opening,at the Owner's discretion. 11. WITHDRAWAL OF BIDS Bids may be withdrawn on written request if the request is received prior to the time fixed for the opening of bids. Bidder may withdraw its Bid within 24 hours after Bids are open and Bid Guaranty will be returned if Bidder files a duly signed written notice with the Owner and promptly demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid. The Bidder shall not be allowed to submit a revised Bid. 12. AWARD OF CONTRACT; REJECTION OF BIDS The Contract will be awarded to the responsive and responsible Bidder submitting the lowest total bid complying with the conditions of the Advertisement for Bids and other parts of these Contract Documents. The criteria which will be used to determine the lowest responsive and responsible Bidder are as follows: 12.1 Responsive Bidder: Means a Bidder who has submitted a complete bid which conforms in all material respects and requirements to the Contract Documents. 12.2 Responsible Bidder: Means a Bidder who has the capacity and capability in all respects to perform fully the contract requirements and who has the integrity and reliability to assure good faith performance. Among factors to be considered in determining whether the Bidder meets these standards are the Bidder's financial responsibility, performance responsibility, technical feasibility, his equipment, and his past performance in completing similar work. A Bidder's failure to submit a complete bid or required qualification information within the times indicated may disqualify Bidder from receiving an award of the Contract. The Bidder to whom the award is made will be notified at the earliest possible date, but not later than one hundred twenty(120) days after the opening of bids. The Owner, however, reserves the right to reject any or all bids and to waive any informality in bids received whenever such rejection or waiver is in its interests. The Owner also reserves the right to consider as unqualified to do the work any Bidder who does not habitually perform with his own forces the major portions of such work as is involved in construction of these improvements. 13. EXECUTION OF CONTRACT; PERFORMANCE AND PAYMENT BOND Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful Bidder shall execute and deliver to the Owner a Contract in the form included in the Contract Documents in such number of copies as the Owner may require. 010200-4 15041214 Having satisfied all conditions of award as set forth elsewhere in these Documents, the successful Bidder shall, within the period specified above,furnish a surety bond in a penal sum not less than the amount of the Contract as awarded, as security for the faithful performance of the Contract, and for the payment of all persons, firms or corporations to whom the Contractor may become legally indebted for labor, materials, tools, equipment, or services of any nature, including utility and transportation services employed or used by him in performing the work. Such bond shall be as included in the Contract Documents and shall bear the same date as, or a date subsequent to, that of the Agreement. The current power of attorney for the person who signs for any surety company shall be attached to such bond. After the contract has been awarded, a one hundred percent (100%) performance and payment bond shall be provided to the City after being file marked at the Washington County Circuit Clerk's Office. All costs associated with filing the bonds shall be paid by the Contractor. The failure of the successful Bidder to execute such Contract and to supply the required bond or bonds within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the Owner may grant, based upon reasons determined sufficient by the Owner, shall constitute a default, and the Owner may either award the Contract to the next lowest responsible Bidder or re-advertise for bids. 14. BONDS AND INSURANCE Attention of Bidders is called to Arkansas Code Annotation §§ 22-9-401 et. Seq., which has certain requirements pertaining to Performance Bonds, labor bonds, employer's liability insurance, public liability insurance,workmen's collective insurance, and property damage insurance. All companies furnishing Bid Bonds and Performance Bonds shall furnish evidence of being on the U.S. Treasury Department's most current list(Circular 570, as amended) and be authorized to transact business in the State of Arkansas. 15. CONTRACTOR'S LIABILITY INSURANCE REQUIREMENTS The Bidder shall provide with the Proposal a listing of both automobile and personal liability insurance coverage currently in force, along with a copy of a Certificate of Insurance as verification of that coverage. In the event the Owner determines that the low Bidder's coverage in force is inadequate, the Owner may require the low Bidder to procure additional coverage in accordance with the requirements as specified herein. In the event the lower Bidder is unable, after diligent effort, to procure such additional coverage as may be required by the Owner, the Owner may provide such additional coverage, naming the Contractor as insured or, at the option of the Owner, reduce the amount of additional coverage required or waive any requirement for additional coverage. 16. THIRD PARTY COVERAGE The Contractor shall provide insurance coverage for the Engineer and the Owner as indicated in the Special Provisions, Section C-01. 17. SIGNATORY AND CONTRACT SUBMITTALS The Contract Documents call for all Bidders, and for the awarded Contractor, to complete and/or submit information concerning equal employment opportunity, quality control, labor items, etc. A list of required items to be submitted with each bid is listed in the Bidders Checklist. 010200-5 15041214 The following is a list of completed forms/submittals that the apparent low Bidder will be required to complete before execution and award of the contract: • Contract(all pages) • Performance Bond • Payment Bond • Certificates of Insurance and Insurance Policies The following is a list of completed forms/submittals that the awarded Contractor will be required to submit before construction begins: • Construction Schedule Additional certifications and submittals will be required for construction materials and other items in the technical specifications. 18. LEGAL QUALIFICATIONS All Bidders, in order to submit a bonafide Proposal, must comply with the applicable terms of Arkansas Code. The successful Bidder, if a corporation created under the laws of some state other than the State of Arkansas, will be required to qualify, or to have qualified, with the Secretary of State of Arkansas to do business in the State of Arkansas. 19. MODIFICATION OF BID No modification of any bid already submitted will be considered unless such modification is received in writing, signed and witnessed by persons authorized to so act on behalf of the bidder, prior to the time set for opening of bids. 20. BID PROTEST PROCEDURES Any potential bidder wishing to file a pre-bid protest concerning alleged improprieties with the bid solicitation must submit the protest to the Engineer in written format 72 hours prior to the specified time of the bid opening. After the bids are opened, the Bidder may only protest the bidding process on the grounds that an anticipated award involves an improper bid evaluation. Such protests shall be submitted in writing to the Engineer within two (2) calendar days following the bid opening date and prior to the Owner's award of any contract. The formal written protest must identify the name of the bidder contesting the solicitation or bid, the project name and number, and the specific grounds for the protest. All determinations made by the Owner are final. END OF INSTRUCTIONS TO BIDDERS 010200-6 1 BD144237 BondNumber t,futo-Owners Insurance Life Home Car Business BID BOND • KNOW ALL BY THESE PRESENTS,that we, H & H Electric Inc. (hereinafter called the Principal), as Principal, and AUTO-OWNERS INSURANCE COMPANY (hereinafter called the Surety), as Surety,are held and firmly bound unto City of Fayetteville � (hereinafter called the Ob|igee), in the penal sum ufPercent of bid Dollars ( 5 % of Attached bid) for the payment of which the Principal and the Surety bind themee|veo, their hoirm, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS 0E13LIGATION IS SUCH, that WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for Bid 16-37, Construction FYU Taxiway Lighting Rehabilitation NOW, THEREFORE, if the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter in the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed the 1st day of June . 2016 H & H Electric Inc. Witness Principal ' 011 |v�� Ho||ovvay - P sident Title Auto-Owners Insurance Company / �r / — C1/ -Witness Sharon E. Bridges =� ��n- Fact 29392(3-11) DATE AND ATTACH TO ORIGINAL BOND AUTO-OWNERS INSURANCE COMPANY LANSING,MICHIGAN NO.BD144237 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the AUTO-OWNERS INSURANCE COMPANY AT LANSING.MICHIGAN,a Michigan Corporation,having its principal office at Lansing,County of Eaton,State of Michigan,adopted the following Resolution by the directors of the Company on January 27.1971,to wit: "RESOLVED, That the President or any Vice President or Secretary or Assistant Secretary of the Company shall have the power and authority to appoint Attorneys-in-fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings,recognizances, contracts of indemnity, and other writings obligatory in the nature thereof. Signatures of officers and seal of Company imprinted on such powers of attorney by facsimile shall have same force and effect as if manually affixed.Said officers may at any time remove and revoke the authority of any such appointee." Does hereby constitute and appoint SHARON E BRIDGES its true and lawful attorney(s)-in-fact,to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and the execution of such instrument(s)shall be as binding upon the AUTO-OWNERS INSURANCE COMPANY AT LANSING. MICHIGAN as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. IN WITNESS WHEREOF,the AUTO-OWNERS INSURANCE COMPANY AT LANSING, MICHIGAN,has caused this to be signed by its authorized officer this 2nd day of January.2014. Alfib Kenneth R.Schroeder Senior Vice President STATE OF MICHIGANIss. COUNTY OF EATON f .. HIiroPptiBLtC•"d On this 2nd day of January,2014.before me personally came Kenneth R.Schroeder, to me known,who being duly sworn,did depose :aou,arroF�a,oN and say that they are Kenneth R.Schroeder, Senior Vice President of AUTO-OWNERS INSURANCE COMPANY,the corporation : Go"°k°'^°Exams' • described in and which executed the above instrument,that they know the seal of said corporation,that the seal affixed to said instrument is 1.o;•,J^ um1. �:Z i such Corporate Seal,and that they received said instrument on behalf of the corporation by authority of their office pursuant to a Resolution of the Board of Directors of said corporation. My commission expires January 1st 2020 antel..7je,)CiNf2 Amanda Lamp Notary Public STATE OF MICHIGAN ss. COUNTY OF EATON I,the undersigned Senior Vice President,Secretary and General Counsel of AUTO-OWNERS INSURANCE COMPANY,do hereby certify that the authority to issue a power of attorney as outlined in the above board of directors resolution remains in full force and effect as written and h s hot been revoked and the resolution as set forth are now in force. • Signed and sealed at Lansing,Michigan.Dated this 28th day of April , 2016 William F.Woodbury,Senior Vice Prsdsident,Secretary and General Counsel 1 1 i 2940(10-13) Print Date:04/28/2016 Print Time:08:43:24 AM 1 010400-PROPOSAL Place r; c F FAy/Fzfry tzeF,.4R Date 41/481/40ieo Proposal of Fuer ,t, a corporation organized and existing under the laws of the State of Al Tax ID Number(TIN): 71-OS(v3 50/x/ DUNS#: di/8 V$1./.3-96 CAGE Code: D,$Fso or Proposal of a partnership consisting of or Proposal of an individual doing business as To: City of Fayetteville,Arkansas This bid results from your advertisement for bids for the construction of the Taxiway Lighting Rehabilitation. The undersigned Bidder, having visited the site of the work, having examined the Plans, Specifications, and other Contract Documents including all Addenda, and being familiar with all of the conditions relating to the construction of the proposed project, hereby agrees to comply with all other conditions or requirements set forth in the Plans, Specifications, and other Contract Documents, and further proposes to; furnish all material, supplies, equipment, and appliances; to furnish all labor, tools, equipment and incidentals to complete the work in accordance with the Plans, Specifications, and other Contract Documents at and for the lump sum and unit prices proposed in the attached Unit Price Schedule(s). The undersigned Bidder agrees to begin work within ten (10) calendar days after the issuance by, or on behalf of, the Owner of a'Work Order"or"Notice to Proceed"and to complete the work within twenty-eight (28) consecutive calendar days thereafter per the phasing requirements as described in the SPECIAL PROVISIONS (except as modified in accordance with the SPECIAL PROVISIONS of these Contract Documents). Should the work fail to be completed within the time herein stated,the Contractor shall pay to the Owner, as fixed and agreed liquidated damages, and not as a penalty, the sum, for each day of delay until the work is completed and accepted, as stipulated in SPECIAL PROVISIONS of these Contract Documents. It is understood that additional time for the completion of the project is to be allowed only for delays as stipulated in SPECIAL PROVISIONS of these Contract Documents. 010400-1 Bidder acknowledges receipt of the following addendum(addenda): 11/ and and and The undersigned Bidder agrees that this bid shall be good and shall not be withdrawn for a period of one hundred twenty (120) calendar days after the opening thereof. If written notice of the acceptance of this Proposal is mailed, telegraphed, or delivered to the undersigned within one hundred twenty(120) days after the opening thereof, or at any time thereafter before this Proposal is withdrawn,the undersigned agrees to execute and deliver an Agreement (Contract) in the prescribed form, and furnish the required Performance and Payment Bond,within ten(10)days after the Agreement is presented to him for signature. It is understood by the undersigned Bidder that the Owner reserves the right to reject any or all bids. It is understood and agreed by the Bidder that the award procedure for this solicitation will include the selection criteria of 49 CFR Part 26.45 to ensure that prime contracts are awarded to competitors that meet Disadvantaged Business Enterprise(DBE)goals. Notification is hereby given that DBE goals are established for this prime contract. The goal for firms owned and controlled by socially and economically disadvantaged individuals is 1.93 percent of the dollar value of this contract.The following provisions are also included by reference: • Davis Bacon Act(29 CFR Part 5.5) • EEO Compliance Reports(41 CFR Part 60-1.7) • Trade Restriction Certification (49 CFR Part 30) • Buy American Preferences(Title 49 United States Code, Chapter 501) • Certification of Non-Segregated Facilities(41 CFR Part 60-1.8) • Certification Regarding Debarment,Suspension, Ineligibility,and Voluntary Exclusion (49 CFR Part 29) Accompanying this Proposal as bid security is a cashier's check/bid bond (strike one) in the amount of eIA/€-► Nepu tE..o-d etr A2PA Aqy Cr 4N-r- Dollars($ //,138 <cus ), being not less than five percent (5%) of the total amount of the bid. If the undersigned Bidder is the successful Bidder, but fails or refuses to execute the contract and furnish the required bond within the prescribed ten (10) days of the notification of award,then this bid security is to become the property of the Owner as liquidated damages for the delay and additional expense to the Owner caused by such failure or refusal. 010400-3 1 /A/W 1/fer,ei c, �. ( "ness (Name of Bidder) j} tt! AJCs'4CAS P, fJ BY (4k'k-ilAj s�L4�-a�t✓C -r''4A) yeLtac.J�ty / Ansid f.41 (Address) (Print Name and Title) /S. -7.rei..'/e i.?CGt 4 r 5 ,7?.✓1s, .4)2 7.13a) (Office Address of Bidder) SEAL(If Bidder is a corporation) NOTES: Sign in ink. Do not detach. Items must be bid upon as specified in the Unit Price Schedule. 1 010400-4 1 FAYETTEVILLE-DRAKE FIELD TAXIWAY LIGHTING REHABILITATION UNIT PRICES ITEM SPEC. ESTIMATED UNIT BID NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT j 1 SS-120-3.1 Site Preparation 1 s`, oas - s, dao — 2 SS-300-5.1 LS and Constant Current Regulator LS 1 Calibration Procedures ..<-0° — sj:I 3 SS-301-5.1 Existing L-861T Taxiway Edge Light,Removed with 415 0 Base to Remain 8 j3J,r"2 7.Sn 4 SS-301-5.2 Existing Conduit or Duct Bank Cleared of Cable LF 30,000 r So G�/ 0 d a - 4 0 Existing Guidance Sign,Reconnected with New / 5 SS310-5.1 Isolation Transformer,Lamps,and Primary EA 52 y ,/' Connector Kit A .L J —• J.s';7 YO +�^ 6 SS-310 5.2 L-861T(L)LED Base Mounted Taxiway Edge Light, EA 415 7 ----iInstalled on Existing Base _ 3 5V7.J D I/1/i2.)r s-2$ = 7 SS310-5.3 Temporary Airfield Lighting LS 1 g00 „r 3 0 0 81 L-108-5.1 No.8 AWG,5 kV,L-824,Type C Cable,Installed in LF 45,000 �y./ Trench,Duct Bank or Conduit o d S 3413, No.6 AWG,Solid,Bare Counterpoise Wire, 9 L-108-5.2 Installed in Trench,Above the Duct Bank or LE 250 Conduit,Including Ground Rods and Ground /f 0 3 Sr Connectors 10 L-110-5.1 Non-Encased Electrical Conduit,1-Way 2"C LF 250 d q'_reO 11 SP-C-01 Bonds and Insurance LS 1 3,PQQ- t 3,x'00 i Note:Mobilization shall not exceed 5%of the total bid Total Bid f .2.L., 7.57 • 010400-5 010420-STATEMENT OF BIDDER'S QUALIFICATIONS Ail questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder. rt 9f6fereee,��x• 2. Permanent main office address. Balm• e` c,4t1t Ha r sPrrI, L s, 41? -7r 9a r 3. When organized. /06 4/ 4. If a corporation,where incorporated. A , &c, .s 5. How many years have been engaged in the contracting business under your present firm or trade name? ,)--0 vi�Jaf 6. Contracts on hand: (Schedule these, showing amount of each contract and the appropriate anticipated dates of completion). 7. General character of work performed by your company. EZ Ft Ti?JCnL 8. Have you ever failed to complete any work awarded to you? A)d 9. Have you ever defaulted on a Contract? Ala If so,where and why? 10. Have you ever been fined or had your license suspended by a Contractor's Licensing Board? Al If so,where and why? 11. List the more important projects recently completed by your company, stating the approximate cost for each, and the month and year completed. .Auti' .y6o k r 0/ CL tn+74.4 "UAW nW4 I./•'h+/. 4`/r5" 12. List your major equipment available for this Canfract a"� •, f• /err 13. Experience in construction work similar in importance to this project. a +,v7-en., o47rpu4' SO.T/x404 f/✓la�+t Aal 71 S4 4.0e4,,,,,,4 mu,,,,L,e tL,w44 $'.'. ,n4 J• WFJ iff,si4 .)4N,, .t1LQ i»a vrr•nwt 14. Background and experience of the principal members of your organization, including the officers. sff •rs.r<trsa 15. Background and experience of the Master Electrician(s)licensed in the state of Arkansas(issued by the Arkansas Board of Electrical Examiners)who have proper skills in supervising, performing, and maintaining the electrical work. sir .4-rr4r scp , ssw,-,F Provide Master Electrician(s) licenses for the qualified electrical supervisor(s)for supervising the 5 kV airfield lighting work and provide Journeyman(s) licenses for those that will assist in the work. Provide certifications and qualifications of each proposed 5 kV cable splicer,with minimum (3)years continuous experience in terminating/splicing medium voltage cables. is, irnrzrc4 16. Credit available: $ t4 Po .ga,4i2•V E F fon*-ranr 17. Give Bank reference: �Ae v awe aF / a74F� 18. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the Owner? .,/c S 010420-1 1 19. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the Owner, in verification of the recitals comprising this statement of Bidder's Qualifications. 20. The Bidder shall provide a brief description of any litigation or administrative proceeding of the following types, either pending or concluded within the preceding year, to which the Bidder(and the ultimate controlling person, if different from the Bidder) or any of its directors or executive officers was a party or of which the property of any such person is or was the subject; the names of the parties and the court or agency in which such litigation or proceeding is or was pending shall be given: (a) Administrative or judicial proceedings of any state federal agency or authority concerning environmental violations; (b) Proceedings which may have a material effect upon the solvency of the ultimate holding company, including but not necessarily limited to,bankruptcy and receivership;and (c) Criminal proceedings. Dated at /f .rz. this -2i��S' day of s,?P.¢i t ,20Itr . 4/,/1/ ,f L fz re/ , . (Name of Bidder) By 64,-11-45.--(k) Nacoar- Title ,r2R,s, o c..r f" STATE OF 4k5-a5 ) Hd�.i'Lf. )SS. COUNTY OF L1 ) �z y //Ilou..�ez.-�( being duly sworn deposes and says that he is V KG'S',cJe(rE / (Name of Organization) and that the answers to the foregoing questions and all statemgpts therein contained are ue and correct. SUBSCRIBED AND SWORN TO BEFORE ME this o day of42 ,20Ile . (Notary Public) My Commission Expires:[ ckt ‘40TARJ.:.. S PUBLIC • #12693788 : %. S •. 4PRn. "." ,``•. .11‘t1 lit 010420-2 1 I 010440-LIST OF PROPOSED SUBCONTRACTORS I, the undersigned General Contractor, hereby certify that proposals from the following Subcontractors were used in the preparation of my bid. I agree that if I am the successful Bidder and if the following subcontracts are approved, I will not enter into contracts with others for these divisions of the work without prior written approval from the Engineer and the Owner. If the responses below do not clearly indicate that the contract goal for DBE participation has been achieved, documentation shall be attached to clearly demonstrate to the satisfaction of the Owner that a Good Faith Effort has been made as defined and described in Appendix A of 49 CFR Part 26. Firms qualified as a DBE for this project shall be certified by the Arkansas State Highway and Transportation Department. For Annual Gross Receipts: • Enter 1 for Less than$1 Million • Enter 2 for More than$1 Million, Less than$5 Million • Enter 3 for More than$5 Million, Less than$10 Million • Enter 4 for More than$10 Million, Less than$15 Million • Enter 5 for More than$15 Million Type of Work: Subcontractor's Name: -1e1-1- Arkansas 1dSArkansas License No.:..0.3241,ri.A.C731..f"— Address. 0 4.Jti 44r e,,Per72-/0 DBE 110. No(circle one) // Contract Amount , ,,. 6v .0,-s: Date Firm Established. -x1260$ Annual Gross Receipts(enter the range only). Type of Work: Subcontractor's Name: Arkansas License No Address. DBE: Yes/No(circle one) Contract Amount Date Firm Established. Annual Gross Receipts(enter the range only). Type of Work: Subcontractor's Name: Arkansas License No.: Address- DBE: Yes/No(circle one) Contract Amount Date Firm Established. Annual Gross Receipts(enter the range only). 010440-1 Type of Work: Subcontractor's Name: Arkansas License No.: Address. DBE: Yes I No(circle one) Contract Amount Date Firm Established Annual Gross Receipts (enter the range only)- Bidder(General Contractor): Arkansas License No.:..0.0./...2.1'.-4.'D./l..i'a Address../.-5-'....1-teAtts0:..4"!.!14"4.f y T SPrzie4-$ ,9/7 719a / DBE: Yes/ o (circle e) Date Firm Established: Annual Gross Receipts (enter the range only)- By- • Title: nly)•By- Title: 7ft 'Ps°--T Percent of Contract to be Completed by DBE: A 513 941 'Signature must be the same as on the Proposal form. Notes: (1) This form must be completed and submitted at the time of the bid opening. (2) This is a federally funded project. A contractor's license from the State of Arkansas Contractor's Licensing Board is not required at the time of bid; however, no contractor shall submit a bid under this prior to submitting application for licensure. The City shall not execute any construction contract unless and until the successful bidder for the project furnishes an appropriate license issued by the board. (3) Certificates of license shall be provided with this form at the time of the bid opening. 010440-2 010460—DBE PARTICIPATION REPORTING Disadvantaged Business Enterprise(DBE)Utilization The undersigned bidder/offeror has satisfied the requirements of the bid specification in the following manner(please check the appropriate space): F The bidder/offeror is committed to a minimum 1.93% DBE utilization on this contract. ❑The bidder/offeror(if unable to meet the DBE goal of 1.93%) is committed to a minimum of %utilization on this contract and submits documentation demonstrating good faith efforts. Name of bidder/offerors firm: ..54-,./N flferai e (Signature) (Title) • 010460-1 Complete the following far each DBE Firm to be used on the project. Name of Bidder/Otferor's Firm: /.;(r-Ii feffnz,r t..x Name of DBE Firm: 4'0's f G fc r?,c, c t c: Address: yU S.4lu&L s /../a6‘t City, State,Zip: "PIaVFAcw i idee Telephone(s): i • '•172_ 8l�s•:;, t-a fc r4,4/tc Description of Work to be performed by DBE firm: The bidder/offeror is committed to utilizing the above-named DBE firm for the work described above.The estimated dollar value of this work is$ /, �ZC� • Affirmation: The above-named DBE firm affirms that it will perform the portion of the contract for the estimated value as stated above. Br ;awzi '+— DgMer (DBE Signature) (Title) "^ If the bidder/offeror does not receive award of the prime contract,any and all representation in this Letter of Intent and Affirmation shell be null and void. (Submit thl$pane kr each OBE subcontric�r. I j 0104604 Schedule of DBE Unavailability Complete the following schedule if DBE goal is not met.Include DBE contractors that were contacted but unable to complete work on the project. (Name of Prime Contractor) Name of DBE Contractor Contact Person Contact Number Description of Work to be Reason Unavailable performed by DBE firm The undersigned certifies that the above DBE(s)was/were contacted,in good faith, and the said DBE(s) was/were unable to submit an acceptable responsive bid. Failure to fill out DBE forms is a ground for rejection of the bid. The making of a material misrepresentation is a ground for consideration for disqualification. (Signature) (Title) (Date) 010460-5 010470 BIDDER CERTIFICATIONS BUY AMERICAN CERTIFICATION The contractor agrees to comply with 49 USC § 50101,which provides that Federal funds may not be obligated unless all steel and manufactured goods used in AIP-funded projects are produced in the United States,unless the FAA has issued a waiver for the product;the product is listed as an Excepted Article, Material Or Supply in Federal Acquisition Regulation subpart 25.108; or is included in the FAA Nationwide Buy American Waivers Issued list. A bidder or offeror must submit the Buy America certification (below) with all bids or offers on AIP funded projects. Bids or offers that are not accompanied by a completed Buy America certification must be rejected as nonresponsive. CERTIFICATE OF BUY AMERICAN COMPLIANCE FOR MANUFACTURED PRODUCTS (Non-building construction projects,equipment acquisition projects) As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with their proposal. The bidder or offeror must indicate how they intend to comply with 49 USC § 50101 by selecting one on the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (not both) by inserting a checkmark (1) or the letter"X''. Da(der or offeror hereby certifies that it will comply with 49 USC §50101 by: a) Only installing steel and manufactured products produced in the United States,or; b) Installing manufactured products for which the FAA has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing,or; c) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 25.108. By selecting this certification statement,the bidder or offeror agrees: 1. To provide to the Owner evidence that documents the source and origin of the steel and manufactured product. 2. To faithfully comply with providing US domestic product 3. To furnish US domestic product for any waiver request that the FAA rejects 4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. ❑ The bidder or offeror hereby certifies it cannot comply with the 100% Buy American Preferences of 49 USC § 50101(a) but may qualify for either a Type 3 or Type 4 waiver under 49 USC § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees: 1. To the submit to the Owner within 15 calendar days of the bid opening, a formal waiver request and required documentation that support the type of waiver being requested. 2. That failure to submit the required documentation within the specified timeframe is cause for a non-responsive determination may result in rejection of the proposal. 3. To faithfully comply with providing US domestic products at or above the approved US domestic content percentage as approved by the FAA. 4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. 010470-1 Required Documentation Type 3 Waiver-The cost of the item components and subcomponents produced in the United States is more that 60% of the cost of all components and subcomponents of the "item". The required documentation for a type 3 waiver is: a) Listing of all product components and subcomponents that are not comprised of 100% US domestic content (Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart 25.108; products of unknown origin must be considered as non-domestic products in their entirety) b) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture. c) Percentage of non-domestic component and subcomponent cost as compared to total "item" component and subcomponent costs, excluding labor costs associated with final assembly at place of manufacture. Type 4 Waiver — Total cost of project using US domestic source product exceeds the total project cost using non-domestic product by 25%. The required documentation for a type 4 of waiver is: a) Detailed cost information for total project using US domestic product b) Detailed cost information for total project using non-domestic product False Statements: Per 49 USC § 47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code. 4/02,22ts (o. Date Signature Xi-AV earefi<1 Company Name Title 010470-2 CERTIFICATION OF NONSEGREGATED FACILITIES The federally-assisted construction contractor 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. The federally-assisted construction contractor certifies that it will not maintain or provide, for its employees, 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 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 it has obtained identical certifications from proposed subcontractors for specific time periods) it 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 it will retain such certifications in his files. NOTICE TO PROSPECTIVE CONTRACTORS OF REQUIREMENTS FOR CERTIFICATION OF NONSEGREGATED FACILITIES 1. This Certification of Non-segregated Facilities shall be submitted prior to the award of the construction contract. 2. The awarded Contractor 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. Certification-The information above is true and complete to the best of my knowledge and belief. Ivan Holloway , President Name and Title of Signer(Please Type) OVALAAJ 4410-laAJ-Alr V/0 2/26/47 Signature Date NOTE:The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. 010470-3 010480 -BIDDER'S CHECKLIST OF REQUIRED ITEMS This Bidder's Checklist is provided to ensure all required forms are completed and returned as part of the bid submission. All forms must be included as indicated for a bid to be considered a complete, responsive bid. Appropriate signatures and date are required on each document. If an item is missing, the bid may be declared unresponsive and therefore rejected. This sheet will serve as the cover sheet for the bid submission. Spec. Description Completed* Section Acknowledgement of All Addenda Er" 010000 Attended Pre-Bid (include only if Pre-Bid is mandatory) 0 Bid contains the following forms: 010200 1. Insurance Coverages(Current Auto and Liability Insurance) 0 010300 2. Bid Bond 0 010400 3. Proposal (including Unit Price Schedule—if applicable) 0 010420 4. Statement of Bidder's Qualifications 0 010440 5. List of Proposed Subcontractors (With Copies of Licenses) 0 010460 6. DBE Participation Reporting 0 010470 7. Bidder Certification Forms Buy American Certification C�3 Certification of Nonsegregated Facilities [ ' *Check when filled out,signed,and included with submission of bid packet. Within three (3)days after Bid Opening: Bidder acknowledges to provide within three(3)days after Bid Opening(Low Bidder and Second Low Bidder Only): 1. Bidder's Qualifications of Subcontractor(if requested) Within ten (10)days after Notice of Award: Bidder acknowledges that within ten (10)days after Notice of Award, Successful Contractor is required to complete the following before execution and award of the contract: 010600 1. Contract(all pages and supporting documents) 010700 2. Performance Bond 010720 3. Payment Bond 010800 4. Completed Certificates of Insurance Prior to Construction: Contractor required to submit Construction Schedule before construction begins. • 010480-1 Seal (if incorporated) Bidder Name: H & H Electric, Inc. Address: 198 Te. hn-ir Cir. City, State, Zip Code: Hot Springs. AR. 71901 Contractor Number: 0012550116 Contact Name: Rich Wieslerspan Titte: Project Manager Contact Number: 501-802-5540 Contact Email: rich@hhinr_npr Signature of Authorized Agent for Bidder: Date: 4-28-2016 010480-2 1 010600-CONTRACT THIS AGREEMENT made this 4 day of I, jj, ,- , t , by and between + + 14 i e c4 r^I c, J t..0. a Corporation organized and existing under the laws of the State of ,z.r`kaikSgc hereinafter called the "Contractor",and City of Fayetteville,Arkansas, hereinafter called the"Owner". WITNESSETH: That the Contractor and the Owner for the consideration stated herein mutually agree as follows: ARTICLE 1. Statement of Work. The Contractor shall furnish all supervision, technical personnel, labor, materials, machinery, tools, equipment, incidentals and services, including utility and transportation services and perform and complete all work required for the construction of Taxiway Lighting Rehabilitation in strict accordance with the Contract Documents. ARTICLE 2. Engineer. The Contract Documents have been prepared by GARVER who is here in after called Engineer. GARVER assumes all duties and responsibilities,and has the rights and authority assigned to Engineer in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. The Contract Price. The Owner will pay the Contractor, because of his performance of the Contract,for the total quantities of work performed at the lump sum and unit prices stipulated in the Proposal subject to additions, and deductions as provided in the GENERAL PROVISIONS. As provided in the GENERAL PROVISIONS,estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINEER as provided in the GENERAL PROVISIONS. Changes, modifications, or amendments in scope,price or fees to this contract shall not be allowed without a prior formal contract amendment approved by the Mayor and the City Council in advance of the change in scope, cost or fees. ARTICLE4. Contract Time. The Contractor agrees to begin work within ten (10) calendar days after issuance by the Owner of a"Work Order"or"Notice to Proceed"and to complete the work within twenty-eight (28) consecutive calendar days thereafter per the phasing requirements as described in the SPECIAL PROVISIONS (except as modified in accordance with the SPECIAL PROVISIONS of these Contract Documents). If the Contractor shall fail to complete the work within the time specified, he and his Surety shall be liable for payment to the Owner, as liquidated damages ascertained and agreed, and not in the nature of a penalty, the amount specified in SPECIAL PROVISIONS of these Contract Documents for each day of delay. To the extent sufficient in amount, liquidated damages shall be deducted from the payments to be made under this Contract. 010600-1 ARTICLE 5. Contract. The executed Contract Documents shall consist of the following: Executed Agreement b. Addenda (if any) , ri. • r ,_ � c. Advertisement for Bids d. Instructions to Bidders ., • e. Proposal f. Statement of Bidder's Qualifications g. List of Proposed Subcontractors h. Performance and Payment Bonds i. General Provisions j. Special Provisions k. Technical Specifications I. Supplemental Specifications m. Drawings n. Certificates of Insurance and Insurance Policies 0. Third Party Insurance This Contract together with other Documents enumerated in this Article 5,which said other Documents are as fully a part of the Contract Documents as if hereto attached or herein repeated,form the Contract between the parties hereto. In the event that any provisions in any component part of this Contract conflicts with any provision of any other component part,the conflict shall be resolved by the Engineer whose decision shall be final. ARTICLE 6. Surety. The Surety on the Performance and Payment Bonds shall be a surety company of financial resources satisfactory to the Owner, authorized to do business in the State of the Project, and shall comply with applicable state laws. ARTICLE 7. Freedom of information Act. City of Fayetteville contracts and documents prepared while performing city contractual work are subject to the Arkansas Freedom of Information Act. If a Freedom of Information Act request is presented to the City of Fayetteville, the contractor will do everything possible to provide the documents in a prompt and timely manner as prescribed in the Arkansas Freedom of Information Act (A.C.A. 25-19-101 et. Seq.). Only legally authorized photo copingcosts pursuant to the FOIA may be assessed for this compliance. ARTICLE 8. Jurisdiction. Legal jurisdiction to resolve any disputes shall be Washington County, Arkansas with Arkansas law applying to the case. . 1 1 010600-2 1 IN WITNESS WHEREOF,the parties hereto have caused this Contract to be executed in four(4)counterparts, each of which shall be considered an original on the day and year first written. H & H ELECTRIC, INC, / = / , /• (Contractor) Michele Overton �l ,�,, ATTEST: Bye / 1 i Title: Ivan. Holloway / President 158 Technic Cir. (Street) Hot , prings, AR. 71901 (City) f ---� /` / . L0_,„,,;,,,,,A ,...... �- yw .. ATTEST: �.►. a . By1 �/_fir/ al -- I Sisedirki G. 45/N/74JS Title: /",i Ci 6 (Print the names underneath all signatures) •\ TA 5:0 / T .;9s+6.,►,,' �� • . moi ",.;�'••• .��:. _�`"'•;FAYETTEVILLE;� = . q S •W. 1 , 7/ 'GTON.6)`� iiiiiiiUlilt I 010600-3 Page Intentionally Left Blank • YZ • ys f mss,. f{tJtr�t. tiiFicFr1��4�``: 010600-4 010700- PERFORMANCE BOND 1. NOTIFICATION The Surety's obligation under this Bond shall arise after: 1.1 The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Default. Such notice shall indicate that the Owner is requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor's performance. Unless the Owner agrees otherwise, any conference requested under this Paragraph shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; 1.2 The Owner declares a Default, terminates the Construction Contract and notifies the Surety. Notice to the Surety, the Owner, or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Failure on the part of the Owner to comply with the notice requirement shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. 2. SURETY'S ACTIONS When the Owner has satisfied the conditions of Paragraph 1, the Surety shall promptly and at the Surety's expense take one of the following actions: 2.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; 2.2 Undertake to perform and complete the Construction Contract itself, through its mutually acceptable agents or independent contractors; 2.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 3 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or 2.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 2.4.1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or 010700-1 1 2.4.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. 3. SURETY OBLIGATIONS If the Surety elects to act under Paragraph 2.1, 2.2, or 2.3, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated,without duplication for: 3.1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; 3.2 additional legal, design professional, and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 2; and 3.3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. 4. SURETY DEFAULT If the Surety does not proceed as provided in Paragraph 2 with reasonable promptness, the Surety shall be deemed to be in default on this Bond ten days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Paragraph 2.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 5. PROCEEDINGS Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit shall be applicable. 6. STATUTORY REQUIREMENTS When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted hereto and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 010700-2 7. PERFORMANCE BOND CERTIFICATE -BOND #66226462 KNOW ALL MEN BY THESE PRESENTS: THAT WE, H & H ELECTRIC INC. as Principal, hereinafter called "Principal", and AUTO-OWNERS INSURANCE COMPANY , State of MICHIGAN , as Surety, hereinafter called "Surety", are held and firmly bound unto the City of Fayetteville, Arkansas, as Obligee, hereinafter called "Owner", in the amount of: TWO HUNDRED TWENTY TWO THOUSAND SEVEN HUNDRED FIFTY FIVE AND NO/CENTS Dollars ($ 222,755.00 ), in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT: WHEREAS, the Principal entered into a Contract with the Owner by written agreement dated the day of , 20 , a copy of which is attached hereto and made a part hereof, hereinafter referred to as the Contract, "Taxiway Lighting Rehabilitation" NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said Contract, including without limitation the maintenance warranty thereof, during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such Contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. Any alterations which may be made in the terms of the Contract, or in the work to be done under it, or the giving by the Owner of an extension of time for the performance of the Contract, or any other forbearance on the part either of the Owner or the Principal to the other shall not release in any way the Principal and Surety, or either of these, their heirs, personal representatives, successors, or assigns from their liability hereunder, notice to the Surety of any alteration, extension or forbearance hereby being waived. In no event shall the aggregate liability of the Surety exceed the sum set out herein. This bond is executed pursuant to the terms of Arkansas Code Annotation §§ 18-44-501 et. Seq., as amended. 010700-3 • Executed on this 20 day of June 2016 SEAL ifs,&.Elect %c, inc. Principal -, ��p By -- f .-e1 � �--.• Signature By Ivan Holloway / President Print Name and Title SEAL • 'a Auto-Owners Insurance Company_ _ a' Surety t n� By 4 aA2i ) /[ :441/(1) orney-In-Fact- Signature By Sharon E. Bridges - Attorney In Fact Attorney-In-Fact- Print Name and Title Surety Address for giving Notices: - Auto-Owners Insurance Company 6101 Anacapri Blvd. Lansing, MI 48917 NOTES: Attach Power of Attorney. Date of Bond must not precede date of Contract. A copy of this Bond must be filed with the , Circuit Clerk in each county wherein the work is to be performed. 1 010700-4 DATE AND ATTACH TO ORIGINAL BOND AUTO-OWNERS INSURANCE COMPANY LANSING,MICHIGAN NO.66226462 POWER OF ATTORNEY KNOW ALL MEN BYTHESE PRESENTS:That the AUTO-OWNERS INSURANCE COMPANY AT LANSING,MICHIGAN,a Michigan Corporation,having.its principal office at Lansing,County of Eaton,State of Michigan,adopted the following Resolution by the directors of the Company on January 27,1971,to wit: "RESOLVED,That the President or any Vice President or Secretary or Assistant Secretary of the Company shall have the power and authority to appoint Attorneys-in-fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings,recognizances, contracts of indemnity, and other writings obligatory in the nature thereof. Signatures of officers and seal of Company imprinted on such powers of attorney by facsimile shall have same force and effect as if manually affixed.Said officers may at any time remove and revoke the authority of any such appointee." Does hereby constitute and appoint SHARON E BRIDGES its true and lawful attorney(s)-in-fact,to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and the execution of such instrument(s)shall be as binding upon the AUTO-OWNERS INSURANCE COMPANY AT LANSING,MICHIGAN as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. IN WITNESS WHEREOF,the AUTO-OWNERS INSURANCE COMPANY AT LANSING, MICHIGAN, has caused this to be signed by its authorized officer this 2nd day of January,2014. / AIL -4, Kenneth R.Schroeder Senior Vice President • STATE OF MICHIGANiss, —----„ COUNTY OF'EATON IsiDA ,,-, kr%........ .ROTARY On this 2nd day of January,2014,before me personally came Kenneth R.Schroeder, to me known,who being duly sworn,did depose :FOOUNTY OF EATON and say that they are Kenneth R.Schroeder, Senior Vice•President of AUTO-OWNERS INSURANCE COMPANY,the corporation Conyrdssion ExTbas ; JANUARY 1.2020 ; described in and which executed the above instrument,that they know the seal of said corporation,that the seal affixed to said instrument is \ " such Corporate Seal,and that they received said instrument on behalf of the corporation by authority of their office pursuant to a Resolution of the Board of Directors of said corporation. F ....... / My commission expires January 1st 2020 or. app Amanda Lamp Notary Public STATE OF MICHIGAN Iss. COUNTY OF EATON the undersigned Senior Vice President,Secretary and General Counsel of AUTO-OWNERS INSURANCE COMPANY,do hereby certify that the authority to issue a power of.attorney as outlined in the above board of directors resolution remains in full force and effect as written and has not been revoked and the resolution asset forth are now in force. — • Signed and sealed at Lansing,Michigan..Dated this 21st day of June 2016 ' ( \ A,. William F.Woodbury,Senior Vice Pr-iident,Secretary al d k_seneral Counsel • • • _ . .2940(10-13) Print Date:06/21/2016 Print Time:02:06:35 PM 010720 - PAYMENT BOND 1. NOTIFICATION The Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in the Bond Certificate)of claims, demands, liens, or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims,demands, liens, or suits to the Contractor and the Surety. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. When the Owner has made notification, the Surety shall promptly and at the Surety's expense defend, indemnify, and hold harmless the Owner against a duly tendered claim,demand, lien, or suit. The Surety's obligations to a Claimant under this Bond shall arise after Claimants have furnished a written notice of non-payment to the Contractor, Surety, or Owner, stating with substantial accuracy the amount claimed and the name of the party to whom the materials, labor, or equipment was furnished or supplied. It is sufficient if a notice of non-payment is given to the Contractor by the Owner. 2. SURETY'S OBLIGATION When a Claimant has satisfied the conditions of Paragraph 1, the Surety shall promptly and at the Surety's expense take the following actions: 2.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and 2.2 Pay or arrange for payment of any undisputed amounts. 2.3 The Surety's failure to discharge its obligations under Paragraph 2.1 or 2.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Paragraph 2.1 or 2.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. 3. DEDICATION OF BOND FUNDS Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 4. OTHER OBLIGATIONS The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make 010720-1 payments to or give notice on behalf of Claimantsor otherwise have any obligations to Claimants under this Bond. � PROCEEDINGS No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Sumeb/, or(2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. G. STATUTORY REQUIREMENTS When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be paMbnnod, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted hereto and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 010720-2 1 7. PAYMENT BOND CERTIFICATE BOND #66226462 KNOW ALL MEN BY THESE PRESENTS: THAT WE, H & H ELECTRIC INC, as Principal, hereinafter called"Principal", and AUTO-OWNERS INSURANCE COMPANY , State of MICHIGAN , as Surety, hereinafter called "Surety", are held and firmly bound unto the City of Fayetteville, Arkansas, as Obligee, hereinafter called "Owner", in the amount of: TWO HUNDRED TWENTY TWO THOUSAND SEVEN HUNDRED FIFTY FIVE & NO/CENTS Dollars ($ 222,755.00 ), in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT: WHEREAS, the Principal entered into a Contract with the Owner by written agreement dated the day of , 20_, a copy of which is attached hereto and made a part hereof, hereinafter referred to as the Contract, "Taxiway Lighting Rehabilitation" NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the work provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such work, and all insurance premiums on said work, and for all labor performed in such work, whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. Any alterations which may be made in the terms of the Contract, or in the work to be done under it, or the giving by the Owner of an extension of time for the performance of the Contract, or any other forbearance on the part either of the Owner or the Principal to the other shall not release in any way the Principal and Surety, or either of these, their heirs, personal representatives, successors, or assigns from their liability hereunder, notice to the Surety of any alteration, extension or forbearance hereby being waived. In no event shall the aggregate liability of the Surety exceed the sum set out herein. This bond is executed pursuant to the terms of Arkansas Code Annotation §§ 18-44-501 et. Seq., as amended. Executed on this 2Ot~hday of June , 20 16 010720-3 I SEAL HA H Electric, Inc. Principal By 614-6W)L//42A90-tkle-- Signature By Ivan Holloway / President Print Name and Title SEAL Auto-Owners- Insurance 'Company . Surety . By �! 43/1Z1) Eg/Lt 4 • .ey-Ln-Fact-Signature • By Sharon E. Bridges - Attorney In Fact Attorney-In-Fact- Print Name and Title Surety Address for giving Notices: Auto Owners Insurance Company 6101 Anacapri Blvd. Lansing, MI 48917 NOTES: Attach Power of Attorney. Date of Bond must not precede date of Contract. A copy of this Bond must be filed with the Circuit Clerk in each county wherein the work is to be performed. 010720-4 DATE AND ATTACH TO ORIGINAL BOND AUTO-OWNERS INSURANCE COMPANY LANSING,MICHIGAN N0.66226462 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the AUTO-OWNERS INSURANCE COMPANY AT LANSING,MICHIGAN,a Michigan Corporation,having its principal office at Lansing,County of Eaton.State of Michigan,adopted the following Resolution by the directors of the Company on January 27,1971,to wit: "RESOLVED,That the President or any Vice President or Secretary or Assistant Secretary of the Company shall have the power and authority to appoint Attorneys-in-fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings;recognizances, contracts of indemnity, and other writings obligatory in the nature thereof. Signatures of officers and seal of Company imprinted on such powers of attorney by facsimile shall havesame force and effect as if'manually affixed.Said officers may at any time remove and revoke the authority of any such appointee." Does hereby constitute and appoint SHARON E BRIDGES its true and lawful attorney(s)-in-fact,to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and the execution of such instrument(s)shall be as binding upon the AUTO-OWNERS INSURANCE COMPANY AT LANSING, MICHIGAN as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. IN WITNESS WHEREOF,the AUTO-OWNERS INSURANCE COMPANY AT LANSING, MICHIGAN,has caused this to be signed by its authorized officer this 2nd day of January,2014. / �. r f E,• • Kenneth R.Schroeder Senior Vice President STATE OF MICHIGAN1 55. "` COUNTY OF EATON I ,Y C•'NOTARY PUBLIC a , On this.2nd day of January,2014,before me personally came Kenneth R.Schroeder, to me known,who being duly sworn,did depose :COUNTY OF EATON t and say that they are Kenneth R.Schroeder, Senior Vice President of AUTO-OWNERS INSURANCE COMPANY,the corporation I :"y°°" "' �"ss' �°�' P JANUARY I.2024 described in and which executed the above instrument,that they know the seal of said corporation,that the seal affixed to said instrument is �\N:na*emueo ra,=.' such Corporate.Seal,and-that they received said instrument on behalf of the corporation by authority of their office pursuant to a Resolution `.q•..• 4. of the Board of.Directors of said corporation. .�O N11C / / My commission expires. January 1st .2020 'r ' - , Amanda Lamp Notary Public STATE OF MICHIGAN ss. COUNTY OF EATON _ !,the undersigned Senior Vice President,Secretary and General Counsel of AUTO-OWNERS INSURANCE COMPANY,do hereby certify that the authority to issue a power of attorney as outlined in the above board of directors resolution remains in full force and effect as written and has not been revoked and the resolution as set forth are now in force. • Signed and sealed at Lansing,Michigan.Dated this 21st day of June 2016 e , i' a,A . • 4 William F.Woodbury,Senior Vice Prsident,Secre a a, . eneral Counsel 2940(10-13) Print Date:06/21/2016 Print Time:02:06:35 PM AC 150/5370-10G 7/21/2014 GENERAL PROVISIONS SECTION 10 DEFINITION OF TERMS Whenever the following terms are used in these specifications,in the contract,or in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning shall be interpreted as follows: 10-1 AASHTO. The American Association of State Highway and Transportation Officials, the successor association to AASHO. 10-2 ACCESS ROAD.The right-of-way,the roadway and all improvements constructed thereon connecting the airport to a public highway. 10-3 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. 10-4 AIRPORT IMPROVEMENT PROGRAM (A113). A grant-in-aid pnognmnn, administered by the Federal Aviation Administration(FAA). 10-5 AIR OPERATIONS AREA (AOA). For the purpose of these specifications, the term air operations area (AOA)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, taxiway, or apron. 10-6 AIRPORT.Airport means an area of land or water which is used or intended to be used for the landing and takeoff of aircraft;an appurtenant area used or intended to be used for airport buildings or other airport facilities or rights of way; and airport buildings and facilities located in any of these areas, and includes a heliport. 10-7 ASTM INTERNATIONAL(ASTM). Formerly known as the American Society for Testing and Materials (ASTM). 10-8 AWARD. The Owner's notice to the successful bidder of the acceptance of the submitted bid. 10-9 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 airport facilities or rights-of-way together with all airport buildings and facilities located thereon. 10-11 CALENDAR DAY. Every day 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 vvorh, covered by a change nnde,, must 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:Advertisement, Contract Form, Proposal, Performance Bond, Payment Bond, any required insurance certificates, Specifications, Plans, and any addenda issued to bidders. GP-1 AC 150/5370-10G 7/21/2014 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 CONTRACTOR'S LABORATORY. The Contractor's quality control organization in accordance with the Contractor Quality Control Program. 10-18 CONSTRUCTION SAFETY AND PHASING PLAN (CSPP). The overall plan for safety and phasing of a construction project developed by the airport operator,or developed by the airport operator's consultant and approved by the airport operator. It is included in the invitation for bids and becomes part of the project specifications. 10-19 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area. 10-20 ENGINEER. The individual, partnership, firm, or corporation duly authorized by the Owner to be responsible for engineering observation of the contract work and acting directly or through an authorized representative. 10-21 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. 10-22 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. 10-23 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 or her duly authorized representative. 10-24 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, Commercial Item Descriptions, and supplements,amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. 10-25 FORCE ACCOUNT. Force account work is planning, engineering, or construction work done by the Sponsor's employees. 10-26 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary observations of the work performed or being performed, or of the materials furnished or being furnished by the Contractor. 10-27 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words "directed," "required," "permitted," "ordered," "designated," "prescribed," or words of 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. GP-2 AC 150/5370-10G 7/21/2014 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. 10-28 LABORATORY. The official testing laboratories of the Owner or such other laboratories as may be designated by the Engineer. Also referred to as"Engineer's Laboratory"or"quality assurance laboratory." 10-29 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. 10-30 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%of the total amount of the award contract. All other items shall be considered minor contract items. 10-31 MATERIALS.Any substance specified for use in the construction of the contract work. 10-32 NOTICE TO PROCEED (NTP). 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. 10-33 OWNER. The term"Owner"shall mean the party of the first part or the contracting agency signatory to the contract. Where the term"Owner"is capitalized in this document, it shall mean airport Sponsor only. 10-34 PASSENGER FACILITY CHARGE (PFC). Per 14 CFR Part 158 and 49 USC§40117, a PFC is a charge imposed by a public agency on passengers enplaned at a commercial service airport it controls." 10-35 PAVEMENT. The combined surface course, base course, and subbase course, if any, considered as a single unit. 10-36 PAYMENT BOND. The approved form of security furnished by the Contractor and his or her surety as a guaranty that the Contractor will pay in full all bills and accounts for materials and labor used in the construction of the work. 10-37 PERFORMANCE BOND. The approved form of security furnished by the Contractor and his or her surety as a guaranty that the Contractor will complete the work in accordance with the terms of the contract. 10-38 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. 10-39 PROJECT.The agreed scope of work for accomplishing specific airport development with respect to a particular airport. 10-40 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of the plans and specifications. 10-41 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the bidder will enter into a contract if his or her proposal is accepted by the Owner. 10-42 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. GP-3 AC 150/5370-10G 7/21/2014 10-43 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. 10-44 SPONSOR.A Sponsor is defined in 49 USC§47102(24)as a public agency that submits to the FAA for an AIP grant; or a private Owner of a public-use airport that submits to the FAA an application for an AIP grant for the airport. 10-45 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. 10-46 SUBGRADE. The soil that forms the pavement foundation. 10-47 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. 10-48 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%,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. 10-49 SURETY. The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds that are furnished to the Owner by the Contractor. 10-50 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, aircraft parking areas, and terminal areas. 10-51 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. 10-52 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 six (6) hours toward completion of the contract. When work is suspended for causes beyond the Contractor's control, it will not be counted as a working day. Saturdays, Sundays and holidays on which the Contractor's forces engage in regular work will be considered as working days. END OF SECTION 10 GP-4 AC 15015370-10G 7121/2014 SECTION 20 PROPOSAL REQUIREMENTS AND CONDITIONS 20-1 ADVERTISEMENT(NOTICE TO BIDDERS). (See Page 0100004) 20-2 QUALIFICATION OF BIDDERS. Each bidder shall furnish the Owner satisfactory evidence of his or her competency to perform the proposed work. Such evidence of competency, unless otherwise specified, shall consist of statements covering the bidder's past experience on similar work, a list of equipment that would be available for the work, and a list of key personnel that would be available. In addition,each bidder shall furnish the Owner satisfactory evidence of his or her financial responsibility.Such evidence of financial responsibility, unless otherwise specified, shall consist of a confidential statement or report of the bidder's financial resources and liabilities as of the last calendar year or the bidder's last fiscal year. Such statements or reports shall be certified by a public accountant.At the time of submitting such financial statements or reports, the bidder shall further certify whether his or her financial responsibility is approximately the same as stated or reported by the public accountant. If the bidder's financial responsibility has changed,the bidder shall qualify the public accountant's statement or report to reflect the bidder's true financial condition at the time such qualified statement or report is submitted to the Owner. Unless otherwise specified, a bidder may submit evidence that he or she is prequalified with the State Highway Division and is on the current "bidder's list" of the state in which the proposed work is located. Such evidence of State Highway Division prequalification may be submitted as evidence of financial responsibility in lieu of the certified statements or reports specified above. Each bidder shall submit"evidence of competency" and "evidence of financial responsibility"to the Owner at the time of bid opening. 20-3 CONTENTS OF PROPOSAL FORMS. The Owner shall furnish bidders with proposal forms. All papers bound with or attached to the proposal forms are necessary parts and must not be detached. The plans, specifications, and other documents designated in the proposal form shall be considered a part of the proposal whether attached or not. 20-4 ISSUANCE OF PROPOSAL FORMS. The Owner reserves the right to refuse to issue a proposal form to a prospective bidder should such bidder be in default for any of the following reasons: a. Failure to comply with any prequalification regulations of the Owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding. b. Failure to pay,or satisfactorily settle,all bills due for labor and materials on former contracts in force with the Owner at the time the Owner issues the proposal to a prospective bidder. c. Documented record of Contractor default under previous contracts with the Owner. d. Documented record of unsatisfactory work on previous contracts with the Owner. GP-5 AC 15015370-10G 7/21/2014 ' 20-5 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES.An estimate of quantities of work to be done and materials to be furnished under these specifications is given in the proposal. It is the result of careful calculations and is believed to be correct. It is given only as a basis for comparison of proposals and the award of the contract. The Owner does not expressly, or by implication, agree that the actual quantities involved will correspond exactly therewith; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions pertaining to the work. Payment to the Contractor will be made only for the actual quantities of work performed or materials furnished in accordance with the plans and specifications. It is understood that the quantities may be increased or decreased as hereinafter provided in the subsection 40-02 titled ALTERATION OF WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices. 20-6 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected to carefully examine the site of the proposed work,the proposal, plans,specifications,and contract forms.Bidders shall satisfy themselves 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 proposal 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. 20-7 PREPARATION OF PROPOSAL.The bidder shall submit his or her proposal on the forms furnished by the Owner.All blank spaces in the proposal forms must be correctly filled in where indicated for each and every item for which a quantity is given. If so requested, the bidder shall state the price (written in ink or typed)both in words and numerals for which they propose to do for each pay item furnished in the proposal. In case of conflict between words and numerals,the words, unless obviously incorrect,shall govern. The bidder shall sign the proposal correctly and in ink. If the proposal is made by an individual, his or her name and post office address must be shown. If made by a partnership,the name and post office address of each member of the partnership must be shown. If made by a corporation,the person signing the proposal shall give the name of the state under the laws of which the corporation was chartered and the name,titles, and business address of the president,secretary,and the treasurer.Anyone signing a proposal as an agent shall file evidence of his or her authority to do so and that the signature is binding upon the firm or corporation. 20-8 RESPONSIVE AND RESPONSIBLE BIDDER. A responsive bid conforms to all significant terms and conditions contained in the Sponsor's invitation for bid. It is the Sponsor's responsibility to decide if the exceptions taken by a bidder to the solicitation are material or not and the extent of deviation it is willing to accept. A responsible bidder has the ability to perform successfully under the terms and conditions of a proposed procurement, as defined in 49 CFR § 18.36(b)(8). This includes such matters as Contractor integrity, compliance with public policy, record of past performance, and financial and technical resources. 20-9 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following reasons: a. If the proposal is on a form other than that furnished by the Owner,or if the Owner's form is altered, or if any part of the proposal form is detached. b. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind that make the proposal incomplete, indefinite,or otherwise ambiguous. c. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the case of authorized alternate pay items, for which the bidder is not required to furnish a unit price. d. If the proposal contains unit prices that are obviously unbalanced. GP-6 AC 150/5370-10G 7/21/2014 e. If the proposal is not accompanied by the proposal guaranty specified by the Owner. The Owner reserves the right to reject any irregular proposal and the right to waive technicalities if such waiver is in the best interest of the Owner and conforms to local laws and ordinances pertaining to the letting of construction contracts. 20-10 BID GUARANTEE. Each separate proposal shall baaccompanied byaeep@fte4 cashier's check,or other specified acceptable collateral,in the amount specified in the proposal form. Such check,or collateral, shall be made payable to the Owner. 20-11 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a sealed envelope plainly marked with the project number, locaon of airport, and name and business address of the bidder on the outside. When sent by mail, preferably registered, the sealed proposal, marked as indicated above, should be enclosed in an additional envelope.No proposal will be considered unless received at the place specified in the advertisement or as modified by Addendum before the time specified for opening all bids. Proposals received after the bid opening time shall be returned to the bidder unopened. 20-12 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise (by withdrawal of one proposal and submission of another)a proposal provided that the bidder's request for withdrawal is received by the Owner in writing or by fax or email before the time specified for opening bids. Revised proposals must be received at the place specified in the advertisement before the time specified for opening all bids. 20-13 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at the time and place specified in the advertisement.Bidders,their authorized agents,and other interested persons are invited to attend. Proposals that have been withdrawn (by written or telegraphic request)or received after the time specified for opening bids shall be returned to the bidder unopened. 20-14 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for any of the following reasons: a. Submitting more than one proposafrom the same partnership,firm,or corporation under the same or different name. b. Evidence of collusion among bidders. Bidders participating in such collusion shall be disqualified as bidders for any future work of the Owner until any such participating bidder has been reinstated by the Owner as a qualified bidder. c. If the bidder is considered to be in "default"for any reason specified in the subsection 20-04 titled ISSUANCE OF PROPOSAL FORMS of this section. END OF SECTION 20 GP-7 AC 150/5370-10G 7/21/2014 SECTION 30 AWARD AND EXECUTION OF CONTRACT 30-1 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern. Until the award of a contract is made, the Owner reserves the right to reject a bidder's proposal for any of the following reasons: a. If the proposal is irregular as specified in the subsection 20-09 titled IRREGULAR PROPOSALS of Section 20. b. If the bidder is disqualified for any of the reasons specified in the subsection 20-14 titled DISQUALIFICATION OF BIDDERS of Section 20. In addition, until the award of a contract is made,the Owner reserves the right to reject any or all proposals, waive technicalities,if such waiver is in the best interest of the Owner and is in conformance with applicable state and local laws or regulations pertaining to the letting of construction contracts; advertise for new proposals; or proceed with the work otherwise.All such actions shall promote the Owner's best interests. 30-2 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made within-{ - - "e- - e- - --- -- - --- - - - -•- - at the time referenced in the Advertisement and the Proposal, unless otherwise specified herein. Award of the contract shall be made by the Owner to the lowest, qualified bidder whose proposal conforms to the cited requirements of the Owner. 30-3 CANCELLATION OF AWARD. The Owner reserves the right to cancel the award without liability to the bidder, except return of proposal guaranty, at any time before a contract has been fully executed by all parties and is approved by the Owner in accordance with the subsection 30-07 titled APPROVAL OF CONTRACT of this section. 30-4 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of the two lowest bidders, will be returned immediately after the Owner has made a comparison of bids as specified in the subsection 30-01 titled CONSIDERATION OF PROPOSALS of this section. Proposal guaranties of the two lowest bidders will be retained by the Owner until such time as an award is made, at which time, the unsuccessful bidder's proposal guaranty will be returned.The successful bidder's proposal guaranty will be returned as soon as the Owner receives the contract bonds as specified in the subsection 30-05 titled REQUIREMENTS OF CONTRACT BONDS of this section. 30-5 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the contract, the successful bidder shall furnish the Owner a surety bond or bonds that have been fully executed by the bidder and the surety guaranteeing the performance of the work and the payment of all legal debts that may be incurred by reason of the Contractor's performance of the work. The surety and the form of the bond or bonds shall be acceptable to the Owner. Unless otherwise specified in this subsection, the surety bond or bonds shall be in a sum equal to the full amount of the contract. 30-6 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessary agreements for entering into the contract and return the signed contract to the Owner, along with the fully executed surety bond or bonds specified in the subsection 30-05 titled REQUIREMENTS OF CONTRACT BONDS of this section, within the time specified in the proposal. - -. --. - :•• •• _. ••-. -_ GP-9 AC 150/5370-10G 7/21/2014 ' 30-7 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or bonds that have been executed by the successful bidder, the Owner shall complete the execution of the contract in accordance with local laws or ordinances, and return the fully executed contract to the Contractor. Delivery of the fully executed contract to the Contractor shall constitute the Owner's approval to be bound by the successful bidder's proposal and the terms of the contract. 30-8 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the contract and furnish an acceptable surety bond or bonds within the 15-calendar-day period specified in the subsection 30-06 titled EXECUTION OF CONTRACT of this section shall be just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the Owner. END OF SECTION 30 GP-10 AC 150/5370-1OG 7/21/2014 SECTION 40 SCOPE OF WORK 40-1 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. 40-2 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%(total cost being based on the unit prices and estimated quantities in the awarded contract). Alterations that do not exceed the 25% 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 that 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%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. Supplemental agreements shall be approved by the FAA and shall include all applicable Federal contract provisions for procurement and contracting required under AIP. Supplemental agreements shall also require consent of the Contractor's surety and separate performance and payment bonds. 40-3 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. Should a contract item be omitted or otherwise ordered to be non-performed, 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 90-04 titled PAYMENT FOR OMITTED ITEMS of Section 90. 40-4 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,the Engineer may order the Contractor to proceed with Extra Work as provided in the subsection 90-05 titled PAYMENT FOR EXTRA 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 defined in the subsection 10-48 titled SUPPLEMENTAL AGREEMENT of Section 10. GP-11 AC 150/5370-1OG 7/21/2014 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. 40-5 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. a. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas (AOAs) of the airport with respect to his or her own operations and the operations of all subcontractors as specified in the subsection 80-04 titled LIMITATION OF OPERATIONS of Section 80. It is further 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 70-15 titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS in Section 70. b. With respect to his or her own operations and the operations of all 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. c. 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 be responsible for the repair of any damage caused by the Contractor's equipment and personnel. The Contractor shall furnish, erect, and maintain barricades, warning signs, flag person, and other traffic control devices in reasonable conformity with the Manual on Uniform Traffic Control Devices (MUTCD) (http://mutcd.fhwa.dot.00v/), unless otherwise specified. 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. Unless otherwise specified herein, the Contractor will not be required to furnish snow removal for such existing road, street,or highway. 40-6 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 40-07 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 used in the work as otherwise provided for in the contract and shall remain the property of the Owner when so used in the work. 40-7 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 embankment or waste,the Contractor may at his or 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, GP-12 AC 150/5370-10G 7/2112014 b. Remove such material from the site, upon written approval of the Engineer; or C. Use such material for the Contractor's own temporary construction on site; or, d. Use such material as intended by the terms of the contract. Should the Contractor wish to exercise option a., b., or c., the Contractor 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 or 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 use of such material used in the work or removed from the site. Should the Engineer approve the Contractor's exercise of option a., the Contractor shall be paid, at the applicable contract price,for furnishing and installing such material in accordance with requirements of the contract item in which the material is used. It is understood and agreed that the Contractor shall make no claim for delays by reason of his or 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. 40-8 FINAL CLEANUP. 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.The Contractor 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. END OF SECTION 40 GP-13 AC 150/5370-10G 7/21/2014 SECTION 50 CONTROL OF WORK 50-1 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, and as to the manner of performance and rate of progress of the work. The Engineer shall decide all questions that may arise as to the interpretation of the specifications or plans relating to the work.The Engineer shall determine the amount and quality of the several kinds of work performed and materials furnished which are to be paid for the under contract. The Engineer does not have the authority to accept pavements that do not conform to FAA specification requirements. 50-2 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 furnished,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 or her opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner, the Engineer will'advise the Owner of his or her determination that the affected work be accepted and remain in place. In this event, the Engineer will document the determination and recommend to the Owner a basis of acceptance that 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 sound engineering judgment and such tests or retests of the affected work as are, in the Engineer's opinion, needed. Changes in the contract price shall be covered by contract change order or supplemental agreement as applicable. If the Engineer finds the materials furnished,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 responsibility to insist on strict compliance with the requirements of the contract, plans, and specifications during the Contractor's execution of the work, when, in the Engineer's opinion, such compliance is essential to provide an acceptable finished portion of the work. For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide the Engineer with the authority, after consultation with the FAA, to use sound engineering judgment in his or 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. The Engineer will not be responsible for the Contractor's means, methods, techniques, sequences, or procedures of construction or the safety precautions incident thereto. 50-3 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 case of discrepancy, calculated dimensions will govern over scaled dimensions; contract technical specifications shall govern over contract general provisions, plans, cited standards for materials or testing, and cited advisory circulars (ACs); GP-1 5 AC 15015370-10G 7121/2014 ' contract general provisions shall govern over plans,cited standards for materials or testing,and cited ACs; plans shall govern over cited standards for materials or testing and cited ACs. If any paragraphs contained in the Special Provisions conflict with General Provisions or Technical Specifications,the Special Provisions shall govern. From time to time,discrepancies within cited testing standards occur due to the timing of the change, edits, and/or replacement of the standards. If the Contractor discovers any apparent discrepancy within standard test methods, the Contractor shall immediately ask the Engineer for an interpretation and decision, and such decision shall be final. 50-4 COOPERATION OF CONTRACTOR. The Contractor will be supplied with three copies each of the plans and specifications. The Contractor 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. The Contractor shall give constant attention to the work to facilitate the progress thereof,and shall cooperate with the Engineer and his or her inspectors and with other contractors in every way possible. The Contractor shall have a competent superintendent on the work at all times who is fully authorized as his or 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 or her authorized representative. 50-5 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 the 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 or her contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced because of the presence and operations of other Contractors working within the limits of the same project. The Contractor shall arrange his or 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. The Contractor shall join his or her work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. 50-6 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 their own or the Contractor's guidance shall be preserved by the Contractor. In case of negligence on the part of the Contractor, or their 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. The Contractor will be required to furnish all lines, grades and measurements from the control points necessary for the proper execution and control of the work contracted for under these specifications. The Contractor must give copies of survey notes to the Engineer for each area of construction and for each placement of material as specified to allow the Engineer to make periodic checks for conformance with plan grades, alignments and grade tolerances required by the applicable material specifications. All surveys must be provided to the Engineer prior to commencing work items that will cover or disturb the survey staking as set by the Contractor's surveyor.Survey(s)and notes shall be provided in the following format(s): MS Excel and Microstation DTM. In the case of error,on the part of the Contractor,their surveyor,employees or subcontractors, resulting in established grades, alignment or grade tolerances that do not concur with GP-16 AC 150/5370-10G 7/21/2014 those specified or shown on the plans, the Contractor is solely responsible for cmnrection, remova|, replacement and all associated costat no additional cost to the Owner. No direct payment will be mnade, unless otherwise specified in contract documents,for this|abor, materials, or other expenses. The cost shall be included in the price of the bid for the various items of the Contract. Construction Staking and Layout includes but is not limited to: a. Clearing and Grubbing perimeter staking b. Rough Grade slope stakes at 100-foot(30-m)stations c. Drainage Swales slope stakes and flow line blue tops at 50-foot(15-m)stations Subgrade blue tops at 25-foot (7.5'rn) stations and 254bcd (7.5-mn) offset distance (maximum) for the following section locations: a. Runway—minimum five (5) per station b. Taxiways—minimum three (3)per station c. Holding apron areas—minimum three(3) per station d. Roadways—minimum three(3)per station Base Course blue tops at 25-foot (7.5-nm) stations and 25-foot (7.5-m) offset distance (maximum) for the following section locations: a. Runway—minimum five (5) per station b. Taxiways—minimum three (3)per station c. Holding apron areas—minimum three(3)per station Pavement areas: a. Edge of Pavement hubs and tacks(for stringline by Contractor)at 100-foot(30-m)stations. b. Between Lifts at 25-foot(7.5-m)stations for the following section locations: (1) Runways—each paving lane width (2) Taxiways—each paving lane width (3) Holding areas—each paving lane width c. After finish paving operations at 50-foot(15-rn)stations: (1) All paved areas—Edge of each paving lane prior to next paving lot d. Shoulder and safety area blue tops at 50-foot(15-m)stations and at all break points with maximum of 50-foot(15-m)offsets. e. Fence lines at 1OD-focd(3O-rn)stations minimum. f. Electrical and Communications System locations, lines and grades including but not limited to duct runs, connections, fixtures, signs, lights, Visual Approach Slope Indicators (VASIs), Precision Approach Path Indicators(PAPIs), Runway End Identifier Lighting(REIL),Wind Cones, Distance Markers(signs), pull GP-17 AC 150/5370-10G 7/21/2014SIM , boxes and manholes. g. Drain lines, cut stakes and alignment on 25-foot(7.5-m)stations, inlet and manholes. h. Painting and Striping layout (pinned with 1.5 inch PK nails) marked for paint Contractor. (All nails shall be removed after painting). i. Laser, or other automatic control devices, shall be checked with temporary control point or grade hub at a minimum of once per 400 feet(120 m) per pass (that is, paving lane). The establishment of Survey Control and/or reestablishment of survey control shall be by a State Licensed Land Surveyor. Controls and stakes disturbed or suspect of having been disturbed shall be checked and/or reset as directed by the Engineer without additional cost to the Owner. 50-7 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. 50-8 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors shall be authorized to inspect all work done and all material furnished. Such inspection may extend to all 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 are authorized to notify the Contractor or his or 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 a decision. 50-9 INSPECTION OF THE WORK. All materials and each part or detail of the work shall be subject to inspection. The Engineer shall be allowed access to all parts of the work and shall be furnished 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. 1 GP-18 I AC 150/5370-1OG 712112014 50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work that 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 50-02 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 70- 14 titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70. No removal work made under provision of this subsection shall be done without lines and grades having been established by the Engineer.Work done contrary to the instructions of the Engineer,work done beyond the lines shown on the plans or as established by the Engineer, 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 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 that 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 or her hauling equipment and shall correct such damage at his or her own expense. 50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work during construction and until the work is accepted. 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 50-12 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 Owner 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. GP-19 AC 15015370-10G 712112014 ' 50-14 PARTIAL ACCEPTANCE. If at any time during the execution of the project the Contractor substantially completes a usable unit or portion of the work,the occupancy of which will benefit the Owner, the Contractor 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,the Engineer may accept it as being complete, 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 complete 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 for work or materials not clearly provided for in the contract, plans, or specifications or previously authorized as extra work, the Contractor shall notify the Engineer in writing of his or her intention to claim such additional compensation before the Contractor begins the work on which the Contractor 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 a 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. END OF SECTION 50 GP-20 AC 150/5370-10G 7/21/2014 SECTION 60 CONTROL OF MATERIALS 60-1 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used in 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 furnish 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 furnished 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 stated. If it is found after trial that sources of supply for previously approved materials do not produce specified products, the Contractor shall furnish materials from other sources. The Contractor shall furnish 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 furnish such equipment that is: a. Listed in advisory circular(AC)150/5345-53,Airport Lighting Equipment Certification Program, and Addendum that is in effect on the date of advertisement; and, b. Produced by the manufacturer as listed in the Addendum cited above for the certified equipment part number. 60-2 SAMPLES, TESTS, AND CITED SPECIFICATIONS. Unless otherwise designated, 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, quality assurance tests in accordance with the cited standard methods of ASTM, American Association of State Highway and Transportation Officials (AASHTO), Federal Specifications, Commercial Item Descriptions, and all other cited methods,which are current on the date of advertisement for bids,will be made by and at the expense of the Engineer. The testing organizations performing on-site quality assurance field tests shall have copies of all referenced standards on the construction site for use by all technicians and other personnel, including the Contractor's representative at his or her request. Unless otherwise designated, samples for quality assurance will be taken by a qualified representative of the Engineer.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 their request after review and approval of the Engineer. The Contractor shall employ a testing organization to perform all Contractor required Quality Control tests. The Contractor shall submit to the Engineer resumes on all testing organizations and individual persons who will be performing the tests.The Engineer will determine if such persons are qualified.All the test data shall be reported to the Engineer after the results are known. A legible, handwritten copy of all test data shall be given to the Engineer daily, along with printed reports, in an approved format, on a weekly basis. After completion of the project, and prior to final payment, the Contractor shall submit a final report to the Engineer showing all test data reports, plus an analysis of all results showing ranges, averages, and corrective action taken on all failing tests. GP-21 AC 150/5370-10G 7/21/2014 1 60-3 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 furnish the specified "brand name," the Contractor shall be required to furnish 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 furnish an "or equal" material or assembly, the Contractor shall furnish 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" 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. 60-4 PLANT INSPECTION. The Engineer or his or 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 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 the Engineer has contracted for materials. 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 that 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. GP-22 AC 150/5370-1OG 7/21/2014 604 ENGINEER'S FIELD OFFICE. The Contractor shalt furnish for the duration of the project one building for the use of the field Engineers and inmpectona, as a field office as required within these specifications. 60-6 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 wboroga, may again be inspected prior to their use in the work. Stored materials shall be located 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 p|ens, 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 furnish 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 or her entire expanaa, except as otherwise agreed to (in writing) by the Owner or lessee of the property. 60-7 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the requirements of the oontract, p|ons, 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 asmemmb|y, the defects of which have been corrected by the C|ontracbor, shall not be returned to the site of the work until such time as the Engineer has approved its use in the work. 60-8 OWNER FURNISHED MATERIALS.The Contractor shall furnish all materials required to complete the work, except those spooifiod. ifany, hobefurnished bythe Owner. Owner-furnished materials shall be made available to the Contractor at the location specified. All costs of handling, transportation from the specified location to the site of work, storage, and installing Owner-furnished materials shall be included in the unit price bid for the contract item in which such Owner- furnished material is used. mvoepfummiahmdmmmtmda| iausod. After any Owner-furnished material has been delivered to the location specified, the Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies that may occur during 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-furnished materials. END OF SECTION 60 GP-23 AC 150/5370-10G 7/21/2014 SECTION 70 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 70-1 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. The Contractor 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 or 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 the Contractor or the Contractor's employees. 70-2 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 execution of the work. All required City permits shall be obtained by the Contractor, however fees associated with City issued permits will be waived. 70-3 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, the Contractor shall provide for such use by suitable legal agreement with the Patentee or Owner.The Contractor and the surety shall indemnify and hold 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 execution or after the completion of the work. 70-4 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 as follows: Owner Person to Contract(Phone Number) Fayetteville—Drake Field Johnny Roscoe (479) 718-7642 FAA Sean Stephens (479) 649-2410 Except as listed above, 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. 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 to facilitate such construction, reconstruction or maintenance by others whether or not such work by others is listed above.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. GP-25 AC 150/5370-1OG 7/21/2014 70-5 FEDERAL AID PARTICIPATION. For Airport Improvement Program (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 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 Title 49 of the USC and the Rules and Regulations of the FAA that pertain to the work. As required by the USC, the contract work is subject to the inspection and approval of duly authorized representatives of the FAA Administrator, 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 USC, the rules and regulations implementing the USC, 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. 70-6 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and maintain in a neat, sanitary condition such accommodations for the use of his or 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 that are unsanitary, hazardous, or dangerous to his or her health or safety. 70-7 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his or her operations and those of his or her subcontractors and all suppliers,to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with respect to his or her own operations and those of his or her subcontractors and all suppliers in accordance with the subsection 40-05 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 80-04 titled LIMITATION OF OPERATIONS of Section 80 hereinafter. 70-8 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall furnish, 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. Unless otherwise specified, barricades, warning signs, and markings for hazards that are in the air operations area(AOAs)shall be a maximum of 18 inches high. Unless otherwise specified, barricades shall be spaced as detailed in the Construction Safety and Phasing Plan eot-FROfe4hart 4feet apart. Barricades,warning signs, and markings shall be paid for under subsection 40-05. For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning signs, lights and other traffic control devices in reasonable conformity with the Manual on Uniform Traffic Control Devices. 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 advisory circular(AC) 150/5340-1, Standards for Airport Markings. The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches, excavations, temporary stock piles, and the Contractor's 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 150/5370-2, Operational Safety on Airports During Construction. GP-26 AC 150/5370-10G 7/21/2014 The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to AC 150/5370-2. The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to commencing work that requires such erection and shall maintain the barricades, warning signs, and markings for hazards until their removal is directed by the Engineer. Open-flame type lights shall not be permitted. 70-9 USE OF EXPLOSIVES. When the use of explosives is necessary for the execution 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 (300 m)from the work or from any building, road, or other place of human occupancy. 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 or 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 (300 m) 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 execution of the work, resulting from any act, omission, neglect, or misconduct in manner or method of executing the work, or at any time due to defective work or materials, and said responsibility shall not be released until the project has 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 non- execution thereof by the Contractor,the Contractor shall restore,at his or 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 the Contractor shall make good such damage or injury in an acceptable manner. GP-27 AC 150/5370-10G 7/21/2014 ' 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 or her contract 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 or her surety may be held until such suits, actions,or claims for injuries or damages 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 or she is adequately protected by public liability and property damage insurance. 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 for 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 herein and 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 or her own estimate of the difficulties involved in arranging the work to permit such beneficial occupancy by the Owner as described in the Construction Safety and Phasing Plan.belew: Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner in accordance with the subsection 50-14 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 or her expense. The Contractor shall make his or 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. Contractor shall be required to conform to safety standards contained AC 150/5370-2 (see Special Provisions). Contractor shall refer to the approved Construction Safety Phasing Plan (CSPP) to identify barricade requirements and other safety requirements prior to opening up sections of work to traffic. 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 50-14 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 non-execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the 1 GP-28 AC 150/5370-1OG 7/21/2014 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. 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 or 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, seeding, and sodding furnished under the 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 70-04 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 their 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 on the plans and the Owners are indicated as shown in Section 70-04. follows: 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 the 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 or her plan of operations. Such notification shall be in writing addressed to THE PERSON TO CONTACT as provided in this subsection and subsection 70- 04 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 provided, it shall be the responsibility of the Contractor to keep such individual Owners advised of changes in their plan of operations that would affect such Owners. Prior to beginning the work in the general vicinity of an existing utility service or facility,the Contractor shall again notify each such Owner of their 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 furnish a written summary of the notification to the Engineer. The Contractor's failure to give the two days'notice shall be cause for the Owner to suspend the Contractor's operations in the general vicinity of a utility service or facility. GP-29 AC 150/5370-1OG 7/21/2014 N� Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use hand excavation methods within 3 feet(1 m) 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, the Contractor 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 their operations whether due to negligence or accident. The Owner reserves the right to deduct such costs from any monies due or which may become due the Contractor, or his or her surety. 70-15.1 FAA FACILITIES AND CABLE RUNS.The Contractor is hereby advised that the construction limits of the project include existing facilities and buried cable runs that are owned, operated and maintained by the FAA. The Contractor, during the execution of the project work, shall comply with the following: a. The Contractor shall permit FAA maintenance personnel the right of access to the project work site for purposes of inspecting and maintaining all existing FAA owned facilities. b. The Contractor shall provide notice to the FAA Air Traffic Organization (ATO)/Technical Operations/System Support Center(SSC) Point-of-Contact through the airport Owner a minimum of seven (7)calendar days prior to commencement of construction activities in order to permit sufficient time to locate and mark existing buried cables and to schedule any required facility outages. c. If execution of the project work requires a facility outage,the Contractor shall contact the FAA Point- of-Contact a minimum of 72 hours prior to the time of the required outage. d. Any damage to FAA oab|es, access roads, or FAA facilities during construction caused by the Contractor's equipment or personnel whether by negligence or accident will require the Contractor to repair or replace the damaged cables,access road,or FAA facilities to FAA requirements.The Contractor shall not bear the cost to repair damage to underground facilities or utilities improperly located by the FAA. e. If the project work requires the cutting or splicing of FAA owned cables, the FAA Point-of-Contact shall be contacted a minimum of 72 hours prior to the time the cable work commences. The FAA reserves the right to have a FAA representative on site to observe the splicing of the cables as a condition of acceptance. All cable splices are to be accomplished in accordance with FAA specifications and require approval by the FAA Point-of-Contact as a condition of acceptance by the Owner. The Contractor is hereby advised that FAA restricts the location of where splices may be installed. If a cable splice is required in a location that is not permitted by FAA,the Contractor shall furnish and install a sufficient length of new cable that eliminates the need for any splice. 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 by this contract, there shall be no liability upon the Engineer, his or 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. GP-30 AC 150/5370-10G 7/21/2014 • 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 stop the Owner from correcting any measurement, estimate, or certificate made before or after completion of the work, nor shall the Owner be precluded or stopped from recovering from the Contractor or his or her surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill his or 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. 70-19 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all Federal, state, and local laws and regulations controlling pollution of the environment. The Contractor 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 or her operations, any building, part of a building, structure, or object that is incongruous with its surroundings, the Contractor shall immediately cease operations in that location and notify the Engineer.The Engineer will immediately investigate the Contractor's finding and the Owner will direct the Contractor to either resume operations or to suspend operations as directed. Should the Owner 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 change order or supplemental agreement as provided in the subsection 40-04 titled EXTRA WORK of Section 40 and the subsection 90-05 titled PAYMENT FOR EXTRA WORK of Section 90. If appropriate, the contract change order or supplemental agreement shall include an extension of contract time in accordance with the subsection 80-07 titled DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. END OF SECTION 70 GP-31 AC 150/5370-1OG 7/21/2014 SECTION 80 EXECUTION AND PROGRESS 80-1 SUBLETTING OF CONTRACTThe Owner witl not recognize any subcontractor on the work The Contractor shall at all times when work is in progress be represented either in peoyom, by a qualified supehntendent, or by other designated, qualified representative who is duly authorized to receive and execute orders of the Engineer. The Contractor shall provide copies of all subcontracts to the Engineer. The Contractor shall perform, with his organization, an amount of work equal to at least 25 percent of the total contract cost. Should the Contractor elect to assign his or her contractsaid 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. 80-2 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 the time frame set forth in the proposal 40 �'=``. but inany event, the Contractor shall notify the Engineer at least 24 hours in advance of the time actual construction operations will begin. The Contractor shall not commence any actual construction prior to the date on which the notice to proceed is issued by the Owner. 80-3 EXECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit their progress schedule for the Engineer's approval before the prebonboiinJ ='=' • = e- = ' -` '= '` ° " e-```. The Contractor's progress auhedu|e, 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 requost, submit a revised schedule for completion of the work within the contract time and modify their operations to provide such additional motahm|s, equipment, and labor necessary to meet the revised schedule. Should the execution of the work be discontinued for any reason,the Contractor shall notify the Engineer at least 24 hours in advance of resuming operations. The Contractor shall not commence any actual construction prior to the date on which the notice to proceed is issued by the Owner. 80-4 LIMITATION OF OPERATIONS. The Contractor shall control his or her operations and the operations of his or her subcontractors and all suppliers to provide for the free and unobstructed movement of aircraft in the air operations areas(AOA)of the airport. When the work requires the Contractor to conduct his or her operations within an AOA of the airport, the work shall be coordinated with airport operations (through the Engineer) at least 48 hours prior to commencement of such work. The Contractor shall not close an AOA until so authorized by the Engineer and until the necessary temporary marking and associated lighting is in place as provided in the subsection 70-08 titled BARRICADES,WARNING SIGNS,AND HAZARD MARKINGS of Section 70. AC 150/5370-1OG 7/21/2014 1 When the contract work requires the Contractor to work within an AOA of the airport on an intermittent basis (intermittent opening and closing of the AOA), the Contractor shall maintain constant communications as specified; immediately obey all instructions to vacate the AOA; immediately obey all instructions to resume work in such AOA. Failure to maintain the specified communications or to obey instructions shall be cause for suspension of the Contractor's operations in the AOA until the satisfactory conditions are provided.41% Contractor shall be required to conform to safety standards contained in AC 150/5370-2,Operational Safety on Airports During Construction(see Special Provisions). 80-04.1 OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION. All Contractors' operations shall be conducted in accordance with the project Construction Safety and Phasing Plan (CSPP) and the provisions set forth within the current version of AC 150/5370-2. The CSPP included within the contract documents conveys minimum requirements for operational safety on the airport during construction activities. The Contractor shall prepare and submit a Safety Plan Compliance Document that details how it proposes to comply with the requirements presented within the CSPP. The Contractor shall implement all necessary safety plan measures prior to commencement of any work activity. The Contractor shall conduct routine checks to assure compliance with the safety plan measures. The Contractor is responsible to the Owner for the conduct of all subcontractors it employs on the project. The Contractor shall assure that all subcontractors are made aware of the requirements of the CSPP and that they implement and maintain all necessary measures. No deviation or modifications may be made to the approved CSPP unless approved in writing by the Owner or Engineer. 80-5 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. Any person employed by the Contractor or by any subcontractor who violates any operational regulations or operational safety requirements and,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 approval of the Engineer. Should the Contractor fail to remove such persons or person, or fail to furnish suitable and sufficient personnel for the proper execution of the work, the Engineer may suspend the work by written notice until compliance with such orders. All equipment that 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. GP-34 AC 150/5370-10G 7/21/2014 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, the Contractor 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. 80-6 TEMPORARY SUSPENSION OF THE WORK. The Owner shall have the authority to suspend the work wholly, or in part, for such period or periods as the Owner may deem necessary, due to unsuitable weather, or such other conditions as are considered unfavorable for the execution 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 Owner, 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 or 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 Owner, 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. The Contractor 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. 80-7 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of calendar or working 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: a. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the Engineer. The Engineer will furnish the Contractor a copy of his or her weekly statement of the number of working days charged against the contract time during the week and the number of working days currently specified for completion of the contract(the original contract time plus the number of working days, if any,that have been included in approved CHANGE ORDERS or SUPPLEMENTAL AGREEMENTS covering EXTRA WORK). GP-35 AC 150/5370-10G 7/21/2014 The Engineer shall base his or her weekly statement of contract time charged on the following considerations: (1) No time shall be charged for days on which the Contractor is unable to proceed with the principal item of work under construction at the time for at least six (6) hours with the normal work force employed on such principal item.Should the normal work force be on a double-shift, 12 hours shall be used. Should the normal work force be on a triple-shift, 18 hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of the principal item of work under construction or temporary suspension of the entire work which have been ordered by the Owner for reasons not the fault of the Contractor, shall not be charged against the contract time. (2) The Engineer will not make charges against the contract time prior to the effective date of the notice to proceed. (3) The Engineer will begin charges against the contract time on the first working day after the effective date of the notice to proceed. (4) The Engineer will not make charges against the contract time after the date of final acceptance as defined in the subsection 50-15 titled FINAL ACCEPTANCE of Section 50. (5) The Contractor will be allowed one (1) week in which to file a written protest setting forth his or her objections to the Engineer's weekly statement. If no objection is filed within such specified time, the weekly statement shall be considered as acceptable to the Contractor. The contract time(stated in the proposal)is based on the originally estimated quantities as described in the subsection 20-05 titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of Section 20. Should the satisfactory completion of the contract require performance of work in greater quantities than those estimated in the proposal,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 contract time shall not consider either the cost of work or the extension of contract time that has been covered by change order or supplemental agreement and shall be made at the time of final payment. b. 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 non-work days. All calendar days elapsing between the effective dates of the Owner'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. c. When the contract time is a specified completion date, it shall be the date on which all contract work shall be substantially complete. GP-36 AC 150/5370-10G 7/2112014 If the Contractor finds it impossible for reasons beyond his or her control to complete the work within the contract time as specified, or as extended in accordance with the provisions of this subsection, the Contractor may, at any time prior to the expiration of the contract time as extended, make a written request to the Owner for an extension of time setting forth the reasons which the Contractor believes will justify the granting of his or her request. Requests for extension of time on calendar day projects,caused by inclement weather, shall be supported with National Weather Bureau data showing the actual amount of inclement weather exceeded what could normally be expected during the contract period, as detailed in the Special Provisions. The Contractor's plea that insufficient time was specified is not a valid reason for extension of time. If the supporting documentation justify the work was delayed because of conditions beyond the control and without the fault of the Contractor, the Owner may extend the time for completion by a change order that adjusts the contract time or completion date. The extended time for completion shall then be in full force and effect,the same as though it were the original time for completion. 80-8 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as specified in the contract, that any work remains uncompleted after the contract time (including all extensions and adjustments as provided in the subsection 80-07 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 or her surety. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages including but not limited to additional engineering services that will be incurred by the Owner should the Contractor fail to complete the work in the time provided in their contract. --- -- - e. - - -- e. . Construction time shall be as included in the Proposal and 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 wavier on the part of the Owner of any of its rights under the contract. 80-9 DEFAULT AND TERMINATION OF CONTRACT.The Contractor shall be considered in default of his or 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 and/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 execution 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 g. Allows any final judgment to stand against the Contractor 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 above, the Engineer 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. GP-37 AC 15015370-1OG 7/21/2014 I MS 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 execution 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 execution 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 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 or her responsibilities for the completed work nor shall it relieve his or her surety of its obligation for and concerning any just claim arising out of the work performed. 80-11 WORK AREA, STORAGE AREA AND SEQUENCE OF OPERATIONS. The Contractor shall obtain approval from the Engineer prior to beginning any work in all areas of the airport. No operating runway,taxiway,or air operations area(AOA)shall be crossed,entered,or obstructed while it is operational. The Contractor shall plan and coordinate his or her work in such a manner as to ensure safety and a minimum of hindrance to flight operations. -_ -- -e-•e":' - '_ . _ - '- _ e- _ _ - _ _ - •• •• - - :_ _ -_ _ _ _ ' _ _ _ No equipment will be allowed to park within the approach area of an active runway at any time. •'• _ -_ ' . END OF SECTION 80 GP-38 AC 150/5370-10G 7/21/2014 SECTION 90 MEASUREMENT AND PAYMENT 90-1 MEASUREMENT OF QUANTITIES. All work completed under the contract will be measured by the Engineer, or his or 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 furnished 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 inch. The term "ton" will mean the short ton consisting of 2,000 lb (907 km) avoirdupois. All materials that are measured or proportioned by weights shall be weighed on accurate, approved scales by competent, qualified personnel at locations designed by the Engineer. If material is shipped by rail,the car weight may be accepted provided that only the actual weight of material is 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 for the materials hauled, 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. 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 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 (kg). When measured by volume, such volumes will be measured at 60°F (16°C) or will be corrected to the volume at 60°F (16°C) using ASTM D1250 for asphalts or ASTM ©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. GP-39 AC 150/5370-10G 7/21/2014 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 (kg)or hundredweight(km). Timber will be measured by the thousand feet board measure(MFBM)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 90-05 titled PAYMENT FOR EXTRA 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 gauge, 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. Scales shall be accurate within 1/2%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% 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 km) 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 weighting-accuracy test will be reduced by the percentage of error in excess of one-half of 1%. 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. GP-40 AC 150/5370-1OG 7/21/2014 When the estimated quantities for a specific portion of the work are designated as the pay quantities in the oontraot, 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. 90-2 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 execution thereof, subject to the provisions of the subsection 70-18 titled NO WAIVER OF LEGAL RIGHTS of Section 70. 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. 90-3 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 40-02 titled ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected reinmbureenmerd, or loss of anticipated profits suffered or claimed by the Contractor which results directly from such alterations or indirectly from his or her unbalanced allocation of overhead and profit among the contract items, or from any other cause. 90-4 PAYMENT FOR OMITTED ITEMS.As specified in the subsection 40-03 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 non-perform 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 the amount of such costs. 90-5 PAYMENT FOR EXTRA WORK. Extra vvork, performed in accordance with the subsection 40'04 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. 90-6 PARTIAL PAYMENTS. Partial payments will be made to the Contractor at least once each month as the work progresses. Said payments will be based upon eatimatea, prepared by the Engineer, of the , value of the work performed and materials complete and in p|ece, in accordance with the omntnact, p|ana, and specifications. Such partial payments may also include the delivered actual cost of those materials stockpiled and stored in accordance with the subsection 90-07 titled PAYMENT FOR MATERIALS ON HAND of this section. No partial payment will be made when the amount due to the Contractor since the last estimate amounts to less than five hundred dollars. GP-41 AC 150/5370-10G 7/21/2014 I The Contractor is required to pay all subcontractors for satisfactory performance of their contracts no later than 30 days after the Contractor has received a partial payment. The Owner must ensure prompt and full payment of retainage from the prime Contractor to the subcontractor within 30 days after the subcontractor's work is satisfactorily completed.A subcontractor's work is satisfactorily completed when all the tasks called for in the subcontract have been accomplished and documented as required by the Owner.When the Owner has made an incremental acceptance of a portion of a prime contract,the work of a subcontractor covered by that acceptance is deemed to be satisfactorily completed. From the total of the amount determined to be payable on a partial payment, 5 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 90-08 titled PAYMENT OF WITHHELD FUNDS of this section. The balance(95 percent)of the amount payable, less all previous payments,shall be certified for payment. Should the Contractor exercise his or her option, as provided in the subsection 90-08 titled PAYMENT OF WITHHELD FUNDS of this section, no such percent retainage shall be deducted. When at least 95%of the work has been completed,the Engineer shall,at the Owner's discretion and with the consent of the surety, prepare estimates of both the contract value and the cost of the remaining work to be done. The Owner may retain 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 90-09 titled ACCEPTANCE AND FINAL PAYMENT of this section. The Contractor shall deliver to the Owner a complete release of all claims for labor and material arising out of this contract before the final payment is made. If any subcontractor or supplier fails to furnish such a release in full, the Contractor may furnish a bond or other collateral satisfactory to the Owner to indemnify the Owner against any potential lien or other such claim. The bond or collateral shall include all costs, expenses, and attorney fees the Owner may be compelled to pay in discharging any such lien or claim. 90-7 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. GP-42 1 AC 150/5370-1OG 7/21/2014 e. The Contractor has furnished the Owner evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the work. 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 or 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. . 90-8 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, if an Owner withholds retainage in accordance with the methods described in subsection 90-06 PARTIAL PAYMENTS, the Contractor may request that the Owner deposit the retainage into an escrow account.The Owner's deposit of retainage into an escrow account is subject to 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 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. 90-9 ACCEPTANCE AND FINAL PAYMENT.When the contract work has been accepted in accordance with the requirements of the subsection 50-15 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 the Contractor's 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-doy paripd, 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 50-16 titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. After the Contractor has approved, or approved under protest, the Engineer's final estimate, and after the Engineer's receipt of the project closeout documentation required in subsection 90-11 Project Closeout, final payment will be processed based on the entire sum, or the undisputed sum in case of approval under pnzbost, 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 50-16 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. GP-43 AC 150/5370-1OG 7/21/2014 90-10 CONSTRUCTION WARRANTY. a. In addition to any other warranties in this contract, the Contractor warrants that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, workmanship, or design furnished, or performed by the Contractor or any subcontractor or supplier at any tier. b. This warranty shall continue for a period of one year from the date of final acceptance of the work. If the Owner takes possession of any part of the work before final acceptance, this warranty shall continue for a period of one year from the date the Owner takes possession. However, this will not relieve the Contractor from corrective items required by the final acceptance of the project work. c. The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Owner real or personal property, when that damage is the result of: (1) The Contractor's failure to conform to contract requirements; or (2) Any defect of equipment, material,workmanship, or design furnished by the Contractor. d. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to work repaired or replaced will run for one year from the date of repair or replacement. e. The Owner will notify the Contractor, in writing, within 14 days after the discovery of any failure, defect,or damage. f. If the Contractor fails to remedy any failure,defect,or damage within 30 days after 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. g. With respect to all warranties,express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract,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, as directed by the Owner, and (3) Enforce all warranties for the benefit of the Owner. h. This warranty shall not limit the Owner's rights with respect to latent defects, gross mistakes, or fraud. 90-11 PROJECT CLOSEOUT.Approval of final payment to the Contractor is contingent upon completion and submittal of the items listed below.The final payment will not be approved until the Engineer approves the Contractor's final submittal.The Contractor shall: a. Provide two(2)one(1)copy of all manufacturers warranties specified for materials,equipment,and installations. b. Provide weekly payroll records (not previously received) from the general Contractor and all subcontractors. c. Complete final cleanup in accordance with subsection 40-08, FINAL CLEANUP. d. Complete all punch list items identified during the Final Inspection. e. Provide complete release of all claims for labor and material arising out of the Contract. f. Provide a certified statement signed by the subcontractors, indicating actual amounts paid to the GP-44 AC 150/5370-10G 7/21/2014 Disadvantaged Business Enterprise(DBE)subcontractors and/or suppliers associated with the project. g. When applicable per state requirements, return copies of sales tax completion forms. h. Manufacturer's certifications for all items incorporated in the work. i. All required record drawings, as-built drawings or as-constructed drawings. j. Project Operation and Maintenance (O&M)Manual. I. Equipment commissioning documentation submitted, if required. END OF SECTION 90 GP-45 AC 15015370-10G 7/21/2014 SECTION 100 CONTRACTOR QUALITY CONTROL PROGRAM 100-1 GENERAL.When the specification requires a Contractor Quality Control Program, the Contractor shall establish, provide, and maintain an effective Quality Control Program that details the methods and procedures that will be taken to assure that all materials and completed construction required by this contract conform to contract plans, technical specifications and other requirements,whether manufactured by the Contractor, or procured from subcontractors or vendors. Although guidelines are established and certain minimum requirements are specified here and elsewhere in the contract technical specifications, the Contractor shall assume full responsibility for accomplishing the stated purpose. The intent of this section is to enable the Contractor to establish a necessary level of control that will: a. Adequately provide for the production of acceptable quality materials. b. Provide sufficient information to assure both the Contractor and the Engineer that the specification requirements can be met. c. Allow the Contractor as much latitude as possible to develop his or her own standard of control. The Contractor shall be prepared to discuss and present, at the preconstruction conference, their understanding of the quality control requirements. The Contractor shall not begin any construction or production of materials to be incorporated into the completed work until the Quality Control Program has been reviewed and accepted by the Engineer. No partial payment will be made for materials subject to specific quality control requirements until the Quality Control Program has been reviewed. The quality control requirements contained in this section and elsewhere in the contract technical specifications are in addition to and separate from the acceptance testing requirements.Acceptance testing requirements are the responsibility of the Engineer. Paving projects over$500,000 shall have a Quality Control(QC)/Quality Assurance(QA)workshop with the Engineer, Contractor, subcontractors, testing laboratories, and Owner's representative and the FAA prior to or at start of construction. The workshop shall address QC and QA requirements of the project specifications. The Contractor shall coordinate with the Airport and the Engineer on time and location of the QC/QA workshop. 100-2 DESCRIPTION OF PROGRAM. a. General description. The Contractor shall establish a Quality Control Program to perform quality control inspection and testing of all items of work required by the technical specifications, including those performed by subcontractors. This Quality Control Program shall ensure conformance to applicable specifications and plans with respect to materials, workmanship, construction, finish, and functional performance.The Quality Control Program shall be effective for control of all construction work performed under this Contract and shall specifically include surveillance and tests required by the technical specifications, in addition to other requirements of this section and any other activities deemed necessary by the Contractor to establish an effective level of quality control. b. QUALITY CONTROL PROGRAM. The Contractor shall describe the Quality Control Program in a written document that shall be reviewed and approved by the Engineer prior to the start of any production, construction, or off-site fabrication. The written Quality Control Program shall be submitted to the Engineer for review and approval at least 10 calendar days before the associated work begins. The Contractor's Quality Control Plan and Quality Control testing laboratory must be approved in writing by the Engineer prior to the Notice to Proceed (NTP). GP-47 AC 150/5370-10G 7/21/2014 ' The Quality Control Program shall be organized to address, as a minimum, the following items: a. Quality control organization b. Project progress schedule c. Submittals schedule d. Inspection requirements e. Quality control testing plan f. Documentation of quality control activities g. Requirements for corrective action when quality control and/or acceptance criteria are not met The Contractor is encouraged to add any additional elements to the Quality Control Program that is deemed necessary to adequately control all production and/or construction processes required by this contract. 100-3 QUALITY CONTROL ORGANIZATION. The Contractor Quality Control Program shall be implemented by the establishment of a separate quality control organization.An organizational chart shall be developed to show all quality control personnel and how these personnel integrate with other management/production and construction functions and personnel. The organizational chart shall identify all quality control staff by name and function, and shall indicate the total staff required to implement all elements of the Quality Control Program,including inspection and testing for each item of work. If necessary, different technicians can be used for specific inspection and testing functions for different items of work. If an outside organization or independent testing laboratory is used for implementation of all or part of the Quality Control Program, the personnel assigned shall be subject to the qualification requirements of paragraph 100-03a and 100-03b.The organizational chart shall indicate which personnel are Contractor employees and which are provided by an outside organization. The quality control organization shall, as a minimum, consist of the following personnel: a. Program Administrator. The Program Administrator shall be a full-time on-site employee of the Contractor, or a consultant engaged by the Contractor. The Program Administrator shall have a minimum of five(5)years of experience in airport and/or highway construction and shall have had prior quality control experience on a project of comparable size and scope as the contract. Additional qualifications for the Program Administrator shall include at least one of the following requirements: (1) Professional Engineer with one(1)year of airport paving experience. (2) Engineer-in-training with two(2)years of airport paving experience. (3) An individual with three(3)years of highway and/or airport paving experience,with a Bachelor of Science Degree in Civil Engineering,Civil Engineering Technology or Construction. (4) Construction materials technician certified at Level Ill by the National Institute for Certification in Engineering Technologies (NICET). (5) Highway materials technician certified at Level III by NICET. (6) Highway construction technician certified at Level III by NICET. GP-48 1 AC 150/5370-10G 7/21/2014 (7) A NICET certified engineering technician in Civil Engineering Technology with five (5) years of highway and/or airport paving experience. The Program Administrator shall have full authority to institute any and all actions necessary for the successful implementation of the Quality Control Program to ensure compliance with the contract plans and technical specifications. The Program Administrator shall report directly to a responsible officer of the construction firm. The Program Administrator may supervise the Quality Control Program on more than one project provided that person can be at the job site within two(2)hours after being notified of a problem. b. Quality control technicians. A sufficient number of quality control technicians necessary to adequately implement the Quality Control Program shall be provided. These personnel shall be either Engineers, engineering technicians, or experienced craftsman with qualifications in the appropriate field equivalent to NICET Level II or higher construction materials technician or highway construction technician and shall have a minimum of two (2)years of experience in their area of expertise. The quality control technicians shall report directly to the Program Administrator and shall perform the following functions: (1) Inspection of all materials,construction, plant,and equipment for conformance to the technical specifications, and as required by subsection 100-06. (2) Performance of all quality control tests as required by the technical specifications and subsection 100-07. (3) Performance of density tests for the Engineer when required by the technical specifications. Certification at an equivalent level, by a state or nationally recognized organization will be acceptable in lieu of NICET certification. c. Staffing levels.The Contractor shall provide sufficient qualified quality control personnel to monitor each work activity at all times. Where material is being produced in a plant for incorporation into the work, separate plant and field technicians shall be provided at each plant and field placement location. The scheduling and coordinating of all inspection and testing must match the type and pace of work activity. The Quality Control Program shall state where different technicians will be required for different work elements. 100-4 PROJECT PROGRESS SCHEDULE. The Contractor shall submit a coordinated construction schedule for all work activities.The schedule shall be prepared as a network diagram in Critical Path Method (CPM), Program Evaluation and Review Technique (PERT), or other format, or as otherwise specified in the contract. As a minimum, it shall provide information on the sequence of work activities, milestone dates, and activity duration. The Contractor shall maintain the work schedule and provide an update and analysis of the progress schedule on a twice monthly basis, or as otherwise specified in the contract. Submission of the work schedule shall not relieve the Contractor of overall responsibility for scheduling, sequencing, and coordinating all work to comply with the requirements of the contract. 100-5 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all submittals (for example, mix designs, material certifications) and shop drawings required by the technical specifications. The listing can be developed in a spreadsheet format and shall include: a. Specification item number b. Item description c. Description of submittal GP-49 AC 15015370-1OG 7/21/2014 d. Specification paragraph requiring submittal e. Scheduled date of submittal 100-6 INSPECTION REQUIREMENTS.Quality control inspection functions shall be organized to provide inspections for all definable features of work,as detailed below.All inspections shall be documented by the Contractor as specified by subsection 100-07. Inspections shall be performed daily to ensure continuing compliance with contract requirements until completion of the particular feature of work. These shall include the following minimum requirements: a. During plant operation for material production, quality control test results and periodic inspections shall be used to ensure the quality of aggregates and other mix components, and to adjust and control mix proportioning to meet the approved mix design and other requirements of the technical specifications. All equipment used in proportioning and mixing shall be inspected to ensure its proper operating condition. The Quality Control Program shall detail how these and other quality control functions will be accomplished and used. b. During field operations, quality control test results and periodic inspections shall be used to ensure the quality of all materials and workmanship.All equipment used in placing,finishing, and compacting shall be inspected to ensure its proper operating condition and to ensure that all such operations are in conformance to the technical specifications and are within the plan dimensions, lines, grades, and tolerances specified. The Program shall document how these and other quality control functions will be accomplished and used. 100-7 QUALITY CONTROL TESTING PLAN. As a part of the overall Quality Control Program, the Contractor shall implement a quality control testing plan, as required by the technical specifications. The testing plan shall include the minimum tests and test frequencies required by each technical specification Item, as well as any additional quality control tests that the Contractor deems necessary to adequately control production and/or construction processes. The testing plan can be developed in a spreadsheet fashion and shall, as a minimum, include the following: a. Specification item number(for example, P-401) b. Item description (for example, Plant Mix Bituminous Pavements) c. Test type(for example, gradation, grade,asphalt content) d. Test standard (for example, ASTM or American Association of State Highway and Transportation Officials(AASHTO)test number, as applicable) e. Test frequency (for example, as required by technical specifications or minimum frequency when requirements are not stated) f. Responsibility(for example, plant technician) g. Control requirements (for example,target, permissible deviations) The testing plan shall contain a statistically-based procedure of random sampling for acquiring test samples in accordance with ASTM D3665. The Engineer shall be provided the opportunity to witness quality control sampling and testing. All quality control test results shall be documented by the Contractor as required by subsection 100-08. GP-50 1 AC 150/5370-1OG 7/21/2014 100-8 DOCUMENTATION.The Contractor shall maintain current quality control records of all inspections and tests performed. These records shall include factual evidence that the required inspections or tests have been performed, including type and number of inspections or tests involved; results of inspections or tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken. These records must cover both conforming and defective or deficient features,and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records shall be furnished to the Engineer daily. The records shall cover all work placed subsequent to the previously furnished records and shall be verified and signed by the Contractor's Program Administrator. Specific Contractor quality control records required for the contract shall include, but are not necessarily limited to,the following records: a. Daily inspection reports. Each Contractor quality control technician shall maintain a daily log of all inspections performed for both Contractor and subcontractor operations.These technician's daily reports shall provide factual evidence that continuous quality control inspections have been performed and shall, as a minimum, include the following: • (1) Technical specification item number and description (2) Compliance with approved submittals (3) Proper storage of materials and equipment (4) Proper operation of all equipment (5) Adherence to plans and technical specifications (6) Review of quality'control tests (7) Safety inspection. The daily inspection reports shall identify inspections conducted,results of inspections, location and nature of defects found, causes for rejection,and remedial or corrective actions taken or proposed. The daily inspection reports shall be signed by the responsible quality control technician and the Program Administrator.The Engineer shall be provided at least one copy of each daily inspection report on the work day following the day of record. b. Daily test reports. The Contractor shall be responsible for establishing a system that will record all quality control test results. Daily test reports shall document the following information: (1) Technical specification item number and description (2) Test designation (3) Location (4) Date of test (5) Control requirements (6) Test results (7) Causes for rejection (8) Recommended remedial actions (9) Retests Test results from each day's work period shall be submitted to the Engineer prior to the start of the next day's work period. When required by the technical specifications, the Contractor shall maintain statistical quality control charts.The daily test reports shall be signed by the responsible quality control technician and the Program Administrator. GP-51 AC 150/5370-1OG 7/21/2014 ' 100-9 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall indicate the appropriate action to be taken when a process is deemed,or believed,to be out of control(out of tolerance) and detail what action will be taken to bring the process into control. The requirements for corrective action shall include both general requirements for operation of the Quality Control Program as a whole, and for individual items of work contained in the technical specifications. The Quality Control Program shall detail how the results of quality control inspections and tests will be used for determining the need for corrective action and shall contain clear sets of rules to gauge when a process is out of control and the type of correction to be taken to regain process control. When applicable or required by the technical specifications,the Contractor shall establish and use statistical quality control charts for individual quality control tests. The requirements for corrective action shall be linked to the control charts. 100-10 SURVEILLANCE BY THE ENGINEER. All items of material and equipment shall be subject to surveillance by the Engineer at the point of production, manufacture or shipment to determine if the Contractor,producer,manufacturer or shipper maintains an adequate quality control system in conformance with the requirements detailed here and the applicable technical specifications and plans. In addition, all items of materials,equipment and work in place shall be subject to surveillance by the Engineer at the site for the same purpose. Surveillance by the Engineer does not relieve the Contractor of performing quality control inspections of either on-site or off-site Contractor's or subcontractor's work. 100-11 NONCOMPLIANCE. a. The Engineer will notify the Contractor of any noncompliance with any of the foregoing requirements. The Contractor shall, after receipt of such notice, immediately take corrective action. Any notice, when delivered by the Engineer or his or her authorized representative to the Contractor or his or her authorized representative at the site of the work, shall be considered sufficient notice. b. In cases where quality control activities do not comply with either the Contractor Quality Control Program or the contract provisions, or where the Contractor fails to properly operate and maintain an effective Quality Control Program, as determined by the Engineer, the Engineer may: (1) Order the Contractor to replace ineffective or unqualified quality control personnel or subcontractors. (2) Order the Contractor to stop operations until appropriate corrective actions are taken. END OF SECTION 100 GP-52 AC 150/5370-1OG 7/21/2014 SECTION 105 MOBILIZATION 105-1 DESCRIPTION. This item shall consist of work and operations, but is not limited to, work and operations necessary for the movement of personnel, equipment, material and supplies to and from the project site for work on the project except as provided in the contract as separate pay items. 105-1.1 POSTED NOTICES. Prior to commencement of construction activities the Contractor must post the following documents in a prominent and accessible place where they may be easily viewed by all employees of the prime Contractor and by all employees of subcontractors engaged by the prime Contractor: Equal Employment Opportunity (EEO) Poster "Equal Employment Opportunity is the Law" in accordance with the Office of Federal Contract Compliance Programs Executive Order 11246,as amended; Davis Bacon Wage Poster(WH 1321)-DOL"Notice to All Employees"Poster;and Applicable Davis-Bacon Wage Rate Determination. These notices must remain posted until final acceptance of the work by the Owner. 405-2 BASIS OF MEASUREMENT AND PAYMENT. Measurement and payment of Mobilization shall be as described within these specifications. - - e- - •-• t:• - •e•" a.- e; • - - e • t".e*•- -e- -ee* *e•_ •••• .e., - _ ez • r.*:- - t-et. ••- • a0.. END OF SECTION 105 GP-53 AC 150/5370-10G 7/21/2014 SECTION 110 METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION LIMITS (PWL) 110-1 GENERAL. When the specifications provide for acceptance of material based on the method of estimating percentage of material within specification limits (PWL), the PWL will be determined in accordance with this section. All test results for a lot will be analyzed statistically to determine the total estimated percent of the lot that is within specification limits. The PWL is computed using the sample average (X) and sample standard deviation (Sn) of the specified number (n) of sublots for the lot and the specification tolerance limits, L for lower and U for upper, for the particular acceptance parameter. From these values, the respective Quality index, QL for Lower Quality Index and/or QU for Upper Quality Index, is computed and the PWL for the lot for the specified n is determined from Table 1. All specification limits specified in the technical sections shall be absolute values.Test results used in the calculations shall be to the significant figure given in the test procedure. There is some degree of uncertainty(risk)in the measurement for acceptance because only a small fraction of production material (the population) is sampled and tested. This uncertainty exists because all portions of the production material have the same probability to be randomly sampled. The Contractor's risk is the probability that material produced at the acceptable quality level is rejected or subjected to a pay adjustment. The Owner's risk is the probability that material produced at the rejectable quality level is accepted. It is the intent of this section to inform the Contractor that,in order to consistently offset the Contractor's risk for material evaluated, production quality (using population average and population standard deviation) must be maintained at the acceptable quality specified or higher. In all cases, it is the responsibility of the Contractor to produce at quality levels that will meet the specified acceptance criteria when sampled and tested at the frequencies specified. 110-2 METHOD FOR COMPUTING PWL.The computational sequence for computing PWL is as follows: a. Divide the lot into n sublots in accordance with the acceptance requirements of the specification. b. Locate the random sampling position within the sublot in accordance with the requirements of the specification. c. Make a measurement at each location, or take a test portion and make the measurement on the test portion in accordance with the testing requirements of the specification. d. Find the sample average (X)for all sublot values within the lot by using the following formula: X=(x, +x2 +x3 +. . .x„)/ n. Where: X=Sample average of all sublot values within a lot x1, x2= Individual sublot values n = Number of sublots e. Find the sample standard deviation (Sn)by use of the following formula: Sn = [(d12+d22 +d324. ... d„2)/(n-1)]112 Where: Sn = Sample standard deviation of the number of sublot values in the set d1,d2 = Deviations of the individual sublot values x1,x2,..from the average value X that is:d1 = (x1 -X), d2 =(x2 -X) ... d„ _ (x„ -X) n = Number of sublots GP-55 AC 15015370-10G 7/21/2014 I f. For single sided specification limits(that is, L only), compute the Lower Quality Index QL by use of "" the following formula: QL =(X-L)IS„ Where: L= specification lower tolerance limit Estimate the percentage of material within limits (PWL) by entering Table 1 with QL, using the column appropriate to the total number(n)of measurements. If the value of QL falls between values shown on the table, use the next higher value of PWL. g. For double-sided specification limits(that is, L and U),compute the Quality Indexes QL and QU by use of the following formulas: QL =(X-L)IS„ And Qu =(U-X)/S„ Where: L and U =specification lower and upper tolerance limits Estimate the percentage of material between the lower(L)and upper(U)tolerance limits(PWL) by entering Table 1 separately with QL and Qu, using the column appropriate to the total number(n)of measurements, and determining the percent of material above PL and percent of material below Pu for each tolerance limit. If the values of QL fall between values shown on the table, use the next higher value of PL or Pu. Determine the PWL by use of the following formula: PWL=(Pu +P�)_100 Where: PL = percent within lower specification limit Pu = percent within upper specification limit EXAMPLE OF PWL CALCULATION Project: Example Project Test Item: Item P-401, Lot A. A. PWL Determination for Mat Density. 1. Density of four random cores taken from Lot A. A-1 =96.60 A-2=97.55 A-3 =99.30 A-4 =98.35 n =4 2. Calculate average density for the lot. X=(xi +x2 + x3 + . . .Xn)/n X=(96.60 + 97.55 +99.30 + 98.35)/4 X=97.95% density 3. Calculate the standard deviation for the lot. GP-56 AC 150/5370-10G 7/21/2014 Sn = [((96.60 -97.95)2+(97.55-97.95)2+ (99.30 -97.95)2+ (98.35-97.95)2))/(4 - 1)]112 Sn = [(1.82 + 0.16 + 1.82+0.16)/3]112 Sn = 1.15 4. Calculate the Lower Quality Index QL for the lot. (L=96.3) QL = (X-L)/Sn QL = (97.95- 96.30)/ 1.15 QL = 1.4348 5. Determine PWL by entering Table 1 with QL= 1.44 and n=4. PWL = 98 B. PWL Determination for Air Voids. 1. Air Voids of four random samples taken from Lot A. A-1 = 5.00 A-2 = 3.74 A-3 =2.30 A-4 = 3.25 2. Calculate the average air voids for the lot. X= (X1 +x2+x3 . . .x )/n X= (5.00 + 3.74 +2.30+3.25)/4 X= 3.57% 3. Calculate the standard deviation Sn for the lot. Sn = [((3.57 - 5.00)2+(3.57-3.74)2 + (3.57 -2.30)2+ (3.57-3.25)2)1(4- 1)]1/2 Sn= [(2.04+ 0.03 + 1.62+0.10)/3]1/2 Sn = 1.12 4. Calculate the Lower Quality Index QL for the lot. (L=2.0) QL =(X- L)/Sn QL =(3.57-2.00)/ 1.12 QL= 1.3992 5. Determine PL by entering Table 1 with QL= 1.41 and a=4. PL =97 • 6. Calculate the Upper Quality Index Qu for the lot. (U=5.0) Qu = (U -X)/Sn Qu = (5.00 -3.57)/ 1.12 Qu = 1.2702 7. Determine Pu by entering Table 1 with Qu = 1.29 and n =4. Pu = 93 GP-57 AC 15015370-10G 7/21/2014 , 8. Calculate Air Voids PWL PWL = (PL+ Pu)- 100 PWL = (97+ 93)- 100 =90 EXAMPLE OF OUTLIER CALCULATION (REFERENCE ASTM E178) Project: Example Project Test Item: Item P-401, Lot A. A. Outlier Determination for Mat Density. 1. Density of four random cores taken from Lot A arranged in descending order. A-3 =99.30 A-4= 98.35 A-2= 97.55 A-1 =96.60 2. Use n=4 and upper 5% significance level of to find the critical value for test criterion = 1.463. 3. Use average density, standard deviation, and test criterion value to evaluate density measurements. a. For measurements greater than the average: If (measurement - average)I (standard deviation) is less than test criterion, then the measurement is not considered an outlier For A-3, check if(99.30 -97.95)1 1.15 is greater than 1.463. Since 1.174 is less than 1.463,the value is not an outlier. b. For measurements less than the average: If(average - measurement)/(standard deviation) is less than test criterion, then the measurement is not considered an outlier. For A-1, check if(97.95-96.60)/ 1.15 is greater than 1.463. Since 1.435 is less than 1.463,the value is not an outlier. Note: In this example, a measurement would be considered an outlier if the density were: Greater than (97.95 + 1.463 x 1.15)= 99.63% OR Less than (97.95- 1.463 x 1.15) =96.27%. GP-58 1 AC 150/5370-1OG 7/21/2014 Table 1. Table for Estimating Percent of Lot Within Limits (PWL) Percent Within Positive Values of Q(QL and Qu) Limits (PL and n=3 n=4 n=5 n=6 n=7 n=8 n=9 n=10 99 1.1541 1.4700 1.6714 1.8008 1.8888 1.9520 1.9994 2.0362 98 1.1524 1.4400 1.6016 1.6982 1.7612 1.8053 1.8379 1.8630 97 1.1496 1.4100 1.5427 1.6181 1.6661 1.6993 1.7235 1.7420 96 1.1456 1.3800 1.4897 1.5497 1.5871 1.6127 1.6313 1.6454 95 1.1405 1.3500 1.4407 1.4887 1.5181 1.5381 1.5525 1.5635 94 1.1342 1.3200 1.3946 1.4329 1.4561 1.4717 1.4829 1.4914 93 1.1269 1.2900 1.3508 1.3810 1.3991 1.4112 1.4199 1.4265 92 1.1184 1.2600 1.3088 1.3323 1.3461 1.3554 1.3620 1.3670 91 1.1089 1.2300 1.2683 1.2860 1.2964 1.3032 1.3081 1.3118 90 1.0982 1.2000 1.2290 1.2419 1.2492 1.2541 1.2576 1.2602 89 1.0864 1.1700 1.1909 1.1995 1.2043 1.2075 1.2098 1.2115 88 1.0736 1.1400 1.1537 1.1587 1.1613 1.1630 1.1643 1.1653 87 1.0597 1.1100 1.1173 1.1192 1.1199 1.1204 1.1208 1.1212 86 1.0448 1.0800 1.0817 1.0808 1.0800 1.0794 1.0791 1.0789 85 1.0288 1.0500 1.0467 1.0435 1.0413 1.0399 1.0389 1.0382 84 1.0119 1.0200 1.0124 1.0071 1.0037 1.0015 1.0000 0.9990 83 0.9939 0.9900 0.9785 0.9715 0.9671 0.9643 0.9624 0.9610 82 0.9749 0.9600 0.9452 0.9367 0.9315 0.9281 0.9258 0.9241 81 0.9550 0.9300 0.9123 0.9025 0.8966 0.8928 0.8901 0.8882 80 0.9342 0.9000 0.8799 0.8690 0.8625 0.8583 0.8554 0.8533 79 0.9124 0.8700 0.8478 0.8360 0.8291 0.8245 0.8214 0.8192 78 0.8897 0.8400 0.8160 0.8036 0.7962 0.7915 0.7882 0.7858 77 0.8662 0.8100 0.7846 0.7716 0.7640 0.7590 0.7556 0.7531 76 0.8417 0.7800 0.7535 0.7401 0,7322 0.7271 0.7236 0.7211 75 0.8165 0.7500 0.7226 0.7089 0.7009 0.6958 0.6922 0.6896 74 0.7904 0.7200 0.6921 0.6781 0.6701 0.6649 0.6613 0.6587 73 0.7636 0.6900 0.6617 0.6477 0.6396 0.6344 0.6308 0.6282 72 0.7360 0.6600 0.6316 0.6176 0.6095 0.6044 0.6008 0.5982 71 0.7077 0.6300 0.6016 0.5878 0.5798 0.5747 0.5712 0.5686 70 0.6787 0.6000 0.5719 0.5582 0.5504 0.5454 0.5419 0.5394 69 0.6490 0.5700 0.5423 0.5290 0.5213 0.5164 0.5130 0.5105 68 0.6187 0.5400 0.5129 0.4999 0.4924 0.4877 0.4844 0.4820 67 0.5878 0.5100 0.4836 0.4710 0.4638 0.4592 0.4560 0.4537 66 0.5563 0.4800 0.4545 0.4424 0.4355 0.4310 0.4280 0.4257 65 0.5242 0.4500 0.4255 0.4139 0.4073 0.4030 0.4001 0.3980 64 0.4916 0.4200 0.3967 0.3856 0.3793 0.3753 0.3725 0.3705 63 0.4586 0.3900 0.3679 0.3575 0.3515 0.3477 0.3451 0.3432 62 0.4251 0.3600 0.3392 0.3295 0.3239 0.3203 0.3179 0.3161 61 0.3911 0.3300 0.3107 0.3016 0.2964 0.2931 0.2908 0.2892 60 0.3568 0.3000 0.2822 0.2738 0.2691 0.2660 0.2639 0.2624 59 0.3222 0.2700 0.2537 0.2461 0.2418 0.2391 0.2372 0.2358 58 0.2872 0.2400 0.2254 0.2186 0.2147 0.2122 0.2105 0.2093 57 0.2519 0.2100 0.1971 0.1911 0.1877 0.1855 0.1840 0.1829 56 0.2164 0.1800 0.1688 0.1636 0.1607 0.1588 0.1575 0.1566 55 0.1806 0.1500 0.14060.1363 0.1338 0.1322 0.1312 0.1304 54 0.1447 0.1200 0.1125 ` 0.1090 0.1070 0.1057 0.1049 0.1042 53 0.1087 0.0900 0.0843 0.0817 0.0802 0.0793 0.0786 0.0781 52 0.0725 0.0600 0.0562 0.0544 0.0534 0.0528 0.0524 0.0521 51 0.0363 0.0300 0.0281 0.0272 0.0267 0.0264 0.0262 0.0260 50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 GP-59 AC 15015370-10G 7/21/2014 PercentNegative Values of Q(QL and Qu} Within Limits (PL and Pu) n=3 n=4 n=5 n=6 n=7 n=8 n=9 n=10 49 -0.0363 -0.0300 -0.0281 -0.0272 -0.0267 -0.0264 -0.0262 -0.0260 48 -0.0725 -0.0600 -0.0562 -0.0544 -0.0534 -0.0528 -0.0524 -0.0521 47 -0.1087 -0.0900 -0.0843 -0.0817 -0.0802 -0.0793 -0.0786 -0.0781 46 -0.1447 -0.1200 -0.1125 -0.1090 -0.1070 -0.1057 -0.1049 -0.1042 45 -0.1806 -0.1500 -0.1406 -0.1363 -0.1338 -0.1322 -0.1312 -0.1304 44 -0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0.1588 -0.1575 -0.1566 43 -0.2519 -0.2100 -0.1971 -0.1911 -0.1877 -0.1855 -0.1840 -0.1829 42 -0.2872 . -0.2400 -0.2254 -0.2186 -0.2147 -0.2122 -0.2105 -0.2093 41 -0.3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391 -0.2372 -0.2358 40 -0.3568 -0.3000 -0.2822 -0.2738 -0.2691 -0.2660 -0.2639 -0.2624 39 -0.3911 -0.3300 -0.3107 -0.3016 -0.2964 -0.2931 -0.2908 -0.2892 38 -0.4251 -0.3600 -0.3392 -0.3295 -0.3239 -0.3203 -0.3179 -0.3161 37 -0.4586 -0.3900 -0.3679 -0.3575 -0.3515 -0.3477 -0.3451 -0.3432 36 -0.4916 -0.4200 -0.3967 -0.3856 -0.3793 -0.3753 ' -0.3725 -0.3705 35 -0.5242 -0.4500 -0.4255 -0.4139 -0.4073 -0.4030 -0.4001 -0.3980 34 -0.5563 -0.4800 -0.4545 -0.4424 -0.4355 -0.4310 -0.4280 -0.4257 33 -0.5878 -0.5100 -0.4836 -0.4710 -0.4638 -0.4592 -0.4560 -0.4537 32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877 -0.4844 -0.4820 31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164 -0.5130 -0.5105 30 -0.6787 -0.6000 -0.5719 -0.5582 -0.5504 -0.5454 -0.5419 -0.5394 29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747 -0.5712 -0.5686 28 -0.7360 -0.6600 -0.6316 , -0.6176 -0.6095 -0.6044 -0.6008 -0.5982 27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344 -0.6308 -0.6282 26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649 ' -0.6613 -0.6587 25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.6958 -0.6922 -0.6896 24 -0.8417 -0.7800 -0.7535 -0.7401 -0.7322 -0.7271 -0.7236 -0.7211 23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590 -0.7556 -0.7531 22 -0.8897 -0.8400 -0.8160 -0.8036 -0.7962 -0.7915 -0.7882 -0.7858 21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245 -0.8214 -0.8192 20 -0.9342 -0.9000 -0.8799 -0.8690 -0.8625 -0.8583 -0.8554 -0.8533 19 -0.9550 -0.9300 -0.9123 -0.9025 -0.8966 -0.8928 -0.8901 -0.8882 18 -0.9749 -0.9600 -0.9452 -0.9367 -0.9315 -0.9281 -0.9258 -0.9241 17 -0.9939 -0.9900 -0.9785 -0.9715 -0.9671 ' -0.9643 -0.9624 -0.9610 16 -1.0119 -1.0200 -1.0124 -1.0071 -1.0037 -1.0015 -1.0000 -0.9990 15 -1.0288 -1.0500 -1.0467 -1.0435 -1.0413 -1.0399 -1.0389 -1.0382 14 -1.0448 -1.0800 -1.0817 -1.0808 -1.0800 -1.0794 -1.0791 -1.0789 13 -1.0597 -1.1100 -1.1173 -1.1192 -1.1199 -1.1204 -1.1208 -1.1212 12 -1.0736 -1.1400 -1.1537 -1.1587 -1.1613 -1.1630 -1.1643 -1.1653 11 -1.0864 -1.1700 -1.1909 -1.1995 -1.2043 -1.2075 -1.2098 -1.2115 10 -1.0982 -1.2000 -1.2290 -1.2419 -1.2492 -1.2541 -1.2576 -1.2602 9 -1.1089 -1.2300 -1.2683 -1.2860 -1.2964 -1.3032 -1.3081 -1.3118 8 -1.1184 -1.2600 -1.3088 -1.3323 -1.3461 -1.3554 -1.3620 -1.3670 7 -1.1269 -1.2900 -1.3508 -1.3810 -1.3991 -1.4112 -1.4199 -1.4265 6 -1.1342 -1.3200 -1.3946 -1.4329 -1.4561 -1.4717 -1.4829 -1.4914 5 -1.1405 -1.3500 -1.4407 -1.4887 -1.5181 -1.5381 -1.5525 -1.5635 4 -1.1456 -1.3800 -1.4897 -1.5497 -1.5871 -1.6127 -1.6313 -1.6454 3 -1.1496 -1.4100 -1.5427 -1.6181 -1.6661 -1.6993 -1.7235 -1.7420 2 -1.1524 -1.4400 -1.6016 -1.6982 , -1.7612 -1.8053 -1.8379 -1.8630 1 -1.1541 -1.4700 -1.6714 -1.8008 -1.8888 ' -1.9520 -1.9994 -2.0362 END OF SECTION 110 GP-60 SPECIAL PROVISIONS TABLE OF CONTENTS A. FEDERAL AVIATION ADMINISTRATION REQUIREMENTS A-01 General Civil Rights Provisions A-02 Civil Rights-Title VI Assurances A-03 Notice of Requirement for Affirmative Action A-04 Access to Records and Reports A-05 Buy American Certification A-06 Disadvantaged Business Enterprises A-07 Energy Conservation Requirements A-08 Federal Fair Labor Standards Act(Federal Minimum Wage) A-09 Lobbying and Influencing Federal Employees A-10 Occupational Safety and Health Act of 1970 A-11 Rights to Inventions A-12 Trade Restriction Clause A-13 Veteran's Preference A-14 Copeland "Anti-Kickback"Act A-15 Davis-Bacon Labor Provisions A-16 Texting When Driving A-17 Equal Opportunity Clause A-18 Notice of Nonsegregated Facilities Requirement A-19 Termination of Contract A-20 Certificate Regarding Debarment and Suspension A-21 Breach of Contract A-22 Clean Air and Water Pollution Control A-23 Contract Workhours and Safety Standards Act Requirements B. STATE TERMS AND CONDITIONS B-01 General B-02 Bidding B-03 Bonding C. LOCAL TERMS AND CONDITIONS C-01 Contractor's Insurance C-02 Utilities C-03 Legal Holidays C-04 Clean Up C-05 Project Meetings and Coordination C-06 Liquidated Damages for Delay C-07 Care of Work C-08 Quality Assurance/Materials Testing C-09 Record Documents C-10 Contractor/Subcontractor/Supplier Legal Disputes C-11 General Guaranty C-12 Contractor's Release and Affidavit C-13 Submittals C-14 Stormwater Pollution Prevention Plan C-15 Wage Rates SP-1 SECTION A—FEDERAL AVIATION ADMINISTRATION REQUIREMENTS A-01 GENERAL CIVIL RIGHTS PROVISIONS The contractor agrees that it will comply with pertinent statutes, Executive Orders and such rules as are promulgated to ensure that no person shall, on the grounds of race, creed, color, national origin, sex,age, or handicap be excluded from participating in any activity conducted with or benefiting from Federal assistance. This provision binds the contractors from the bid solicitation period through the completion of the contract.This provision is in addition to that required of Title VI of the Civil Rights Act of 1964. This provision also obligates the tenant/concessionaire/lessee or its transferee for the period during which Federal assistance is extended to the airport through the Airport Improvement Program,except where Federal assistance is to provide, or is in the form of personal property; real property or interest therein; structures or improvements thereon. In these cases the provision obligates the party or any transferee for the longer of the following periods: (a)the period during which the property is used by the airport sponsor or any transferee for a purpose for which Federal assistance is extended, or for another purpose involving the provision of similar services or benefits;or (b)the period during which the airport sponsor or any transferee retains ownership or possession of the property. A-02 CIVIL RIGHTS—TITLE VI ASSURANCES Title VI Solicitation Notice: The Owner, in accordance with the provisions of Title VI of the Civil Rights Act of 1964(78 Stat.252,42 U.S.C. §§2000d to 2000d-4)and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color,or national origin in consideration for an award. 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 Regulations: The contractor(hereinafter includes consultants)will comply with the Title VI List of Pertinent Nondiscrimination Statutes and Authorities, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. 2. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will 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 will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21. 3. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: 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 will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to Non-discrimination on the grounds of race, color, or national origin. SP-3 1 4. Information and Reports: The contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will 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 to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the sponsor or the Federal Aviation Administration, as appropriate, and will set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of a contractor's noncompliance with the Non- discrimination provisions of this contract,the sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding payments to the contractor under the contract until the contractor complies; and/or b. Cancelling, terminating, or suspending a contract, in whole or in part. 6. Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts,the Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the sponsor to enter into any litigation to protect the interests of the sponsor. In addition,the contractor may request the United States to enter into the litigation to protect the interests of the United States. A-03 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION 1. The Offeror'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 contractors aggregate workforce in each trade on all construction work in the covered area, are as follows: A. Timetables B. Goals for minority participation for each trade(Vol.45 Federal Register pg. 65984 10/3/80) C. Goals for female participation in each trade(6.9%) These goals are applicable to all of 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 is also subject to the goals for both federally funded and non-federally funded construction regardless of the percentage of federal participation in funding. 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 shall 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 SP-4 from contractor to contractor or from project to project, for the sole purpose of meeting the contractors 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,Office of Federal Contract Compliance Programs (OFCCP), within 10 working days of award of any construction subcontract in excess of $10.000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the nmrns, addnass, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of subcontract; and the geographical area in which the subcontract is to be performed. 4. As used in this notice and in the contract resulting from this solicitation, the "covered area" is Fayetteville, Arkansas. A-04 ACCESS TO RECORDS AND REPORTS The Contractor must maintain an acceptable cost accounting system. The Contractor agrees to provide the Sponsor,the Federal Aviation Administration,and the Comptroller General of the United States or any of their duly authorized representatives access to any books, documents, papers,and records of the contractor which are directly pertinent to the specific contract for the purpose of making audit, enaminotion, excerpts and transcriptions. The Contractor agrees to maintain all books, records and reports required under this contract for a period of not less than three years after final payment is made and all pending matters are closed. A-OS BUY AMERICAN CERTIFICATION See Section 010470 "Bidder Certifications"for Contractor Buy American Certification. A-06 DISADVANTAGED BUSINESS ENTERPRISES Contract Assurance (§ 26.13) - The contractor or subcontractor shall not discriminate on the basis of race, color, national ohgin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as the recipient deems appropriate. Prompt Payment(§26.29))-The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract no later than 30 days from the receipt of each payment the prime contractor receives from Owner. The prime contractor agrees further to return retainage payments to each subcontractor within {specify the same number as above}days after the subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the Owner. This clause applies to both DBE and non-DBE subcontractors. A-07 ENERGY CONSERVATION REQUIREMENTS The contractor agrees to comply with mandatory standards and policies relating to energy efficiency that are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act(Public Law 94-163). A-08 FEDERAL FAIR LABOR STANDARDS ACT(FEDERAL MINIMUM WAGE) SP-5 All contracts and subcontracts that result from this solicitation incorporate the following provisions by reference, with the same force and effect as if given in full text. The contractor has full responsibility to monitor compliance to the referenced statute or regulation. The contractor must address any claims or disputes that pertain to a referenced requirement directly with the Federal Agency with enforcement responsibilities. Requirement Federal Agency with Enforcement. Responsibilities Federal Fair Labor Standards Act(29 USC 201) U.S. Department of Labor—Wage and Hour Division A-09 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES The bidder or offeror certifies by signing and submitting this bid or proposal,to the best of his or her knowledge and belief,that: 1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the bidder or offeror,to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any Federal grant, the making of any Federal loan,the entering into of any cooperative agreement,and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. 2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into.Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. A-10 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 All contracts and subcontracts that result from this solicitation incorporate the following provisions by reference, with the same force and effect as if given in full text. The contractor has full responsibility to monitor compliance to the referenced statute or regulation. The contractor must address any claims or disputes that pertain to a referenced requirement directly with the Federal Agency with enforcement responsibilities. Requirement Federal Agency with Enforcement Responsibilities Occupational Safety and Health Act of 1970 (20 U.S. Department of Labor—Occupational Safety CFR Part 1910) and Health Administration SP-6 A-11 RIGHTS TO INVENTIONS All rights to inventions and materials generated under this contract are subject to requirements and regulations issued by the FAA and the Sponsor of the Federal grant under which this contract is executed. A-12 TRADE RESTRICTION CLAUSE 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 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 person 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 a 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 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. The contractor may rely on the certification of a prospective subcontractor unless it has knowledge that the certification is erroneous. The contractor shall provide immediate written notice to the sponsor if the contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The subcontractor agrees to provide 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 States of America and the making of a false,fictitious,or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code,Section 1001 A-13 VETERAN'S PREFERENCE In the employment of labor(except in executive, administrative, and supervisory positions), preference must be given to Vietnam era veterans, Persian Gulf veterans, Afghanistan-Iraq war veterans, disabled veterans, and small business concerns owned and controlled by disabled veterans as defined in Title 49 United States SP-7 Code, Section 47112. However, this preference shall apply only where the individuals are available and qualified to perform the work to which the employment relates. A-14 COPELAND"ANTI-KICKBACK"ACT The United States Department of Labor Wage and Hours Division oversees the Copeland"Anti-Kickback"Act requirements. All contracts and subcontracts must meet comply with the Occupational Safety and Health Act of 1970. United States Department of Labor Wage and Hours Division can provide information regarding any specific clauses or assurances pertaining to the Copeland"Anti-Kickback"Act requirements required to be inserted in solicitations,contracts or subcontracts. A-15 DAVIS-BACON LABOR PROVISIONS 1. Minimum Wages (i) 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 the Secretary of Labor under the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalent 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 such laborers or mechanics, subject to the provisions of paragraph(1)(iv)of this section; 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 period.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 29 CFR Part 5.5(a)(4). 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 (1)(ii) 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. (ii) (A) The contracting officer shall require that any class of laborers or mechanics, including helpers, 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 therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination;and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B)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 SP-8 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. (C) 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 for determination. 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. (D)The wage rate(including fringe benefits where appropriate)determined pursuant to subparagraphs (1)(ii) (B) or (C) 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. (iii) 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. (iv) 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. 2 Withholding. 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 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 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 until such violations have ceased. 3. Payrolls and basic records. (i) 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 I(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 29 CFR 5.5(a)(1)(iv) 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 1(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 SP-9 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. (ii) (A)The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the 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 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit them to the applicant, sponsor, or owner, as the case may be, for transmission to the Federal Aviation Administration,the contractor,or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sponsoring government agency(or the applicant,sponsor,or owner). (B) 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 the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be provided under 29 CFR § 5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR § 5.5 (a)(3)(i)and that such information is correct and complete; (2) 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; (3) 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. (C)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 (3)(ii)(B)of this section. (D) 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. (iii) The contractor or subcontractor shall make the records required under paragraph (3)(i)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 working hours on the job. If the contractor or subcontractor fails to submit SP-10 1 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. 4. Apprentices and Trainees. (i) 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 the 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 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 utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) 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 the 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 that 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. SP-11 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 predetermined rate for the work performed until an acceptable program is approved. (iii) Equal Employment 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. 5. Compliance With Copeland Act Requirements. The contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR Part 5.5(a)(1) through (10) 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 Part 5.5. 7. Contract Termination: Debarment. A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for termination of the contract,and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. 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. 9. 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. 10. Certification of Eligibility. (i) 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 contractors 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). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a)of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. A-16 TEXTING WHEN DRIVING In accordance with Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving" (10/1/2009) and DOT Order 3902.10 "Text Messaging While Driving" (12/30/2009), the Contractor must promote policies and initiatives for employees and other work personnel that decrease crashes by distracted SP-12 drivers, including policies to ban text messaging while driving. The Contractor must include these policies in each third party subcontract involved on this project. A-17 EQUAL OPPORTUNITY CLAUSE 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 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 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 subcontract or 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. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS SP-13 1.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 whom 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); 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. 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 shall 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 clause 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 contractors 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 18.7a through 18.7p 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 contractors 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 contractors obligations under these specifications, Executive Order 11246 or the regulations promulgated pursuant thereto. 6. In order for the non-working training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees shall be employed by the contractor during the training period and the contractor SP-14 shall have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees shall be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The contractor shall take specific affirmative actions to ensure equal employment opportunity. 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 work. 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 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 minority or female referral from a union,a recruitment source,or 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 female 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, termination, or other employment decisions including specific review of these items with onsite supervisory personnel such a 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 advertising in the news media, specifically including minority and female news media, and providing written notification to and SP-15 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. I. 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. m. 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 non-segregated 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(18.7a through 18.7p). 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 18.7a through 18.7p 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 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 equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, if the 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 underutilized. SP-16 10.The contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person 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. 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 Office of Federal Contract Compliance Programs.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 18.7 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. 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). A-18 NOTICE OF NONSEGREGATED FACILITIES REQUIREMENT Notice to Prospective Federally Assisted Construction Contractors: 1. A Certification of Non-segregated Facilities shall 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. 2. 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. SP-17 3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001. Notice to Prospective Subcontractors of Requirements for Certification of Non-Segregated Facilities: 1. A Certification of Non-segregated Facilities shall be submitted prior to the award of a subcontract exceeding$10,000,which is not exempt from the provisions of the Equal Opportunity Clause. 2. Contractors receiving 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 this 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. 3. The penalty for making false statements in offers is prescribed in 18 U.S.C. § 1001. CERTIFICATION OF NONSEGREGATED FACILITIES The federally-assisted construction contractor certifies that she or he does not maintain or provide, for his employees, any segregated facilities at any of his establishments and that she or 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 she or he will not maintain or provide, for his employees, segregated facilities at any of his establishments and that she or he will not permit his employees to perform their services at any location under his control where segregated facilities are maintained. The federally-assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract. As used in this certification,the term"segregated facilities"means any waiting rooms,work areas, restrooms, and washrooms, restaurants and other eating areas,time clocks, locker rooms and other storage or dressing areas, parking lots,drinking fountains, recreation or entertainment 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 she or he has obtained identical certifications from proposed subcontractors for specific time periods)she or 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 she or he will retain such certifications in his files. A-19 TERMINATION OF CONTRACT a. The Sponsor may, by written notice, terminate this contract in whole or in part at any time, either for the Sponsor's convenience or because of failure to fulfill the contract obligations. Upon receipt of such notice services must be immediately discontinued(unless the notice directs otherwise)and all materials as may have been accumulated in performing this contract, whether completed or in progress, delivered to the Sponsor. b. If the termination is for the convenience of the Sponsor, an equitable adjustment in the contract price will be made, but no amount will be allowed for anticipated profit on unperformed services. c. If the termination is due to failure to fulfill the contractor's obligations,the Sponsor may take over the work and prosecute the same to completion by contract or otherwise. In such case, the contractor is liable to the Sponsor for any additional cost occasioned to the Sponsor thereby. d. If,after notice of termination for failure to fulfill contract obligations, it is determined that the contractor had not so failed,the termination will be deemed to have been effected for the convenience of the Sponsor. In such event,adjustment in the contract price will be made as provided in paragraph 2 of this clause. SP-18 1 e. The rights and remedies of the sponsor provided in this clause are in addition to any other rights and remedies provided by law or under this contract. A-20 CERTIFICATE REGARDING DEBARMENT AND SUSPENSION By submitting a bid/proposal under this solicitation,the bidder or offeror certifies that at the time the bidder or offeror submits its proposal that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction. CERTIFICATION REGARDING DEBARMENT AND SUSPENSION (SUCCESSFUL BIDDER REGARDING LOWER TIER PARTICIPANTS) The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a "covered transaction",must verify each lower tier participant of a"covered transaction"under the project is not presently debarred or otherwise disqualified from participation in this federally assisted project. The successful bidder will accomplish this by: 1. Checking the System for Award Management at website: http://www.sam.gov 2. Collecting a certification statement similar to the Certificate Regarding Debarment and Suspension (Bidder or Offeror),above. 3. Inserting a clause or condition in the covered transaction with the lower tier contract 1If the FAA later determines that a lower tier participant failed to tell a higher tier that it was excluded or 'disqualified at the time it entered the covered transaction,the FAA may pursue any available remedy,including suspension and debarment. A-21 BREACH OF CONTRACT Any violation or breach of terms of this contract on the part of the contractor or its subcontractors may result in I the suspension or termination of this contract or such other action that may be necessary to enforce the rights of the parties of this agreement. The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder are in addition to,and not a limitation of,any duties,obligations, rights and remedies otherwise imposed or available by law. A-22 CLEAN AIR AND WATER POLLUTION CONTROL Contractors and subcontractors agree: 1. That any facility to be used in the performance of the contract or subcontract or to benefit from the contract is not listed on the Environmental Protection Agency(EPA)List of Violating Facilities; 1 2. To comply with all the requirements of Section 114 of the Clean Air Act,as amended,42 U.S.C. 1857 et seq. and Section 308 of the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq.relating to inspection,monitoring,entry,reports,and information,as well as all other requirements 1 specified in Section 114 and Section 308 of the Acts, respectively, and all other regulations and i guidelines issued thereunder; I I I 1 SP-19 I 3. That, as a condition for the award of this contract, the contractor or subcontractor will notify the awarding official of the receipt of any communication from the EPA indicating that a facility to be used for the performance of or benefit from the contract is under consideration to be listed on the EPA List of Violating Facilities; 4. To include or cause to be included in any construction contract or subcontract which exceeds$100,000 the aforementioned criteria and requirements. A-23 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS 1.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,including watchmen and guards, 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. 2 .Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph(1)above,the contractor and 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 1 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 1 above. 3.Withholding for Unpaid Wages and Liquidated Damages. 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 2 above. 4.Subcontractors. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs 1 through 4 and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs 1 through 4 of this section. SP-20 1 ' SECTION B—STATE TERMS AND CONDITIONS B-01 GENERAL The intent of this section is to outline the requirements set forth by the State of Arkansas;however,this section does not claim to include all State laws. All requirements set for by the State of Arkansas for bidding and ' construction shall be included by reference herein. If for any reason that the Federal and/or State requirements conflict with the requirements set forth in this contract,the more stringent of the requirements shall govern. B-02 BIDDING B-02.01 This is a federally funded project. A contractor's license from the State of Arkansas Contractor's Licensing Board is not required at the time of bid; however, no contractor shall submit a bid under this prior to submitting application for licensure. The City shall not execute any construction contract unless and until the successful bidder for the project furnishes an appropriate license issued by the board. B-02.02 Act 159 of 1949, as amended, requires the bidder to list his mechanical, plumbing, electrical, and U roofing and sheet metal subcontractors. B-03 BONDING Bonding shall be executed pursuant to the terms of Arkansas Code Annotation §§ 18-44-501 et. Seq., as amended. 1 1 SP-21 SECTION C—LOCAL TERMS AND CONDITIONS C-01 CONTRACTOR'S INSURANCE Contractor shall obtain insurance of the types and in the amounts described below. The insurance shall be written by insurance companies and on forms acceptable to Owner. Owner and Garver, LLC shall be included as an insured under the CGL, (using ISO Additional Insured Endorsement CG 20 10 11 85 or a substitute providing equivalent coverage), and under the commercial automobile liability(using ISO Additional Insured Endorsement CA 2048 or a substitute providing equivalent coverage), and commercial umbrella, if any. This insurance, including insurance provided under the commercial umbrella, if any, shall apply as primary and non- contributory insurance with respect to any other insurance or self-insurance programs afforded to, or maintained by, Owner. C-01.1 Commercial General and Umbrella Liability Insurance: Contractor shall maintain commercial general liability (CGL) and, if necessary, commercial umbrella insurance, with a limit of not less than $5,000,000 each occurrence. If such CGL insurance contains a general aggregate limit, it shall apply separately to the Project. CGL insurance shall be written on ISO occurrence form CG 20 10 (11-85) (or a substitute combination of the following forms CG 20 10(10-01)and CG 20 37(10-01)providing equivalent coverage)and shall cover liability arising from premises, operations, independent contractors, products-completed operations, personal injury and advertising injury and liability assumed under an insured contract. There shall be no endorsement or modification of the CGL limiting the scope of coverage'for liability arising from pollution, explosion, collapse, underground property damage, or amending the contractual coverage in the ISO occurrence form. CGL insurance shall be written with an ISO form CG 25 03 05 09 Designated Construction Project(s) General Aggregate Limit or a substitute form providing equivalent coverage. C-01.2 Continuing CGL Coverage: Contractor shall maintain commercial general liability (CGL)and, if necessary, commercial umbrella liability insurance, with a limit of not less than $5,000,000 each occurrence for at least 3 years following substantial completion of the Work. Continuing commercial umbrella coverage, if any, shall include liability coverage for damage to the insured's completed Work equivalent to that provided under ISO form CG 00 01. C-01.3 Commercial Auto and Umbrella Liability Insurance: Contractor shall maintain business auto liability and, if necessary,commercial umbrella liability insurance with a limit of not less than$1,000,000 each accident. Such insurance shall cover liability arising out of any auto(including owned,hired and non-owned autos). Commercial auto coverage shall be written on ISO form CA 00 01, CA 00 05, CA 00 12, CA 00 20,or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage equivalent to that provided in the 1990 and later editions of CA 00 01. If the Contract Documents require Contractor to remove and haul hazardous waste from the Project site, or if the Project involves such similar environmental exposure, pollution liability coverage equivalent to that provided under the ISO Pollution Liability-Broadened Coverage for Covered Autos Endorsement (CA 99 48)shall be provided, and the Motor Carrier Act Endorsement(MCS 90) shall be attached. C-01.4 Workers' Compensation Insurance: Contractor shall maintain workers' compensation and SP-23 employer's liability insurance. The employer's liability, and if necessary commercial umbrella, limits shall not be less than $500,000 each accident for bodily injury by accident or$500,000 each employee for bodily injury by disease. If Contractor leases its employees, the alternate employer endorsement (WC 00 03 01 A) shall be attached showing Owner in the schedule as the alternate employer. Where applicable, U.S. Longshore and Harborworkers Compensation Act Endorsement shall be attached to the policy. Where applicable, Nonappropriated Fund Instrumentalities Act (NFIA) shall be attached to the policy. NFIA extends the coverage of the Longshore and Harbor Workers' Compensation Act to civilian employees working on United States military bases throughout the world who are not paid with funds appropriated by Congress.These employees,working in facilities operated for the comfort,contentment, and improvement of armed forces personnel, are instead compensated with funds generated from earnings of their facility. Where applicable, Outer Continental Shelf Lands Act Endorsement shall be attached to the policy. Where applicable, the Maritime Coverage Endorsement shall be attached to the policy. If project is located in a state where workers compensation is secured via monopolistic state funds,include evidence of the"Stop Gap"endorsement to the general liability policy. C-01.5 Property Insurance: If applicable, Contractor shall purchase and maintain property insurance for the Work. Such insurance shall be written in an amount at least equal to the initial contract sum as well as subsequent modifications of that sum.The insurance shall apply on a replacement cost basis. If the insurance obtained in compliance with this paragraph is builders risk insurance, coverage shall be written on a completed value form. The property insurance as required above shall name as insureds the Owner, Contractor, and all subcontractors and sub-subcontractors on the Project. C-01.6 Primary and Non-contributory: Contractor agrees that the insurance listed above, including insurance provided under the commercial umbrella, if any, shall apply as primary and non-contributory insurance with respect to any other insurance or self-insurance programs afforded to, or maintained by, Owner. C-01.7 Waiver of Subrogation: Contractor waives all rights against the Owner and Garver, LLC and its agents, officers, directors and employees for recovery of damages to the extent these damages are covered by the commercial general liability, commercial umbrella liability insurance, automobile liability insurance and workers compensation insurance maintained pursuant to paragraph C-01 of this agreement. C-01.8 No Implied Waiver:Contractor shall furnish certifications matching the coverage requirements. Failure of Owner or Engineer to demand such certificate or other evidence of full compliance with these insurance requirements or failure of Owner or Engineer to identify a deficiency from evidence that is provided shall not be construed as a waiver of the contractors obligations to furnish and maintain such insurance, or as a waiver to the enforcement of any of the provisions at a later date. Any waiver of the contractor's obligation to furnish such certificate or maintain such evidence must be by written change order and signed by a Managing Member(Officer)of the Engineer and the Owner. C-01.9 Cancellation, Non-Renewal, andtor Impairment Notification: The Contractor shall not cause SP-24 any insurance policy to be cancelled or permit it to lapse and all insurance policies shall include an endorsement to the effect that the insurance policy or certificate shall not be subject to cancellation or to a reduction in the required limits of liability or amounts of insurance until notice has been mailed to the Owner and Engineer, stating the date when such cancellation or reduction shall be effective,which date shall not be less than (60)days after such notice. The amount shown in the bid item for the Owner's Protective Insurance shall include that amount of additional premium required for including the Owner and Garver,LLC on the contractor's policy as stated within this section. The Engineer has the right to request justification from the contractor for the full amount of the cost included under the items"Owner's Protective Insurance". Notice shall be sent via email and regular mail to the following persons and addresses: City of Fayetteville: Johnny Roscoe Airport Director 4500 S. School Ave Suite F Fayetteville,AR 72701 jroeuoe@favetteviUm'argov Garver: Adam White 2049 E Joyce Blvd Suite 400 Fayetteville, AR 72704 AllVhdeAGarverUSA.00rn I C-01.10 Sample Certificate of Liability Insurance: tri Ac IJ CERTIFICATE OF LIABILITY INSURANCE DATE(MM DD YYYY) ti.. (must be dated) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Agency Name CONTACT NAMEAgency contact Agency Address PHONE(NC,No_EU): Agency ph# (FAX INC.No): E.ALUIL ADDRESS:Agency contact email address INSURER())AFFORDING COVERAGE NAIL* www.stephens.com INSURER A: Carrier Name(AM Best Rating) _ INSURED INSURER B: Named Insured on the policies INSURER C: y" INSURER 0 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 AL.,THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'ri7R I TYPE OF INSURANCE g tyy )pl POLICY NUMBER (M LDDVIYYVY) (MM/LDDNWY)I LIMITS A GENERAL LIABILITY EACH OCCURRENCE Is 5,000,000COMMERCIAL GENERAL URSILiTY X x XXXXXXXXXX MA ENTER REMI a occurrence) $ 300,000 CLAIMS-MADE U OCCUR, MED EXP(Any one person) $ 10,000' PERSONAL 8 ADV INJURY 5 1,000,000 GENERAL AGGREGATE S 5 000,000 RU GENT.AGGREGATE LIMIT APPLIES PER: PROOUCTS-COMPAGG $ 5.000,000 I POLtCY I f 1,7a. FLOC IS AUTOMOBILE UABILITY BIKED SINGLE LIMIT X X XXXXXXXXXXX {aaadem) $ 1,004,400 .� ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED _AUTOS _AUTOS BODILY INJURY(Per accident)5 I HIRED AUTOS , NON-OWNED PROPERTY DAMAGE _ S I S ) UMBRELLA UAB f f OCCUR EACH OCCURRENCE X X XXXXXXXXXXX EXCESS LIAR CLAIMS-MADE AGGREGATE DED t I RETENTIONS)000(X Umbrella/Excess only if needed to meet the required underlying General Liability limit WORKERS COMPENSATION WC STATU- OTT AND EMPLOYERS'UABIUTY YIN TORY LIMITSI E! ANY PROPRIETORIPARTNERIEXECUIIVE x XXXXXXXXXXX OFRCEReMEMBER EXCLUDED? a NIA E.L.EACH ACCIDENT S 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE 5 500,000 II yes,describe under • DESCRIPTION OF OPERATIONS below E.LDISEASE-POLICY LIMIT S 500,000 XXXXXXXXXXX DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more apace is metered) Owner&Garver,LIC shall be included as an Additional Insured by endorsement#CG2010(11/85)on the General Liability and#CA2048 on the Automobile and Umbrella or substitute endorsement providing equivalent coverage. Coverage shall be Primary and non-contributory with respect to any other insurance or self-insurance programs afforded to the Owner and Garver LLC. Waiver of Subrogation applies in favor of the Owner and Garver LLC on all policies. 60 day notice will be provided to the Owner and Garver LLC in the event of cancellation,non-renewal and/or impairment of the Contractor's policies. CERTIFICATE HOLDER CANCELLATION Owner SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE and THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Garver LLC ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (must be signed by the C.,..,,actor's Insurance Agent) ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD CERT NO., 15475674 Kathy Jones 2/11/2013 1):5):41 AN Page 1 of 1 SP-26 C-02 UTILITIES All work in this contract shall be in accordance with the Arkansas Underground Facilities Damage Prevention Act. The Contractor shall abide by the most current edition of this Act. construction.UndargnounduU|itiasexietwdhinandodjemanthothe|innitmoJAns�ampth�mbamnnnadmbz��ab� these utilities on the plans. However, all existing utilities may not be shown and the actual locations of the utilities may vary from the locations shown. The Contractor shall be responsible for the protection of all existing ub|iUao, mtructuraa, equipnmerd, or improvements crossed by or adjacent to his construction operations. Where existing utilities, service |inea, ntnucturee, equipment, etc. are out, broken, or damaged, the Contractor shall replace or repair immediately these items with the same type of original material and construction or bettar, at his own expense to the satisfaction of the Owner and the Engineer. After damage discovery, the Contractor shall immediately coordinate with the Owner and the Engineer on the complete repair and/or replacement work required. Following written notice of work required, the Contractor shall expeditiously begin and finish this work with all labor and materials required. All repair and/or replacement work, |abor, and materials shall be supplied and installed by the Contractor. If the Contractor fails to promptly perform the repair work and correct all deficiencies, the Owner shall have the option of remedying the defects and any expenses incurred by the Owner shall be withheld from the Contractor's payments. C-03 LEGAL HOLIDAYS Holidays that shall be observed are the following: New Year's Day (January 1); Dr. Martin Luther King Jr.'s Birthday(3rd Monday in January); President's Day(3rd Monday in February); Memorial Day(last Monday in May); Independence Day (July 4); Labor Day (1st Monday in September); Columbus Day (2nd Monday in October); Thanksgiving Day (4th Thursday in November); Day after Thanksgiving (Friday following Thanksgiving); Christmas Eve (December 24); and Christmas Day (December 25). If a holiday falls on a Saturday or Sunday,the observed day shall be the Friday preceding the Saturday or the Monday following the Sunday. No construction observation will be furnished on legal holidays or Sundays,except in an emergency. The Contractor shall observe these legal holidays and all Sundays, and no work shall be performed on these days except in an emergency. Calendar day contract time includes delays for all holidays. Refer to Section C-06 for more information. C-04 CLEAN UP From time to time, the Contractor shall clean up the site, including any work areas at the airport, in order that the site presents a neat appearance and the progress of the work not be impeded. One such period of clean up shall immediately precede final inspection. Immediately following acceptance of the work by the Owner,the Contractor shall remove all temporary p|ant, equipnnwnt, surplus mebaha|a, and debris resulting from his operations, and leave the site in a condition fully acceptable to the Owner. C-05 PROJECT MEETINGS AND COORDINATION A preconstruction conference will be called by the Engineer at a time convenient to the Owner and before the issuance of the "Notice to Proceed". The Engineer and the Contractor and such subcontractors as the Contractor may desire shall attend this meeting with the Owner. The Owner and/or Engineer will call such coordination conferences as may seem expedient to him for the purpose of assuring coordination of the work covered by this Contract. The Contractor shall attend all such conferences. This in no way relieves the Contractor of his responsibility to fully coordinate his work under this Contract. SP-27 1 MIN C-06 LIQUIDATED DAMAGES FOR DELAY The number of calendar days allowed for completion of the project is stipulated in the Proposal and in the Contract and shall be known as the Contract Time. The Contractor agrees that time is a critical element for this Contract. Loss will accrue to the Owner due to delayed completion of the work;and the cost to the Owner of the administration of the Contract, including engineering, inspection, and supervision, will be increased as the time occupied in the work is lengthened. C-06.01 Project Completion: The Contractor agrees that for each day of delay beyond the number of calendar days herein agreed upon for the completion of the work herein specified and contracted for, the Owner may withhold, permanently, from the Contractor's total compensation, the sum of Five Hundred Dollars($500.00)as stipulated damages for each day of such delay. Should the amount otherwise due the Contractor be less than the amount of such ascertained and liquidated damages,the Contractor and his Surety shall be liable to the Owner for such deficiency. C-06.02 Phase A Runway Closure: The Contractor agrees that for each nighttime runway closure beyond the Five (5) closures herein agreed upon for the completion of the Phase A work herein specified and contracted for, the Owner may withhold, permanently, from the Contractor's total compensation, the sum of Five Thousand Dollars($5,000.00)as stipulated damages for each additional closure. Should the amount otherwise due the Contractor be less than the amount of such ascertained and liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. Liquidated damages for Project Completion and Phase A Runway Closure shall be independently calculated, if contract time has been exceeded for multiple items. It is understood and agreed by and between the Owner and the Contractor that the time of completion herein set out is a reasonable time.The Contractor shall perform fully,entirely,and in an acceptable manner,the work contracted for within the contract time stated in the Contract. The contract time shall be counted from ten days after the effective date of the "Notice to Proceed", or the date work commences, whichever occurs first; and shall include all Sundays,holidays,and non-work days. All calendar days elapsing between the effective dates of any orders of the Engineer for suspension of the prosecution of the work,due to the fault of the Contractor, shall be counted as elapsed contract time,and shall not be considered for an extension of time. Extensions of time for completion, under the condition of 3(a) next below,will be granted; extensions may be granted under other stated conditions: 1. If the satisfactory execution and completion of the Contract shall require work or material in greater amounts or quantities than those set forth in the Contract,then the Contract time shall be increased in the same proportion as the additional work bears to the original work contracted for. 3. An average or usual number of inclement weather days, when work cannot proceed, is to be anticipated during the construction period and is not to be considered as warranting extension of time. These include days with a mean temperature lower than 32°F and days with more than 0.1" of precipitation. Days with more than 0.5"of precipitation are counted as two days.The days included in the contract time for Normal Weather-Related Events and holidays are as follows: SP-28 (On A Monthly Basis) Month Normal Weather- Holidays Related Events January 15 - 2 February 14 1 March 9 0 April 8 0 May 10 1 June 6 0 July 6 1 August 5 0 September 7 1 October 8 1 November 8 2 December 14 2 If, however, it appears that the Contractor is delayed by conditions of weather, outside of normal weather-related events detailed in the proceeding table,extensions of time may be granted. 3. Should the work under the Contract be delayed by other causes which could not have been prevented or contemplated by the Contractor,and which are beyond the Contractor's power to prevent or remedy, an extension of time may be granted.Such causes of delay shall include but not necessarily be limited to the following: a. Acts of God, acts of the public enemy, acts of the Owner except as provided in these Specifications, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and unusually severe weather. b. Any delays of Subcontractors or suppliers occasioned by any of the causes specified above. The Engineer or other authorized representative of the Owner shall keep a written record sufficient for determination as to the inclusion of that day in the computation of Contract time. This record shall be available for examination by the Contractor during normal hours of work as soon as feasible after the first of each construction month. In case of disagreement between the representative of the Owner and the Contractor,as to the classification of any day,the matter shall be referred to the Owner whose decision shall be final. If the Contractor finds it impossible for reasons beyond his 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 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 recommend to the Owner that the contract time be extended as conditions justify. If the Owner extends the contract,the extended time for completion shall then be in full force and effect,the same as though it were the original time for completion. The amount of all extensions of time for whatever reason granted shall be determined by the Owner. In general, only actual and not hypothetical days of delay will be considered. The Owner shall have authority to grant additional extensions of time as the Owner may deem justifiable. SP-29 C-07 CARE OF WORK The Contractor shall avoid damage, as a result of his operations, to existing sidewalks, streets, curbs, pavements, utilities (except those which are to be replaced or removed), adjoining property, equipment, etc., and he shall at his own expense completely repair any damage thereto caused by his operations, to the satisfaction of the Owner and Engineer. After damage discovery,the Contractor shall immediately coordinate with the Owner and the Engineer on the complete repair and/or replacement work required. Following written notice of work required,the Contractor shall expeditiously begin and finish this work with all labor and materials required. All repair and/or replacement work, labor, and materials shall be supplied and installed by the Contractor. If the Contractor fails to promptly perform the repair work and correct all deficiencies,the Owner shall have the option of remedying the defects and any expenses incurred by the Owner shall be withheld from the Contractor's payments. C-08 QUALITY ASSURANCE/MATERIALS TESTING The Owner shall be responsible for quality assurance testing as stated in theses specifications; however,the Contractor shall be responsible for payment of any subsequent tests made necessary by previous unsatisfactory tests. In this event, the Owner's quality assurance representative shall conduct the additional testing and payment for such tests shall be directly deducted from the Contractor's payment. The Contractor shall pay for additional testing at the Owner's contract rate. C-09 RECORD DOCUMENTS The Contractor shall keep one record copy of all Specifications, Drawings, Addenda, Modifications, Shop Drawings and samples at the site, in good order, and annotated to show all changes made during the construction process. In addition,the Contractor shall note any differences between locations of underground existing facilities shown.in the plans and the actual location located during construction. These record documents shall be available to the Engineer for examination and shall be delivered to the Engineer upon completion of the work. C-10 CONTRACTOR/SUBCONTRACTORISUPPLIER LEGAL DISPUTES Any fees,expenses, charges,fines or other costs borne by the Owner as a result of legal disputes or lawsuits between the contractor and his subcontractors,or between the contractor and his suppliers,shall be deducted from monies due or which may thereafter become due the contractor. C-11 GENERAL GUARANTY Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of the improvements embraced in this contract by the Owner or the public shall constitute an acceptance of work not done in accordance with the Contract or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall promptly remedy any defects in the work and pay for any damage to other work resulting there,which shall appear within a period of 12 months from the date of final acceptance of the work. The Contractor will be responsible for all costs associated with construction observation and oversight for the repair work. The Owner will give notice of defective materials and work with reasonable promptness. In the event repair work is required, the Contractor shall remedy any defects and pay for any damage to other work resulting there, which shall appear within a period of 12 months from the date of the acceptance of the repair work. C-12 CONTRACTOR'S RELEASE AND AFFIDAVIT At the project's completion, the Contractor shall execute the attached Release and Lien Waiver to release all claims against the Owner arising under and by virtue of his Contract. The date of the Release shall be that agreed to for the final acceptance of the project with the Owner. SP-30 C-13 SUBMITTALS The Contractor shall prepare and submit information required by the individual Specification sections sufficiently in advance of the related work to allow an appropriate review time by the Engineer. The types of submittals are indicated in the individual Specification sections. During the preconstruction conference, the Contractor shall review his submittal schedule and procedures, including notifying the Engineer whether electronic submittals or paper submittals will be provided for all submittal packages in the project. Mixing of package types will not be allowed. The Contractor shall provide one of the following submittal package types: 1. Submit electronic submittals via email as PDF electronic files directly to the Engineer's designated representative, or post these PDF electronic files directly to the Engineer's FTP site specifically established for this project. Electronic submittals shall be in Adobe Acrobat(*.PDF)format and shall be legible when printed. 2. Submit six(6)paper submittal copies via mail or other courier service to the Engineer's designated representative. Submittals shall be neat, organized, and easy to interpret. Assemble complete submittal package into a single indexed electronic file or hard cover bound book, incorporating submittal requirements of an individual Specification section,the transmittal form with unique submittal numbering system,and electronic links or tabs enabling navigation to each item. Unless approved otherwise by the Engineer, all submittals for the individual Specification section shall be submitted at one time. Submittals must come directly from the Prime Contractor; submittals from subcontractors or suppliers will not be reviewed. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. Faxed submittals or submittals with extremely small or otherwise unreadable print will not be accepted. Submittals not required by the Contract Documents will be returned by the Engineer without action. The Contractor shall retain complete copies of submittals on project site. Use only final submittals that are marked with approval notation from Engineer's submittal review stamp with comments form. Resubmittals shall continue the unique, sequential, submittal numbering system. Resubmittals without unique numbering, example resubmittals transmitted as 005A or 005REV, are unacceptable and will be returned un-reviewed. C-14 STORMWATER POLLUTION PREVENTION PLAN The Contractor shall note that storm water and precipitation runoff from construction activities is regulated by the Arkansas Department of Environmental Quality(ADEQ)and that construction sites where soils are disturbed are required to be permitted in accordance with General Permit Number ARR150000. This regulation is mandated by Title 40 Code of Federal Regulations (CFR) 122.26. The contractor shall be responsible for the preparation(permit to be obtained in the Owner's name),fees, implementation, records, and all other requirements of the Stormwater Pollution Prevention Plan (SWPPP). The contractor shall be responsible to the Owner for the payment of any fines that may be imposed upon the Owner for failure to follow stormwater regulations and/or the SWPPP. The SWPPP shall be submitted to the Owner for review and signature prior to construction and/or prior to submission of the document to ADEQ (if required). The regulation may allow an exemption for some construction sites under a certain size. However, the exemption is not automatic and does not relieve the contractor from contacting ADEQ, and making his own arrangements for such an exemption. The contractor shall have a valid permit in place or shall provide evidence of an exemption to the Owner before any construction begins. There will be no separate SP-31 N� measurement or payment for any facilities, materials, or equipment needed by the contractor to comply with the permit. C-15 WAGE RATES The Davis Bacon minimum wage rates for this project are as follows: General Decision Number:AR160172 01/08/2016 AR172 Superseded General Decision Number: AR2O1 50172 State:Arkansas Construction Type: Heavy Heavy Construction County:Washington County in Arkansas. • Note: Under Executive Order (EO) 13658. an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least$10.15 (or the applicable wage rate listed on this wage determination, if it is higher)for all hours spent performing on the contract in calendar year 2016.The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 ENG|0624-08301/01/2014 Rates Fringes Operating Engineer: Roller(Dirt and Grade Compaction) $24.30 11.30 ~ PA|yJO424-OO7O7/U1/2U15 Rates Fringes PAINTER: Brush and Roller $ 17.30 5.92 SUAR2008-169 11/21/2008 Rates Fringes CARPENTER $ 12.94 0.00 CEMENT MASON/CONCRETE FINISHER $ 11.00 0.68 ELECTRICIAN $20.61 3.92 IRONWORKER, REINFORCING $ 17.38 0.00 LABORER: Common or General $ 9.94 0.00 SP-32 LABORER: Mason Tender- Cement/Concrete $ 11.67 0.00 LABORER: Pipelayer $ 9.78 0.00 OPERATOR: Backhoe/Excavator/Trackhoe $ 16.00 0.00 OPERATOR: Bulldozer $ 14.33 1.75 OPERATOR: Crane $ 19.26 0.00 OPERATOR: Loader(Front End) $ 12.94 0.00 OPERATOR: Mechanic $ 17.25 0.00 OPERATOR: Piledriver $ 17.21 0.00 OPERATOR: Scraper $ 9.00 0.00 OPERATOR: Tractor $ 11.13 0.00 OPERATOR: Trencher $ 14.76 0.00 PAINTER: Spray $20.15 3.50 TRUCK DRIVER $ 9.00 0.00 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 (29CFR 5.5 (a)(1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate(current union negotiated rate for local),a survey rate(weighted average rate)or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU"or"UAVG"denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification,which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA)governing this classification and rate. SP-33 Survey Rate Identifiers Classifications listed under the"SU"identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s)listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year,to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. 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, DC 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: SP-34 Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 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, DC 20210 4.)All decisions by the Administrative Review Board are final. END OF GENERAL DECISION END OF SPECIAL PROVISIONS SP-35 RELEASE OF LIEN FROM: Contractor's Name Address TO: Owner's Name Address DATE OF CONTRACT: Upon receipt of the final payment and in consideration of that amount,the undersigned does hereby release the Owner and its agents from any and all claims arising under or by virtue of this Contract or modification thereof occurring from the undersigned's performance in connection with the project. Contractor's Signature Title Subscribed and sworn to before me this day of , 20 . Notary Public My Commission Expires: SP-37 CONTRACTOR'S AFFIDAVIT FROM: Contractor's Name Address TO: Owner's Name Address DATE OF CONTRACT: I hereby certify that all claims for material, labor, and supplies entered into contingent and incident to the . construction or used in the course of the performance of the work on have been fully satisfied. Contractor's Signature Title Subscribed and sworn to before me this day of , 20 Notary Public My Commission Expires: The Surety Company consents to the release of the retained percentage on this project with the understanding that should any unforeseen contingencies arise having a right of action on the bond that the Surety Company will not waive liability through the consent to the release of the retained percentage. Dated Surety Company By Resident Agent, State of Arkansas SP-39 ITEM SS-100 CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) DESCRIPTION 100-1.1 This item includes notes in reference to construction safety and phasing for the project. This item shall be used in conjunction with all Construction Safety Drawings and Construction Safety and Phasing Notes in the plans. CONSTRUCTION SAFETY AND PHASING NOTES 100-2.1 COORDINATION. a. Contractor Progress Meetings-The Owner, Engineer, and Contractor will hold progress meetings on a coordinated schedule during construction. Operational safety will be a standing agenda item in such meetings. b. Scope or Schedule Changes - The Owner and/or Engineer will call such coordination conferences as may seem expedient to him for the purpose of assuring coordination of the work covered by this contract and/or scope or schedule changes. The Contractor shall attend all such conferences. c. FAA ATO Coordination - Coordination with the FAA ATO for the required shutdown of FAA owned facilities for this project has been completed. Any additional coordination with the FAA ATO will be handled by Garver or the Airport Manager. 100-2.2 PHASING. During performance of this project, the airport's runways, taxiways, and aircraft parking aprons shall remain in use by aircraft to the maximum extent possible. The project is phased to reduce operational impacts at the airport. a. Phase Elements— If necessary for each phase, the construction safety drawings detail the areas closed to aircraft operations, estimated duration of closures, taxi routes, ARFF access routes, construction staging areas, construction access and haul routes, NAVAID impacts, lighting and marking changes, available runway length, declared distances, hazard marking and lighting, and required lead time for NOTAMS. b. Construction Safety Drawings — See sheets G-201 through G-205 of the construction plans for construction safety notes and drawings. SS-100-1 I 100-2.3 AREAS OF OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY. a. Identification of Affected Areas — See the table below and the construction safety drawings for areas affected by construction for each phase. Operational Existing Phase A Phase B Phase C Phase D Requirement Condition Closed between Runway 16-34 Open 22:00 and Open Open Open 06:00 Runway 16 Approach N/A During 1 Mile 1 Mile 1 Mile 1 Mile Minimums Closure Runway 34 Approach N/A During 1 Mile 1 Mile 1 Mile 1 Mile Minimums Closure Runway 16 Approach GPS, LOC, N/A During GPS, GPS, LOC, GPS, LOC, Procedures VOR Closure LOC, VOR VOR VOR Runway 34 Approach GPS, LDA, N/A During GPS, LDA, GPS, LDA, GPS, LDA, Procedures VOR Closure VOR VOR VOR ODALS, ODALS, ODALS, ODALS, PAPI, N/A During Runway 16 NAVAIDS PAPI, PAPI, REIL, PAPI, REIL, LDA Closure REIL, LDA LDA REIL, LDA ODALS, ODALS, ODALS, ODALS, PAPI, N/A During PAPI, PAPI, Runway 34 NAVAIDS PAPI, REIL, REIL, Localizer Closure REIL, REIL, Localizer Localizer Localizer Taxiway A Open Closed Open Open Closed Closed Closed South Taxiway B Open Closed North of Open of TW E TWE Closed Closed Taxiway C Open Closed West of Open East of RW RW 16-34 16-34 Closed Taxiway D Open Closed West of Open Open RW 16-34 Closed Taxiway E Open Closed Open Open East of RW 16-34 Closed West Taxiway F Open Closed Open Open of RW 16-34 Taxiway G Open Closed Open Open Closed b. Mitigation Efforts - See the table above and the construction safety drawings for mitigation efforts of operations affected by construction. 100-2.4 PROTECTION OF NAVIGATION AIDS (NAVAIDS). The Contractor must not conduct any construction activity within navigational aid restricted areas without prior approval from the local FAA Airway Facilities Sector representative. Navigational aids include instrument landing system components and very high-frequency omni-directional range airport surveillance radar. Such restricted areas are depicted on the construction safety drawings. SS-100-2 1 100-2.5 CONTRACTOR ACCESS. a. Location of Stockpiled Materials - No personal vehicles of contractor's employees will be allowed inside the secured area of the airport. All material deliveries shall be received in the staging area reserved by the contractor. No delivery trucks will be allowed access to a secured area of the airport beyond this staging area. Stockpiled materials and equipment are not permitted within the active runway safety area and obstacle free zone. The contractor shall receive approval from the Engineer and FAA air spacing office prior to locating stockpiles or equipment within the object free area, safety area, or obstacle free zone. No stockpile shall be greater than 15-ft in height. b. Vehicle and Pedestrian Operations - See the construction safety drawings for construction site parking, equipment storage areas, and access and haul routes. Vehicular traffic shall always yield to aircraft traffic. When any vehicle, other than one that has prior approval from the airport operator, must travel over any portion of an aircraft movement area, it will be escorted and properly identified. To operate in those areas during daylight hours, the vehicle must have a flag or beacon attached to it. Any vehicle operating on the movement areas during hours of darkness or reduced visibility must be equipped with a flashing dome- type light, the color of which is in accordance with local or state codes. All construction vehicles shall be clearly identified for control purposes by prominently displaying the company name on each side of the vehicle. The identification symbols should be a minimum 8-inch block- type characters of a contrasting color and easy to read. They may be applied either by using tape or a water-soluable paint to facilitate removal. Magnetic signs are also acceptable. In addition, vehicles must display identification media. At 14 CFR Part 139 certified and towered airports, all vehicle operators having access to the movement area must be familiar with airport procedures for the operation of ground vehicles and the consequences of noncompliance or be escorted by someone who is. All construction personnel must be in possession of a valid airport identification badge at all times. If a temporary badge is issued by the airport, construction personnel shall be in possession of photo identification at all times. Any person who is escorting individuals must be in direct control of the escorted individuals at all times. Any person who has been issued a badge, but is not in possession of the badge, may not enter the secured area of the airport. Airport identification badges may be obtained at the location during regular scheduled times for issuance of badges. There is a $10.00 charge for issuance of the badge. Any badges that are lost will be subject to a $10.00 charge and all badges must be returned to the airport upon completion of the project unless directed otherwise by the airport. Any fine, including any and all associated costs, assessed the airport for failure to maintain security of the airport which are a result of the negligence of the prime contractor, any of his subcontractors, or any supply/delivery personnel, will be assessed to the prime contractor and shall be deducted from any monies due him. Vehicular traffic located in the vicinity of an active movement area must have a working two-way radio in contact with the control tower. The driver, through personal observation, should confirm that no aircraft is approaching the vehicle position. The Contractor is required to continuously monitor the airport traffic control tower (Tower Frequency: 128.00) between the hours of 0600 and 2200. The Contractor is required to monitor the common traffic advisory frequency (CTAF)while the airport traffic control tower is closed (CTAF Frequency: 128.00)between the hours of 2200 and 0600. c. Control of Gates - The Contractor shall be responsible for maintaining the security of the access gates by keeping the access gate locked or guarded at all times. Should the Contractor fail, at any time, to keep the access gate locked or guarded, there shall be a fine of$200.00 assessed to the Contractor, for each occurrence that the Contractor fails to maintain the security of the access gate. All fines assessed to the Contractor shall be deducted from any monies due to him/her. SS-100-3 100-2.6 WILDLIFE MANAGEMENT. The Contractor shall also review AC 150/5200-33, hazardous wildlife attractants on or near airports, and CertAlert 98-05, grasses attractive to hazardous wildlife (www.faa.gov). The Contractor shall carefully control and continuously remove waste or loose materials that might attract wildlife. Contractor personnel must be aware of and avoid construction activities that can create wildlife hazards on airports. The contractor shall mitigate the following items. a. Trash-The Contractor shall perform trash clean-up on a daily basis. b. Standing Water - The Contractor provide temporary drainage during construction to avoid standing water. c. Tall Grass and Seeds - The Contractor shall adhere to the requirements of Section T-901, Seeding of the contract documents and specifications. d. Poorly Maintained Fencing and Gates - The Contractor shall immediately report any damage to gates or fences. The Contractor will be responsible for repairs to any gates or fences caused by negligence by the Contractor. e. Disruption of Existing Wildlife Habitat - The Contractor shall notify the airport immediately of any wildlife sightings. 100-2.7 FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT. The Contractor shall ensure that the pavement surfaces in the active movement area are kept clean from dirt, mud, and other debris from the Contractor's equipment. Frequent clean up in the vicinity of Contractor's work areas is required. The Contractor shall require vehicle operators to check tires prior to traversing active airfield pavement. Any material tracked onto an active airfield pavement by construction equipment shall be immediately removed. See AC 150/1510-24, foreign object debris (FOD) management (www.faa.gov) for further instruction. 100-2.8 HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT. If any construction vehicle or equipment is operated within airport property, the Contractor must be adequately prepared to expeditiously contain and clean-up spills resulting from fuel or hydraulic fluid leaks. Special care must also be taken when handling or transporting hazardous materials on airport property. The contractor shall notify the Engineer immediately after any hazardous material spill. Management of hazardous wastes must strictly follow the most current stringent Federal, State and local regulations governing treatment, storage, and disposal. See AC 150/5320-15, management of airport industrial waste (www.faa.gov),for further instruction. 100-2.9 NOTIFICATION OF CONSTRUCTION ACTIVITIES. a. List of Responsible Representatives-A point of contact list will be completed as part of ITEM SS- 101 Safety Plan Compliance Document(SPCD)and will be delivered to all parties prior to construction. b. Notices to Airmen (NOTAM) - Before beginning any construction activity, the Contractor must, through the airport operator, give notice using the NOTAM system of proposed location, time, and date of commencement of construction. Upon completion of work and return of all such areas to standard conditions, the Contractor must, through the airport operator, verify the cancellation of all notices issued via the NOTAM system. Contractor shall notify the construction observer at least 7 days in advance of any closure to provide adequate time to coordinate the issuance of the NOTAM with the airport operator. c. Emergency Notification Procedures - In the event of an emergency, the Contractor shall call 911 and immediately notify the Engineer and airport staff. SS-100-4 d. Notification to the FAA - The Contractor shall ensure, through the Engineer, that all construction equipment over 15-ft in height is air spaced through the appropriate FAA regional or district office prior to using such equipment on site. Shutdown of any NAVAID (airport or FAA owned)shall be coordinated with the FAA ATO 45 days prior to the proposed shutdown. The Contractor shall provide an additional seven days advance notice to the airport to coordinate with the FAA ATO Tech Ops office responsible for the FAA facilities. 100-2.10 INSPECTION REQUIREMENTS. a. Daily Inspections-The Contractor shall perform daily safety inspections to ensure all construction operations are in conformance with the CSPP. b. Final Inspections - Prior to opening any portion of the airport to traffic, the Contractor, Engineer, and airport operator shall perform a safety inspection of the area to be opened to traffic to ensure conformance with the CSPP and FAA standards. 100-2.11 UNDERGROUND UTILITIES. Underground utilities exist within and adjacent to the limits of construction. An attempt has been made to locate these utilities on the plans. However, all existing utilities may not be shown and the actual locations of the utilities may vary from the locations shown. Prior to beginning any type of excavation, the contractor shall contact the utilities involved and make arrangements for the location of the utilities on the ground. The contractor shall maintain the utility location markings until they are no longer necessary. Arkansas state law, the underground facilities damage prevention act, requires two working days advance notification through the one-call system center before excavating using mechanized equipment or explosives (except in the case of an emergency). The one-call system phone number is 1-800-482-8998. The contractor is advised that there is a severe penalty for not making this call. Not all utility companies are members of the Arkansas one-call system; therefore, the contractor is advised to contact all non- member utilities as well as the one-call system. 100-2.12 PENALTIES. Failure of the Contractor (including employees) or any of his subcontractors (including employees) to comply with ATCT instructions or any of the other requirements of the airport while operating on airport property, shall be subject to the following: a. First Offense - The Contractor shall receive a fine of $1,000.00, and the vehicle operator will receive a loss of driving privileges on the airport. In addition, any fines or penalties imposed on the airport as a result of the incident will be assessed to the Contractor. b. Second Offense - The Contractor shall receive a fine of $5,000.00 to be deducted from any monies due him, and the vehicle operator will receive a loss of driving privileges on the airport. In addition, any fine or penalties imposed on the airport as a result of the incident will be assessed to the contractor. c. Third Offense - Work will be suspended. The Contractor (including employees) and any of his subcontractors (including employees) who will operate ground vehicles on the airport shall successfully complete, for a second time, formalized airport safety training, to be conducted by airport staff. When the contractor's employees have completed airport safety training to the satisfaction of the owner, work may continue at the discretion of the Owner. 100-2.13 SPECIAL CONDITIONS. None noted. SS-100-5 100-2.14 RUNWAY AND TAXIWAY VISUAL AIDS. a. General - All airport markings, lighting, signs, and visual NAVAIDs that are in operation must be clear from all obstructions. All temporary markings, signs, lights, or other visual aids must be secured in place to prevent prop wash,jet blast,wing vortices, or other wind currents. b. Markings - All temporary or permanent runway and taxiway visual aids shall conform to the requirements of the most recent edition of FAA AC 150/5340-1 (www.faa.gov). Markings for this project include the following: i. Temporarily Closed Runways —The Contractor shall be responsible for furnishing, installing, and maintaining runway closure markers on top of the runway designation markers. See details on construction safety drawings for closed runway marker detail. Runway closure markers shall be kept on site and only placed on the runway if the runway is kept closed within two(2) hours prior to sunrise. ii. Temporarily Closed Taxiways — The Contractor shall be responsible for furnishing, installing, and maintaining taxiway closure markers at the entrance to the closed taxiway from the adjacent runway. The taxiway closure markers shall be installed inside the runway safety area. The contractor shall also furnish and install low profile barricades at the entrance to the closed taxiway from an adjacent taxiway. Barricades shall be installed outside all active taxiway safety areas. See details on construction safety drawings for closed taxiway marker and low-profile aircraft barricade details. c. Lighting and Visual Aids—All temporary lighting for runway and taxiway systems shall conform to the requirements of the most recent edition of FAA AC 150/5340-30 and 150/5345-50 (www.faa.gov). The contractor shall be responsible for disconnecting isolation transformers associated with any runway or taxiway light fixtures that are being disconnected. d. Signs-The Contractor shall install all signs in accordance with the most recent edition of FAA AC 150/5345-44 and 150/5340-18. Any sign that is not performing its normal function must be covered or removed to prevent misleading pilots. 100-2.15 MARKING AND SIGNS FOR ACCESS ROUTES. The contractor shall be responsible for supplying and installing all necessary markings and signage for all access routes to and from the site to be used by contractor personnel, subcontractor personnel, or delivery operations. All signage in the air operations area shall be frangible mounted. 100-2.16 HAZARD MARKING AND LIGHTING a. Purpose - Hazard marking and lighting prevents pilots from entering areas closed to aircraft and prevents contractor personnel from entering areas open to aircraft. b. Equipment-The contractor shall furnish, install, and maintain low-profile barricades in hazardous areas inside movement areas. Barricades shall restrict access and make hazards obvious to aircraft, personnel, and vehicles. During periods of low visibility and at night, barricades shall be equipped with red flashing or steady burning lights. The spacing of barricades shall be such that a breach is physically prevented barring a deliberate act. If barricades are intended to prevent pedestrians, then they shall be linked. See details on construction safety drawings for low-profile aircraft barricade detail. SS-100-6 100-2.17 PROTECTION OF SAFETY AREAS, OBJECT FREE AREAS, OBJECT FREE ZONES, AND APPROACH/DEPARTURE SURFACES: a. Runway Safety Areas (RSA) - No work shall be permitted within an active RSA. If required, adjustments to the RSA dimensions through restricted operations shall be coordinated with the FAA airports regional or district office prior to construction. The Contractor shall insure adequate distance protection for blast projection, as needed. All open trenches or excavations within the limits of the RSA shall be back filled or covered prior to opening the runway to operations. In addition, erosion control measures shall be provided in the RSA to prevent ruts, humps, or depressions inside the limits of the RSA. b. Runway object free areas (ROFA) - No material shall be stockpiled inside the limits of the active ROFA unless approved by air spacing through the appropriate FAA airports regional or district office. c. Taxiway safety areas (TSA) - No work shall be permitted within an active TSA. If required, adjustments to the taxiway TSA dimensions through restricted operations shall be coordinated with the FAA airports regional or district office prior to construction. All open trenches or excavations within the limits of the TSA shall be back filled or covered prior to opening the taxiway to operations. In addition, erosion control measures shall be provided in the TSA to prevent ruts, humps, or depressions inside the limits of the TSA. d. Taxiway Object Free Areas (TOFA) - No construction shall be permitted inside an active TOFA unless the taxiway has been restricted to operations requiring a TOFA equal to that of the TOFA available. If required, construction may be permitted inside the TOFA if the taxiway centerline markings are offset with centerline reflectors or lighting, or appropriate NOTAMs are issued. Construction may also be permitted inside the TOFA if a five foot wing tip clearance is maintained for all construction equipment and vehicles. In this scenario, flaggers and wing walkers must be used to direct traffic through the construction site. e. Obstacle Free Zone (OFZ) - No personnel, material, or equipment shall penetrate the OFZ while the runway is open to operations. The dimensions of the OFZ are as defined in FAA AC 150/5300-13 (www.faa.gov). f. Approach/Departure Surfaces - All contractor personnel, materials, and equipment shall remain clear of the applicable threshold siting surfaces as defined in Chapter 3 of FAA AC 150/5300-13 (www.faa.gov). Construction activities that require penetration into the threshold siting surface shall be accomplish through displacing or partially closing the runway. Such construction activities shall require coordination with the FAA airports regional or district office. 100-2.18 OTHER LIMITATIONS ON CONSTRUCTION a. Prohibitions - The use of tall equipment (i.e. cranes, concrete pumps) shall not be permitted unless approved by the engineer and proper coordination for FAA aeronautical study is completed. The submittal for this coordination shall take place at least 45 days prior to anticipated use. Electrical blasting caps shall not be permitted within 1,000-ft of the airport property. Flare pots are not permitted within the air operations area. MEASUREMENT AND PAYMENT 100-3.1 Adherence to the requirements of the CSPP will not be measured for separate payment. END OF ITEM SS-100 SS-100-7 ITEM SS-101 SAFETY PLAN COMPLIANCE DOCUMENT(SPCD) DESCRIPTION 101-1.1 The Contractor shall thoroughly review the approved Construction Safety and Phasing Plan (CSPP) and shall comply with approved CSPP. The Contractor shall certify such compliance by completing the attached SPCD and submitting to the Engineer for approval. SS-101-1 Contractor Safety Plan Compliance Documents Owner Name: City of Fayetteville Airport: Fayetteville—Drake Field Project Description: Taxiway Lighting Rehabilitation Contractor: Each item listed below corresponds to a specific section of the approved CSPP. The Contractor shall certify that he/she will comply with each section of the approved CSPP. Each certified section with a "no" response must be fully explained in an attachment to the SPCD. The document shall be signed and dated by a principle or owner in the Contractor's company. All other requested information shall be completed by the Contractor and submitted to the Engineer for approval as part of the SPCD. 1. Section 1 - Correspondence: This project shall be completed in accordance with Section 1 "Coordination"of the approved Construction Safety Plan Compliance Document. Owner: Contact: Phone: Engineer: Project Manager: Phone: Project Engineer: Phone: Construction Observer: Phone: Materials Testing: Phone: Contractor: Project Manager: Phone: Superintendent: Phone: Subcontractors: Phone: LIST ALL SUBS Yes No 2. Section 2 - Phasing: This project shall be completed in accordance with Section 2 "Phasing" of the approved Construction Safety Plan Compliance Document. Yes No 3. Section 3 — Areas of Operations Affected by Construction Activity: This project shall be completed in accordance with Section 3 "Areas of Operations Affected by Construction Activity" of the approved Construction Safety Plan Compliance Document. Yes No SS-101-3 1 INN 4. Section 4 — Protection of Navigational Aids (NAVAIDS): This project shall be completed in accordance with Section 4 "Protection of Navigational Aids (NAVAIDS)" of the approved Construction Safety Plan Compliance Document. Yes No 5. Section 5 — Contractor Access: This project shall be completed in accordance with Section 5 "Contractor Access"of the approved Construction Safety Plan Compliance Document. Yes No 6. Section 6—Wildlife Management: This project shall be completed in accordance with Section 6 "Wildlife Management"of the approved Construction Safety Plan Compliance Document. Yes No 7. Section 7 — Foreign Object Debris (FOD) Management: This project shall be completed in accordance with Section 7 "Foreign Object Debris (FOD) Management" of the approved Construction Safety Plan Compliance Document. Yes No 8. Section 8 — Hazardous Materials (HAZMAT) Management: This project shall be completed in accordance with Section 8 "Hazardous Materials (HAZMAT) Management" of the approved Construction Safety Plan Compliance Document. Yes No 9. Section 9 — Notification of Construction Activities: This project shall be completed in accordance with Section 9 "Notification of Construction Activities" of the approved Construction Safety Plan Compliance Document. Yes No 10. Section 10 — Inspection Requirements: This project shall be completed in accordance with Section 10"Inspection Requirements"of the approved Construction Safety Plan Compliance Document. Yes No 11. Section 11 — Underground Utilities: This project shall be completed in accordance with Section 11 "Underground Utilities"of the approved Construction Safety Plan Compliance Document. Yes No 12. Section 12 — Penalties: This project shall be completed in accordance with Section 12 "Penalties"of the approved Construction Safety Plan Compliance Document. Yes No 13. Section 13—Special Conditions: This project shall be completed in accordance with Section 13 "Special Conditions"of the approved Construction Safety Plan Compliance Document. Yes No 14. Section 14— Runway and Taxiway Visual Aids: This project shall be completed in accordance SS-101-4 with 14 "Runway and Taxiway Visual Aids" of the approved Construction Safety Plan Compliance Document. Yes No 15. Section 15 — Marking and Signs for Access Routes: This project shall be completed in accordance with Section 15 "Marking and Signs for Access Routes" of the approved Construction Safety Plan Compliance Document. Yes No 16. Section 16— Hazard Marking and Lighting: This project shall be completed in accordance with Section 16 "Hazard Marking and Lighting" of the approved Construction Safety Plan Compliance Document. Yes No 17. Section 17 — Protection of Safety Areas, Object Free Areas, Object Free Zones, and Approach / Departure Surfaces: This project shall be completed in accordance with Section 17 "Protection of Safety Areas, Object Free Areas, Object Free Zones, and Approach/ Departure Surfaces" of the approved Construction Safety Plan Compliance Document. Yes No 18. Section 18—Other Limitations on Construction: This project shall be completed in accordance with Section 18 "Other Limitations on Construction"of the approved Construction Safety Plan Compliance Document. Yes No I certify that, for the project identified herein, the responses to the foregoing items are correct as marked, and that I shall comply with the approved Construction Safety and Plan. Signed: Contractor's Authorized Representative Date: Print Name and Title of Contractor's Representative END OF ITEM SS-101 SS-101-5 ITEM SS-110 STANDARD SPECIFICATIONS GENERAL 110-1.1 The standard specifications of the Arkansas State Highway and Transportation Department (AHTD)are bound in a book titled Standard Specifications for Highway Construction. These specifications are referred to herein as "Standard Specifications." The latest edition shall apply. A copy of these "Standard Specifications"may be obtained from the AHTD at their customary charge. INCORPORATION AND MODIFICATION 110-2.1 Certain parts of the Standard Specifications are appropriate for inclusion in these Technical Specifications. Such parts are incorporated herein by reference to the proper section or paragraph number. The individual specification numbers noted herein may be different from those in the latest edition of the "Standard Specifications." The most current specification number shall apply. Each such referenced part shall be considered to be a part of these Contract Documents as though copied herein in full. 110-2.2 Certain referenced parts of the Standard Specifications are modified in the Specifications that follow. In case of conflict between the Standard Specifications and the Specifications that follow, the Specifications that follow shall govern. 110-2.3 Individual material test numbers change from time to time. Use the latest applicable test. 110-2.4 Reference in the Standard Specifications to the"Department'is herein changed to the"Owner". MEASUREMENT AND PAYMENT 110-3.1 Standard Specifications will not be measured for separate payment. END OF ITEM SS-110 SS-110-1 ITEM SS-120 SITE PREPARATION DESCRIPTION 120-1.1 This item covers the preparation of the site for construction of the proposed improvements. The attention of the bidder is directed to the necessity for careful examination of the entire project site to determine, at the time of bid preparation, the full extent of work to be done under the item "Site Preparation." The entire job site shall be cleared of all man-made obstructions and debris, of whatever nature, and made ready in all respects for the construction of the proposed improvements. The item"Site Preparation"shall include: 1. Mobilization 2. Lighted Barricades and Closed Taxiway and Runway Markings 3. Contractor's Access/Haul Road 4. Contractor's Staging Areas 5. Airport Security Requirements 6. Airport Safety Requirements 7. Instrument Control 8. Removal and Disposal of Structures 9. Clean Up CONSTRUCTION METHODS 120-2.1 MOBILIZATION. The Contractor shall consider and include his cost for providing personnel, equipment, materials, bonds, etc. required for the prosecution of the work under this item. 120-2.2 LIGHTED BARRICADES AND CLOSED TAXIWAY AND RUNWAY MARKINGS. The Contractor shall furnish, install, maintain, and remove closed taxiway and runway markings and lighted barricades in accordance with details on the plans and as directed by the Engineer. The closed runway and taxiway markers shall be aviation yellow, nylon-reinforced vinyl. The markers shall be secured to the pavement/ground as shown on the plans and as directed by the Engineer. The lighted barricades shall be constructed and installed as shown on the plans. All lighted barricades and closed taxiway and runway markings shall be constructed in accordance with AC 150/5370-2F Operational Safety on Airports During Construction. All work involved in the furnishing, installation, maintenance, and removal of lighted barricades, barrels and closed runway and taxiway markings will not be measured for separate payment, but will be considered subsidiary to the bid item"Site Preparation." 120-2.3 CONTRACTOR'S ACCESS/HAUL ROAD. The Contractor shall layout, construct, maintain, and repair all access/haul roads needed to construct the work. The existing access roads shown on the plans shall be repaired, as determined necessary by the Engineer, at the close of the project. All such work, including all materials and labor, involved in the layout, construction, maintenance, and repair of the Contractor's access/haul roads will not be measured for separate payment but will be considered subsidiary to the bid item "Site Preparation." Temporary pipe culverts shall be installed and maintained as required and shall be of the size as directed by the Engineer. The type of pipe used for temporary pipe shall be at the option of the Contractor. Temporary pipe culverts will not be measured for separate payment, but will be considered subsidiary to the access/haul road. All temporary pipe culverts shall be removed by the Contractor and shall remain his property at the close of the project. 120-2.4 CONTRACTOR'S STAGING AREAS. The areas designated in theplans ortheEngineer g by E sneer as the g Contractor's staging area shall be cleared and graded by the Contractor as needed for use by the Contractor in constructing the work on this project. All areas used or otherwise occupied by the Contractor for his SS-120-1 I operations shall be cleaned, regraded, and seeded, as directed by the Engineer, prior to the final acceptance of the project by the Airport. All work involved in the preparation and restoration of areas used or occupied by the Contractor, including clearing,grubbing, regrading, seeding, and installing and removing fence,will not be measured for separate payment but will be considered subsidiary to the bid item"Site Preparation." 120-2.5 AIRPORT SECURITY REQUIREMENTS. The Contractor shall abide by the Airport Security requirements that are outlined in the Construction Safety and Phasing Plan (CSPP) of the plans. Any costs associated with the Airport Security requirements will not be measured for separate payment but will be considered subsidiary to the bid item"Site Preparation." 120-2.6 AIRPORT SAFETY REQUIREMENTS. The Contractor shall abide by the Airport Safety requirements that are outlined in the Construction Safety and Phasing Plan (CSPP) of the plans. All costs associated with the Airport Safety requirements will not be measured for separate payment but will be considered subsidiary to the bid item"Site Preparation." 120-2.7 INSTRUMENT CONTROL. The Contractor will be furnished survey baselines and benchmarks to control the work as shown on the Plans. The Contractor shall be responsible for the additional instrument control necessary to layout and construct the work. The Contractor shall provide the instrument control as provided for in Section 50 of the General Provisions. The Contractor's instrument control of the work shall not be measured for separate payment, but will be considered subsidiary to the bid item "Site Preparation". 120-2.8 REMOVAL AND DISPOSAL OF STRUCTURES. This work shall consist of the removal and satisfactory disposal of utility poles; signs, sign supports, sign foundations; curb and curb and gutter; fence; driveways; guardrail; retaining wails; sidewalks; Portland cement concrete or asphalt concrete pavements; manholes; drainage structures (including reinforced concrete channels, headwalls, and wingwalls); concrete or masonry foundations (including foundations of poles or signs to be removed) or slabs; concrete ducts and pipe culverts, all of which are not designated or permitted to remain. The Contractor shall make his own estimate of the work required for the removal of structures which conflict with the proposed construction. All structures required to be removed may not be designated as such in the plans. The provisions of this section shall not apply to underground petroleum storage tanks. The attention of the bidder is directed to the necessity for careful examination of the entire site to determine, at the time of bid preparation, the full extent of work to be accomplished. The entire site shall be cleared of all man-made obstructions and debris, of whatever nature, and prepared in all respects for the construction. The Contractor shall not unnecessarily interfere with the use of any adjacent sidewalks, streets,or roads. Materials removed will become the property of the Contractor and shall be removed from the job site, unless specifically designated otherwise. All surface items such as curb, curb and gutter, driveways, parking areas, walks, steps, asphalt and PCC pavement,and walls shall be separated or broken away from the adjacent part of any structure designated to remain in place by a vertical saw cut along the line designated by the Engineer. The edge of the structure left in place shall be approximately vertical with no abrupt changes in alignment. Any damage to or removal of the structure designated to remain in place shall be repaired or replaced at no cost to the Owner. Holes, ditches, or other abrupt changes in elevation caused by the removal operations that could obstruct drainage or be considered hazardous or unsightly shall be backfilled, compacted, and left in a workmanlike condition. Existing concrete ducts and parts thereof that interfere with the new construction shall be removed. SS-120-2 Existing pipe culverts or parts thereof that interfere with the new construction shall be removed. Where existing pipe culverts are to be extended or otherwise incorporated into the new work, only such part of the existing structure shall be removed as to provide a proper connection to the new work. The connecting edges or joints shall be cut, chipped, and trimmed to the required lines and grades without weakening or damaging the part of the structure to be retained. For a pipe culvert extension, the headwall and the attached end joint of concrete pipe or the flared end section on all types of pipe shall be removed to accommodate the extension. This work will not be paid for directly but will be considered included in the items involved in the culvert extension. This item includes any additional construction required to connect existing pipes to the constructed drainage system. Trenches or voids resulting from the removal or demolition of existing culverts or other structures shall be filled with approved material placed in layers in accordance with Item P-152. Masonry and reinforced concrete foundations shall be obliterated, or if in fill sections, may be left in place if covered by not less than 2 feet of embankment. Concrete foundations for poles to be removed shall be obliterated to a depth of 2 feet below finished grade or as required to accommodate new construction. The removal and disposal of the various items covered by this specification will not be measured for separate payment, but will be subsidiary to the bid item "Site Preparation". 120-2.9 CLEAN UP. From time to time, the Contractor shall clean up the site in order that the site presents a neat appearance and that the progress of work will not be impeded. One such clean up shall immediately precede final inspection. Immediately following acceptance of the work by the Owner, the Contractor shall remove all temporary equipment, surplus materials, and debris resulting from his operations, and leave the site in a condition fully acceptable to the Owner. MEASUREMENT AND PAYMENT 120-3.1 Site preparation will be measured as a lump sum complete item. Work completed and accepted under this item will be paid for at the contract lump sum price bid for"Site Preparation,"which price shall be full compensation for furnishing all labor,tools,equipment and incidentals necessary to complete the work. Periodic payments will be made under this item in proportion to the amount of work accomplished, as determined by the Engineer. Partial payments will be allowed as follows: a. With first pay request,25%. b. When 25%or more of the original contract is earned,an additional 25%. c. When 50%or more of the original contract is earned,an additional 40%. d. After Final Inspection, Staging area clean-up and delivery of all Project Closeout materials as required by the Engineer,the final 10%. Payment will be made under: Item SS-120-3.1 Site Preparation-per Lump Sum SS-120-3 ITEM SS-300 BASIC ELECTRICAL REQUIREMENTS DESCRIPTION 300-1.1 This item shall consist of furnishing and installing complete electrical systems as defined in the plans and in these specifications. The work includes the installation, connection and testing of new electrical systems, equipment and all required appurtenances to construct and demonstrate proper operation of the completed electrical systems. 300-1.2 The Contractor shall maintain current copies of all referenced and applicable advisory circulars and standards on the job site. The Contractor is responsible to make known to the Engineer any conflict between plans and specifications that he observes or of which he is made aware. 300-1.3 This work shall consist of lockout/tagout and constant current regulator calibration procedures at the airport electrical vault in accordance with the design and details shown in the plans and in compliance with these specification documents. EQUIPMENT AND MATERIALS 300-2.1 STANDARDS. a. Applicable National Fire Protection Association (NFPA)codes, including but not limited to: (1) NFPA 70-National Electrical Code. (2) NFPA 70E-Standard for Electrical Safety in the Workplace. (3) NFPA 101 - Life Safety Code. (4) Internet Website: http://www.nfpa.orq b. Applicable Code of Federal Regulations (CFR)codes, including but not limited to: (1) 29 CFR 1910-Occupational Safety and Health Standards(OSHA) (2) 29 CFR 1926-Safety and Health Regulations for Construction. (3) Internet Website: http://www.gpoaccess.gov/cfr/index.html c. ANSI/IEEE C2- National Electrical Safety Code. d. NECA 1 —Standard for Good Workmanship in Electrical Construction. e. Applicable Federal,State and Local Electrical Codes. f. Applicable Federal, State and Local Energy Codes. g. Applicable Federal,State and Local Building Codes. h. Applicable Federal,State and Local Fire Codes. i. Applicable City Electrical Code. j. Applicable City Ordinances pertaining to electrical work. k. Applicable Federal, State and Local - Environmental, Health and Safety Laws and Regulations. Contractor shall utilize the most current editions of standards, which are current at time of bid and as recognized by the Authority Having Jurisdiction for the respective standard. 300-2.2 GENERAL. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall be certified and listed under Advisory Circular (AC) 150/5345-53, Airport Lighting Equipment Certification Program, current version on the date that the submittals are received by the Engineer. b. Airport lighting equipment and materials shall also meet the Buy American Preference requirements in 49 USC 50101 and the Aviation Safety and Capacity Expansion Act. The equipment shall be approved and listed on the FAA "Equipment Meeting Buy American Requirements" list located at SS-300-1 www.faa.gov/airports/aip/procurement/federai contract_provisions/, current version on the date that the submittals are received by the Engineer, or the Contractor may submit a signed formal letter from the manufacturer that clearly lists the specific equipment, model number, location where it is manufactured, and statement certifying that the equipment and/or materials meet the Buy American Preference requirements. c. 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. All equipment and materials shall be new and meet applicable manufacturer's standards. All other electrical components and products, not covered under the FAA equipment certification program, shall be tested and listed by an OSHA accepted, nationally recognized testing laboratory (NRTL) to conform to the standards indicated in these contract documents and to the industry standards required in the NEC, NEMA, IEEE,and applicable FAA advisory circulars. d. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the Engineer and replaced with materials,which do comply with these specifications, at the sole cost of the Contractor. e. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non-pertinent data. Submittals for components or electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. f. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the Contract Documents plans and specifications. The Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes,specified herein. g. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12) months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion,with no additional cost to the Owner. (1) All LED light fixtures, with the exception of obstruction lighting, shall be warranted by the manufacturer for a minimum of 4 years after date of installation, final acceptance testing by the Engineer, and Owner's beneficial use of the equipment, inclusive of all electronics. Refer to FAA Engineering Brief No. 67D for additional requirements. h. Refer to Special Provisions item C-12 Submittals for electronic or paper submittal requirements for Engineer's review. After approval of submitted equipment, the Contractor shall supply the following Operation and Maintenance Manual documentation to the Owner. Two (2) complete sets of documentation shall be supplied for each model of equipment. The documentation shall be securely bound in heavy-duty 3-ring binders. The information for each piece of equipment shall be indexed using typewritten label tabs. The spine of each binder shall have a typewritten label, which indicates the included equipment types. The documentation shall include: SS-300-2 (1) Approved Submittals and Shop Drawings (2) Cable Splicer Qualifications, Type and Voltage (3) State Contractors License with Electrical Classification (4) Master,Journeyman and Apprentice Electrician Licenses and Certifications (5) LockoutiTagout Program (6) Regulator Load and Calibration Reports for testing, checking and adjusting all regulators in the electrical vault (7) Megger Test Reports (8) Installation Manuals (9) Operation Manuals (10) Maintenance Manuals (11) Parts Lists, including recommended spare parts. Recommended spare parts shall be furnished with the respective equipment. j. After approval of the O&M Manuals, the Contractor shall provide three (3) complete electronic copies of all documentation in Adobe PDF file format on CD-R (non-rewriteable) discs storage media. The electronic files shall contain searchable text and include a hyperlink index for ease in locating information with the PDF file. k. All requirements herein Item SS-300 shall be applicable to all referenced sections in these contract documents and applicable to all sections which reference Item SS-300. The Contractor is the single source of responsibility for the installation and integration of the airport's lighting, power, and control systems. New airport lighting equipment and materials shall be fully compatible with all other new and existing airport lighting equipment and systems. Any non- compatible components furnished by the Contractor shall be replaced at no additional cost to the Owner with a similar unit that is approved by the Engineer and compatible with the remainder of the airport lighting system. 300-2.3 OPERATION AND MAINTENANCE DATA. Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment. Provide bound hard copies and electronic copies as noted in section 300-2.2. a. Certificate of Substantial Completion, Release and Contractor's Affidavit, executed copies. b. Final approved equipment submittals, including product data sheets and shop drawings, clearly labeled. c. Preventive maintenance programs for the visual aid facilities and equipment installed in this project, including the applicable equipment sections within Chapter 5 "Preventive Maintenance"from AC 150/5340-26(latest edition)"Maintenance of Airport Visual Aid Facilities". d. Installation manuals: Description of function, installation and calibration manuals, normal operating characteristics and limitations, performance curves, engineering data and tests, and complete nomenclature and commercial numbers of all replaceable parts. e. Operations manuals: Manufacturer's printed operating instructions and procedures to include start-up, break-in, routine and normal operating instructions; regulation, control, stopping, shutdown, and emergency instructions; summer and winter operating instructions; and all programming and equipment settings. SS-300-3 f. Maintenance manuals: Maintenance procedures for routine preventative maintenance and troubleshooting;disassembly,repair, and reassembly;aligning and adjusting instructions. 9. Service manuals: Servicing instructions and lubrication charts and schedulesincluding the names and telephone numbers of personnel to contact for both routine periodic and warranty service for equipment and materials provided under this Specification. h. Final test reports, clearly |obe|md, including but not limited to, insulation resistance test reports, ground rod impedance test reports, cable pulling tension values logs, and equipment certification tests. iFinal certified calibration sheets for all equipment and inatrumenta, including but not limited to, constant current regulator calibration reports. 300-2.4 WIRE. Wire in conduit rated up to 5.000 volts shall conform to AC 150/5345-7. Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits for Rubber Insulated Neoprene Covered Wire, or Fed. Spec. J'C'36, Type RHVV, for rubber insulated fibrous covered wire. For ratings up to 600 voltm, thermoplastic wire conforming to Fed. Spec. J-C-30. Type THHN/THWN-2 shall be used. The wires shall be of the type,size, number of conductors, and voltage shown in the plans or in the proposal. For electrical work of 600 volts or less, all monducbona, benninaUone, terminal blocks, lugs, connectors, devices and equipment shall be listed, marked,and rated 75 degrees C minimum unless otherwise noted. Unless otherwise indicated, conductors No. 10 AWG and smaller shall be solid, and conductors No. 8 AWG and larger shall be stranded. Service, underground 8aador, and underground branch circuit wiring shall be minimum Type THHN/THWN-2 unless otherwise noted. Indoor feeder and indoor branch circuit wiring shall be minimum Type THHN/THVVN`2 unless otherwise noted. Use pulling nnemna, including fish tape, mab|a, rope, and basket-weave wire/cable grips that will not damage cables or raceway. Pull ropes and pull wires shall have sufficient tensile strength for the cable(s) to be pulled and installed. Damaged cable or raceway shall be replaced at no additional cost to the Owner. Install pull wires in empty raceways. Use a polypropylene plastic line with not less than 200 pound tensile strength. Secure and leave at least 12 inches of slack at each end of pull wire to prevent it from slipping back into the conduit. Cap spare raceways with removable tapered plugs, designed for this purpose. 300-2.5 CONDUIT. Rigid steel conduit and fittings shall conform to the requirements of Underwriters Laboratories Standard 6, 514,and 1242. 300-2.6 PLASTIC CONDUIT (for use below grade only). Plastic conduit and fittings-shall conform to the requirements of Fed Spec. VV-C-1084and Underwriters Laboratories Standards UL'651 and shall be one of the following,as shown in the plans: a. Type I - Schedule 40 PVC suitable for underground use either direct-buried or encased in concrete. b. Type II -Schedule 40 PVC suitable for either above ground or underground use. c. Type ||| - Schedule 80 PVC suitable for either above ground or underground use either direct-buried or encased in conduit. SS-300-4 Plastic conduit adhesive shall be a solvent cement manufactured specifically for the purpose of gluing the specific type of plastic conduit and fitting. 300-2.7 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. The electrical installation shall conform to the requirements of the latest edition of National Fire Protection Association, NFPA-70, National Electrical Code. Copies of the National Electrical Code may be obtained from the National Fire Protection Associations, Inc., One Batterymarch Park, Quincy,Massachusetts 02269. 300-2.8 CONSTANT CURRENT REGULATORS. The Contractor shall submit his initial regulator load test reports prior to any work on the electrical system. The Contractor shall test all regulators within the electrical vault and submit these reports to the Engineer prior to Contractor proceeding with his work. The Contractor shall calibrate all new and existing regulators following construction and prior to final acceptance testing in accordance with FAA AC 150/5340-26"Maintenance of Airport Visual Aid Facilities" and manufacturer's recommendations. Contractor shall submit calibration report to Engineer. After final acceptance testing has been completed, the Contractor shall complete and submit his final regulator load test reports to the Engineer for all regulators and insert copies of the final regulator load test reports in the Operation and Maintenance Manuals. CONSTRUCTION METHODS 300-3.1 LOCKOUT/TAGOUT PROGRAM. The Contractor shall provide a complete copy of an electrical energy source Lockout/Tagout Program to the Owner, with copy to the Engineer. The document shall clearly identify the on-site master electricians and their contact information, including office and mobile telephone numbers. The Lockout/Tagout Program shall comply with Part 1910 — Occupational Safety and Health Standards (OSHA) Subpart S — Electrical, and meet the requirements of 29 CFR 1910.147, The Control of Hazardous Energy(Lockout/Tagout), including requirements listed in 1910.331 through 1910.335. Implementation of the Lockout/Tagout Program and all other related safety requirements are the sole responsibility of the Contractor. 300-3.2 SAFETY PROGRAM. The Contractor shall implement an electrical safety program that complies with NFPA 70E and 29 CFR 1926. Implementation of the Electrical Safety Program, determining and providing proper Personal Protective Equipment (PPE), training and enforcing personnel to wear the prescribed PPE, conducting work area safety inspections(including correcting deficiencies), and all other related safety requirements are the sole responsibility of the Contractor. All work involved in the preparation and implementation of the safety program will not be measured for separate payment, but will be considered subsidiary to the lockout/tagout bid item. 300-3.3 PRECONSTRUCTION MEETING. A preconstruction meeting will be held with the Airport, FAA, Engineer and Contractor, prior to any work. Complete submittals and shop drawings will be submitted at this time for review. An equipment procurement schedule will be provided by the Contractor with an anticipated field construction start date. The progress construction schedule will be submitted for review each week and shall outline all installation, testing and SS-300-5 demolition work. 300-3.4 GENERAL. The Contractor shall be responsible for coordinating all electrical work with the Utility. The Contractor shall provide temporary service conductors and raceway system. The Contractor shall then provide and connect permanent service conductors and raceway system after the completion. In general, the various electrical equipment and material to be installed by the various trades under this specification shall be run as indicated, as specified herein, as required by particular conditions at the site, and as required to conform to the generally accepted standards so as to complete the work in a neat and satisfactory manner. The following is a general outline concerning the running of various systems and is to be excepted where the drawings or conditions at the buildings necessitate deviating from these standards. The drawings and specifications are complementary; any work required by one, but not by the other, shall be performed as though required by both. The construction details are illustrated on the drawings. Each Contractor shall thoroughly acquaint himself with the details before submitting his bid as no allowances will be made because of the Contractor's unfamiliarity with these details. The electrical plans do not give exact locations,etc., and do not show all the offsets, control lines,junction boxes, and other installation details. Each Contractor shall carefully lay out his work at the site to conform to the job conditions, to conform to details of installation supplied by the manufacturers of the equipment to be installed,and thereby to provide complete operating systems. These Specifications and the accompanying Drawings are intended to cover systems which will not interfere with the structure of the buildings, which will fit into the several available spaces, and which will insure complete and satisfactory systems. Each bidder shall be responsible for the proper fitting of his material and apparatus into the buildings. Should the particular equipment which any bidder proposes to install require other space conditions than those indicated on the Drawings, he shall arrange for such space with the Engineer before submitting his bid. Should changes become necessary on account of failure to comply with this clause, the Contractor shall make such changes at the Contractor's expense. Should the particular equipment which any bidder proposes to install require other installation methods, such as larger light base junction structures, etc., he shall include all such equipment and appurtenances in his bid. Should changes become necessary on account of failure to coordinate equipment requirements and comply with this clause, the Contractor shall make such changes at the Contractor's expense. The Contractor shall be responsible to see that each party furnishes electrical equipment which meets the electrical requirements specified herein and that all systems work together to produce the specified operation. Where two or more units of the same kind or class of equipment are required, these shall be products of a single manufacturer; however, the component parts need not be the products of one manufacturer. Each Contractor shall submit working scale drawings of all his apparatus and equipment which in any way varies from these Specifications and Plans, which shall be checked by the Engineer and approved before the work is started, and interferences with the structural conditions shall be corrected by the Contractor before the work proceeds. Electrical equipment, such as switchgear, switchboards, panelboards, load centers and other power supply equipment, shall not be used as a common enclosure, pull box or junction box for routing SS-300-6 conductors of different systems, unless the equipment is specifically designed for this purpose and indicated as such on the Plans. All electrical equipment shall be securely mounted as indicated in the plans, as required by the contract specifications, as required by guidelines and codes, and as required by the manufacturer using hardware compliant with the environmental conditions. Where portions of raceways are known to be subjected to different temperatures,where condensation is a problem, and where passing from interior to exterior of a building,the portion of raceway or sleeve shall be filled with an approved material to prevent the circulation of air, prevent condensation, and prevent moisture entry. Sealing of raceways shall not occur until after the conductors and cables have been installed,tested and accepted by the Engineer. The Contractor shall install any temporary lines and connections required to maintain electric services and safely remove and dispose of them when complete. All temporary wiring shall conform to OSHA standards. Remove temporary services when work is complete. Any damage to electrical equipment caused by the Contractor shall be repaired at no cost to the Owner. All non-current carrying parts and neutrals shall be grounded as indicated on the Drawings or as required by the Codes. White and/or gray outer finish conductors may only be used as grounded conductors or neutral conductors in accordance with NEC. Install insulated green equipment grounding conductors with all feeder and branch circuits. Provide separate insulated equipment grounding conductors from grounding system to each electrical equipment, telecommunication equipment, other special electrical system equipment, and appurtenance item location in accordance with NFPA 70 and other applicable standard requirements. The bidder shall inspect the site, thoroughly acquaint himself with conditions to be met and work to be accomplished. Failure to comply with this shall not constitute grounds for any additional payments. Where electrical equipment is installed that causes electrical noise interference with other systems either existing or installed under this contract, the offending equipment shall be equipped with isolating trans- formers, filters, reactors, shielding, or any other means as required for the satisfactory suppression of the interferences, as determined by the Engineer. All salvage and equipment removed by the work shall remain the property of the Owner. Material _ removed from the project shall be stored on the project site where and as directed. Debris shall be removed from the job site and disposed of by the Contractor. The Contractor shall maintain his work area clean and orderly at all times. Debris shall be removed promptly. The electrical system shall be thoroughly cleaned inside and outside of all enclosures to remove all metal shavings or other work debris, dust, concrete splatter, plaster, paint and lint. The Contractor shall do all excavating and backfilling made necessary by electrical work and shall remove all surplus or supply any earth required to establish the proper finished grade. The Contractor shall do all cutting and patching made necessary by electrical work, but in no case shall he cut through or into any structural member without written permission of the Engineer. All steel conduits, supports, channels, fittings, nuts, bolts, etc. shall be galvanized,corrosion-resistant type unless otherwise noted. SS-300-7 An approved anti-seize compound shall be used on all threads to prevent equipment and thread damage. Equipment shall be installed in accordance with manufacturer's recommendation. Make all final electrical connections and coordinate all items with other trades. Correct unnecessary damage caused due to installation of work, brought about through carelessness or lack of coordination. All openings, sleeves, and holes to be properly sealed, fire proofed and water proofed. Any water leaks arising from project construction will be immediately corrected to the satisfaction of the Owner and the Engineer. 300-3.5 ELECTRICAL VAULT CONDUIT AND WIRING. Electrical work within the electrical vault shall be installed in accordance with specific FAA Advisory Circular requirements, including but not limited to the following: Install all conduit and wiring in the electrical vault or shelter in accordance with NEC and local electrical code requirements. Install all power and control cables in conduit or enclosed wire ways. The standard L-824 airfield lighting primary series circuit cable does not comply with NEC for installation in open cable trays. High voltage conductors(exceeding 600 volts)shall be installed within rigid steel galvanized conduit, intermediate metal conduit, flexible metal conduit, liquid tight flexible metal conduit, metal wire ways, or PVC conduit. Low voltage feeders and control wires shall be installed within rigid steel galvanized conduit, intermediate metal conduit, or electrical metallic tubing (EMT) when run on the walls or ceiling; and in cable trays supported from the ceiling or walls when there are many cables and the possibility of future expansion. Do not install conduit in concrete slabs on grade. Install the primary series cables from the regulators and various other feeders out of the vault in coated rigid steel galvanized conduit or PVC conduit,a minimum of 2 feet below grade. Do not use PVC above the ground-level slab of buildings,vaults or shelters. PVC shall convert to coated galvanized rigid steel conduit prior to its emergence; no PVC shall emerge from the ground or concrete slab or encasement. Use manufactured long sweep coated galvanized rigid steel conduit elbows for stub- up risers. Coated galvanized rigid steel conduit shall transition to non-coated galvanized rigid steel conduit no sooner than 3"above finished grade. 300-3.6 DUCT AND CONDUIT. Conduits shall be galvanized rigid steel unless otherwise indicated or specified. Refer to one-line diagram conduit notes for specific requirements. Conduit runs shall be one trade size continuously with no reducers allowed. Changing of conduit size is only permitted at manholes, handholes, and boxes and conduit bodies used as outlet, device,junction, or pull boxes, including approved, listed fittings with removable covers. Use an approved,listed adapter/coupling to convert to other types of conduit. Reducer couplings are not allowed. For underground service entrance, feeder and branch circuit raceways, offsets and bends over 30 degrees and elbows in Schedule 40 PVC conduit runs shall be Schedule 80 PVC conduit. Underground service entrance PVC conduits shall be concrete encased unless otherwise noted. Underground PVC conduits shall be concrete encased under driveways,roadways, parking lots and other paved areas. Non-encased conduits shall convert to concrete encased ducts under all paved areas and shall extend at least 3 feet beyond the edges of the pavement unless otherwise noted. The Contractor shall provide a staked centerline or offset for the duct and manhole system - utilizing the drawings and a site inspection of the existing grounds, grades and utility crossings. The Owner and SS-300-8 Engineer shall approve the staking plan that shall be indicated on a drawing submitted for approval before starting any excavation for the ducts. The staking plan shall indicate the proposed location, elevation and dimensions of manholes and handholes. The Engineer reserves the right to adjust duct, manhole and handhole locations and elevations before installation at no additional cost to the Owner. The bottom surface of trenches shall be essentially smooth and free from coarse aggregate. Trenches shall be backfilled and compacted in 6"layers to 90% maximum density for cohesive soils and to 100% maximum density for non-cohesive soils, as determined by ASTM D1557. The in-place field density shall be determined in accordance with ASTM 01556, D2167, or D6938. Backfilling from two directions will not be allowed. No backfilling will be accomplished without the approval of the Engineer or Construction Observer. The Contractor shall ensure all trenches are inspected prior to being covered and prior to encasement. Any uninspected trenches which are prematurely covered shall be exposed for inspection at the Engineer and Owner's convenience at no additional cost to the Owner. The Construction Observer will coordinate with the Contractor for advance scheduling of trench inspection. Install grounding-and-bonding type bushings and bonding jumpers on all service entrance conduits and on all feeder and branch circuit conduits. Use conduit bushings at each conduit termination. Where No. 4 AWG or larger ungrounded wire is installed, use insulated bushings. When EMT is allowed, utilize only steel compression fittings. Die-cast and set-screw fittings shall not be used. Use double lock nuts at each conduit termination. Use weather tight hubs in damp and wet locations. Sealing lock nuts shall not be used. Grounding continuity to rigid metal conduit shall be accomplished by grounding bushings/adapters with lugs for connection to grounding counterpoise and/or grounding electrode conductor as defined by NEC. All exposed wiring shall be run in not less than 1/2 inch (12 mm) galvanized rigid steel conduit. All conduits shall be installed to provide for drainage. Conduit shall be attached to wooden structures with galvanized pipe straps and fastened with galvanized wood screws not less than No. 8 nor less than 1-1/4 inches (31 mm)long. There shall be at least two fastenings for each 10-foot(3 m)length. Existing ducts may require clearing before use. It is the responsibility of the Contractor to locate the existing ducts, identify empty or partially empty conduits and clear the conduits as required. Where new cable is to be installed in existing duct, the full length of the duct shall be cleared of debris by mechanical means before the installation of the new cable. Acceptable methods of clearing existing ducts include "hydro-jetting"and "roto-rooting." All existing cables in each re-used duct shall be replaced for the length of the duct and properly spliced in a method approved by the Engineer. Clearing of existing duct banks or conduits is incidental to the cable pay item. 300-3.7 BACKFILL, COMPACTION, AND RESTORATION. Refer to the backfill, compaction and restoration requirements within Item P-152 where other compaction requirements are specified (under pavements, embankments, etc.) Trenches shall be backfilled and compacted in 6" layers to 90% maximum density for cohesive soils and to 100% maximum density for non-cohesive soils, as determined by ASTM 01557. The in-place field density shall be determined in accordance with ASTM D1556, D2167, or D6938. Backfilling from two directions will not be allowed. No backfilling will be accomplished without the approval of the Engineer or Construction Observer. The Contractor shall ensure all trenches are inspected prior to being covered and prior to encasement. Any uninspected trenches which are prematurely covered shall be SS-300-9 exposed for inspection at the Engineer and Owner's convenience at no additional cost to the Owner. The Construction Observer will coordinate with the Contractor for advance scheduling of trench inspection. Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly visually inspect the area for foreign object debris (FOD), and remove any such FOD that is found. This FOD inspection and removal shall be considered incidental to the pay item of which it is a component part. 300-3.8 CABLE AND UTILITY COORDINATION. The existing and the proposed locations of lighting cable are approximate. The Contractor shall be responsible for field locating and identifying the existing lighting circuits to determine their exact routing. The Contractor shall also be responsible for maintaining the lighting systems in a working condition until the new lighting circuits have been installed and tested. The Contractor shall proactively and expeditiously accomplish this cable identification work prior to performing any modifications to the lighting circuits. Coordinate identification work with the Owner and Engineer and make all corrections,additions, etc. on the as-built drawings. Underground cable and utilities exist within and adjacent to the limits of construction. An attempt has been made to locate these cables and utilities on the Plans. All existing cable and utilities may not be shown on the Plans and the location of the cables and utilities shown may vary from the location shown on the Plans. Prior to beginning of any type of excavation,the Contractor shall contact the utilities,the airport maintenance staff, FAA field personnel and other organizations as required and make arrangements for the location of the utilities on the ground. The Contractor shall maintain the cable and utility location markings until they are no longer required. The Contractor shall replace or repair any underground cable or utility that has been damaged by the Contractor during excavation to the satisfaction of the owner of the cable or utility at no additional cost to the Owner. 300-3.9 5 kV CABLE CONNECTIONS. Cable splicing/terminating personnel shall be licensed electricians who have the minimum continuous experience in terminating/splicing medium voltage cable as listed in Item L-108. The qualifications for these airfield lighting cable splicers shall be submitted for review and approval by the Engineer prior to any work. The Engineer may request sample splices be performed in his presence by the proposed personnel to clearly demonstrate that they have the skill and experience to perform this work. Connector kits and cables shall be provided in sufficient quantity by the Contractor in demonstrating these qualifications at no additional cost to the Owner. Field-attached plug-in splices using FAA certified L-823 plug and receptacle connector kits, properly sized to the cable being used, shall be installed as shown in the plans. This work shall include the taping and heat shrinking. Refer to Item L-108 for additional requirements. As an option, the Contractor may utilize enhanced FAA certified L-823 connector kits, such as the Amerace 54Super Kit. These kits do not require taping or heat shrinking. These kits shall be installed in accordance with the manufacturer's installation requirements. Note that the mixing of connector kits is unacceptable. The Contractor shall clearly list and submit the connector kits he proposes to utilize on the project for approval prior to any field construction work, and he shall only install that type during construction unless otherwise noted by the Engineer. 300-3.10 REMOVAL AND RELOCATION OF EXISTING EQUIPMENT. The Contractor shall carefully remove all salvageable equipment as indicated on the Plans. Any equipment which is damaged during the removal operation shall be subject to a reduction in payment for removal of the equipment. All equipment which is removed during this project shall be transported to a site on the Airfield or removed from the Airfield and properly disposed of as directed by the Owner and the Engineer. The Contractor shall carefully relocate existing equipment as indicated in the Plans. Any equipment that is damaged during the relocation operation shall be replaced at no additional cost to the Owner. SS-300-10 Any existing electrical equipment, conduit, cables, etc. that is damaged during construction shall be replaced at no additional cost to the Owner to the satisfaction of the Owner and the Engineer. 300-3.11 CERTIFICATION AND PERFORMANCE. Equipment and materials covered by FAA Advisory Circulars are referred to by item numbers and approved equipment is listed within the AC 150/5345-53 Airport Lighting Equipment Certification Program's monthly Addendum, which contains a complete and updated listing of the certified equipment and manufacturers, and is listed in the FAA Buy American Preference equipment list, which is also updated monthly. The Contractor shall provide and install new certified equipment that works reliably and efficiently with the existing equipment to remain in service. The Contractor shall provide any additional accessories and/or appurtenances required to provide fully functional electrical systems to the satisfaction of the Owner and Engineer, at no additional cost to the Owner. The Contractor shall ascertain that all lighting system components furnished (including FAA certified and approved equipment) are compatible in all respects with each other and the remainder of the new and existing systems. Any non-compatible components furnished by the Contractor shall be replaced at no additional cost to the Owner with a similar unit that is approved by the Engineer and compatible with the remainder of the airport lighting system. 300-3.12 AS-BUILT DRAWINGS. Before work is started, the Contractor shall obtain at his expense one (1) full-sized set of prints for As-Built records; the Engineer will supply the tracings at printing cost to the Contractor. The Contractor shall locate all underground and concealed work, identifying all equipment, conduit, circuit numbers, motors, feeders, breakers, switches, and starters. The Contractor will certify accuracy by endorsement. As-Built drawings shall be correct in every detail, so Owner can properly operate, maintain, and repair exposed and concealed work. The As-Built drawings shall indicate all control system labeling and marking. The Contractor shall store the As-Built drawings on the site. Drawings shall not be rolled. Make corrections, additions, etc.,with pencil, with date and authorization of change. As-Built drawings must be submitted to Engineer before project will be accepted. Minor deviations from the Plans and Specifications shall be as approved by the Engineer. Upon completion of the installation, the Contractor shall adjust the systems to the satisfaction of the Engineer. 300-3.13 TESTING. General Electrical Testing: Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification and certify compliance with test parameters. Tests shall be conducted in the presence of the Engineer and shall be to his/her satisfaction. Correct malfunctioning units on-site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. Perform infrared scan tests and inspections of service and power distribution equipment at the respective hangars and provide reports. Electrical equipment will be considered defective if it does not pass tests and inspections. Reports shall include notations of deficiencies, remedial action taken and observations after remedial action. System and Equipment Testing: All installations shall be fully tested by continuous operation for not less than 24 hours as completed systems prior to acceptance. These tests shall include the functioning of each control not less than 10 times. SS-300-11 Airport lighting equipment and special systems shall be tested in accordance with applicable FAA Advisory Circular requirements and the manufacturer's installation instructions. These tests shall also include those system requirements listed within AC 150/5340-26 Maintenance of Airport Visual Aid Facilities. Test equipment and instruments utilized by the Contractor shall have been calibrated following the manufacturer's recommended schedule to verify their accuracy prior to performing the testing work. The Contractor shall provide instrument calibration certificates on test equipment when requested by the Engineer. Retesting work due to inaccurate or defective instruments shall be performed by the Contractor to the satisfaction of the Engineer at no additional cost to the Owner. a. Regulator Calibration: The Contractor shall check and calibrate both new and existing regulators utilizing the enclosed "Constant Current Regulator Calibration Report". Refer to the material section on constant current regulators for additional requirements. New regulators are calibrated at the factory prior to shipping, while existing regulators typically need checks and calibrations on a routine basis so that they do not get out of tolerance. The intent is to check and/or calibrate these regulators using a high accuracy meter prior to energizing and placing the airfield lighting system in service. Utilize a high accuracy true RMS ammeter with high accuracy clamp-on current probe when making these measurements (use round type probes, accuracy+or—2% required, sized per the cable diameter and circuit ampacity to achieve the best accuracy). Adjust regulators per manufacturer's instructions to meet the output currents on each brightness step as listed in Tables 5-2 and 5-3 in AC 150/5340-26. b. Megger Testing: The Contractor shall perform megger testing on each existing regulator circuit prior to any work on the electrical system. This information shall be recorded and documented by the Contractor and submitted to the Engineer. The Contractor shall perform megger tests on each regulator circuit after the acceptance test period. This acceptance test information shall be recorded and documented by the Contractor and submitted to the Engineer. Megger test shall be performed in accordance with the requirements of Item L-108. The Contractor shall submit his initial megger test reports on the enclosed "Insulation- Resistance Test Report"form prior to any work on the electrical system. This report shall be submitted to the Engineer and approved by the Owner prior to Contractor proceeding with his work. After final acceptance testing has been completed, the Contractor shall complete and submit his final megger test reports to the Engineer and insert copies'of the initial and final megger test reports in the Operation and Maintenance Manuals. Megger testing shall be performed using an insulation meter, such as a Fluke 1507 Insulation Resistance Multimeter, Ideal 61-797 Digital Insulation Meter, or approved equal having an insulation test range up to 10 Gigohms or greater. The Contractor shall be responsible to maintain an insulation resistance equal to minimum 80% of the initial testing value through the end of the contract warranty period. This requirement is based on AC 150/5340-26C which states that resistance values inevitably decline over the service life of the circuit and that a 10-20 percent decline per year is considered normal. Note that AC 150/5340-26C cancels AC 150/5340-26B; thus refer to the current edition of the maintenance AC for requirements in this project. SS-300-12 For existing circuit insulation resistance requirements, refer to "Existing Circuits" section of Item L-108. The installations shall be tested in operation as a completed unit prior to acceptance. Tests shall include taking megger and voltage readings in accordance with manufacturer's requirements. Testing equipment shall be furnished by the Contractor. The insulation resistance to ground for 600V rated cables shall be not less than 100 Megohms when measured per NETA standards. c. Cable Pulling Tension Values Log: The enclosed"Cable Pulling Tension Values Log"form shall be used for monitoring cable pull tension values in the presence of the Engineer. Refer to Item L-108 for additional requirements. 300-3.14 INSPECTION FEES AND PERMITS. Obtain and pay for all necessary permits and inspection fees required for electrical installation. 300-3.15 WORK SUPERVISION. State of Arkansas: The electrical contractor(whether the general contractor or a subcontractor) shall be a licensed contractor in the state of Arkansas having an electrical classification suitable for performing the work required in these contract documents. The Contractor shall designate in writing the qualified electrical supervisor who shall provide supervision to all electrical work on this project. The minimum qualifications for the electrical supervisor shall be a master electrician as defined by Arkansas Board of Electrical Examiners. The supervisor or his appointed alternate possessing at least a journeyman electrician license shall be on site whenever electrical work is being performed. The qualifications of the electrical supervisor shall be subject to approval of the Owner and the Engineer. All master and journeyman electricians shall be licensed in accordance with Arkansas Code Title 17 Chapter 28 - Electricians. The website located at http://www.arkleg.state.ar.us publishes the text of this statutory requirement. No unlicensed electrical workers shall perform electrical work on this project. Apprentice electricians in a ratio of not more than one apprentice per journeyman electrician will be allowed if the apprentices are licensed and actively participating in an apprenticeship program recognized and approved by the Arkansas Board of Electrical Examiners. Refer to specification section L-108-2.5"Splicer Qualifications"for additional requirements. 300-3.16 TRAINING. The training classes shall be coordinated with the Owner and Engineer in advance of the final acceptance testing. Comprehensive operational and maintenance training materials shall be provided by the equipment manufacturer and the Contractor (see section 2.3 OPERATION AND MAINTENANCE DATA). Schedule the training with the Owner at least 10 days in advance and notify the Engineer. Provide hands-on demonstrations and training of equipment components and functions, including adjusting, operating and maintaining the lighting equipment and systems. Coordinate the training schedule with the Owner in advance, so that the Owner may record the training if desired. Provide minimum 4-hours training for the operational personnel and 4-hours training for the maintenance personnel. SS-300-13 1 METHOD OF MEASUREMENT 300-4.1 The quantity of lockout/tagout and constant current regulator calibration procedures to be paid for shall consist of all lockout/tagout procedure work and all constant current regulator calibration work completed in place, accepted and ready for operation. This item does not include measurement for constant current regulator equipment. BASIS OF PAYMENT 300-5.1 Payment will be made at the contract unit price for each complete item, measured as provided above, and accepted by the Engineer. 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 this item to the satisfaction of the Engineer. Payment will be made under: Item SS-300-5.1 Lockout/Tagout and Constant Current Regulator Calibration Procedures—per Lump Sum MATERIAL REQUIREMENTS Fed.Spec.J-C-30 Cable and Wire, Electrical (Power, Fixed Installation) Fed. Spec.W-C-1094 Conduit and Conduit Fittings; Plastic, Rigid Fed. Spec.W-P-115 Panel, Power Distribution Fed. Std. 595 Colors Underwriters Rigid Metal Conduit Laboratories Standard 6 Underwriters Fittings for Conduit and Outlet Boxes Laboratories Standard 514 Underwriters Laboratories Schedule 40 and 80 Rigid PVC Conduit(for Direct Burial) Laboratories Standard 651 Underwriters Intermediate Metal Conduit Laboratories Standard 1242 CFR 1910 Occupational Safety and Health Regulations CFR 1926 Safety and Health Regulations for Construction ANSI/IEEE C2 National Electrical Safety Code NFPA 70 National Electrical Code(NEC) NFPA 70E Standard for Electrical Safety in the Workplace 1 SS-300-14 NFPA 101 Life Safety Code NFPA 780 Standard for the Installation of Lightning Protection Systems 29 CFR 1910 Occupational Safety and Health Standards (OSHA) 29 CFR 1926 Safety and Health Regulations for Construction FAA ADVISORY CIRCULARS AC 150/5300-13 Airport Design AC 150/5340-18 Standards for Airport Sign Systems AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-3 Specification for L-821 Panels for Control of Airport Lighting AC 150/5345-5 Specifications for Airport Lighting Circuit Selector Switch AC 150/5345-7 Specification for L-824 for Underground Electrical Cable for Airport Lighting Circuits AC 150/5345-10 Specification for Constant Current Regulators and Regulator Monitors AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-28 Standard for Precision Approach Path Indicator(PAPI)Systems AC 150/5345-39 Specification for L-853 Runway and Taxiway Retroreflective Markers AC 150/5345-42 Specification for Airport Light Base and Transformer Housings, Junction Boxes, and Accessories AC 150/5345-44 Specification for Taxiway and Runway Signs AC 150/5345-46 Specification for Runway and Taxiway Light Fixtures AC 150/5345-47 Isolation Transformers for Airport Lighting Systems AC 150/5346-49 Specification L-854, Radio Control Equipment • AC 150/5345-51 Specification for Discharge-Type Flashing Light Equipment AC 150/5345-53 Airport Lighting Equipment Certification Program AC 150/5345-56 Specification for L-890 Airport Lighting Control and Monitoring System (ALCMS) END OF ITEM SS-300 SS-300-15 CONSTANT CURRENT REGULATOR CALIBRATION REPORT Standard Requirements: FAA AC 150/5340-26(latest edition) Maintenance of Airport Visual Aid Facilities Owner/Sponsor: Engineer:Garver, LLC Airport: Contractor: Project Title: Garver Project Number: Vault ID/Location: Date: Weather/ Site Conditions: Last Two Weeks of Rain: inches Constant Current Regulator#: Serves: Completed Comments 1. check all control equipment for proper operation. 0 2. Perform short-circuit test. Record results and 0 recalibrate if necessary. 3. Perform open-circuit test on regulators with open 0 circuit protection. Open circuit protective device should de-energize the regulator. Record results. 4. Check and record regulator input voltage and current. 0 Input Voltage: Input Current: 5. Check and record regulator output load. 0 (ONLY if regulator has monitoring package) Volt-Amperes: 6. Check and record output current on each brightness 0 step. If output current is outside of the allowable range, adjust the regulator's on-board potentiometer to re-calibrate the output current within the allowable range. Re-record the new output current on this form. 3-Step CCR 5-Step CCR B10: B30: 8100: 1: 2: 3: 4: 5: Nominal: 4.8A 5.5A 6.6A 2.8A 3.4A 4.1A 5.2A 6.6A Tested By: (Signature and Date) Test Equipment: (Manufacturer and Model No.) Engineer Witness: (Signature and Date) Owner/Sponsor Witness: (Signature and Date) SS-300-17 INSULATION RESISTANCE TEST REPORT Owner/Sponsor: Engineer:Garver, LLC Airport: Contractor: Project Title: Garver Project Number: Vault ID/Location: Date Initial!Final Tests: Weather/ Site Conditions(Initial Test): Last Two Weeks of Rain: inches Weather/ Site Conditions(Final Test): Last Two Weeks of Rain: inches Initial Test Results Final Test Results Circuit Designation Regulator Megger Reading Before Regulator Megger Reading After and Color Code Size(kW) Field Work(Megohms) Size(kW) Field Work(Megohms) 1 2 3 4 5 6 Tested By: Test Equipment: Engineer Witness: Owner/Sponsor Witness: Provide signature/date and manufacturer/model no. as required in the fields above. Initial Test Record—Owner Disposition Owner/Sponsor: (Signature and Date) Check one only: 0 Proceed with Installation 0 Hold SS-300-19 CABLE PULLING TENSION VALUES LOG Owner t Sponsor: Engineer: Garver, LLC Airport: Contractor: Project Title: Garver Project Number: Date: Weather/Site Conditions: Dynamometer Cable I Wire Manufacturer/Model#: Manufacturer: Wire/Cable Length of Maximum Measured From/To Locations Size pull Pull Method Value Value I I i I I I I i I I i I 1 I I I I I I I { I I I { I I I I { I { I t 1 t I I I 1 I 1 I I I I 1 I I { I I I I I I i I { I 1 I I i 1 1 I I t I I I I { { 1 I I 1 1 I I 1 { I I I I I t i { { I I I { { 1 1 I i I I i { 1 1 1 I I I I { I { I I I t i i I f I { { { I I { { { I I 1 I t I I i i i f I { I I I I { 1 1 I { I I { t i f f I I { { 1 I I 1 I i I I { I 1 I Tested By: Engineer Witness: Provide signature/date in the fields above. Page of SS-300-21 ITEM SS-301 ELECTRICAL DEMOLITION WORK DESCRIPTION 301-1.1 This item shall consist of the removal and satisfactory disposal of existing runway and taxiway edge lights, in-pavement lights, guidance signs, markers, manholes, handholes, junction structures, racks, pads, equipment, poles, towers, shelters, and other incidentals, all of which are not designated or permitted to remain, in accordance with this specification, the referenced specifications and drawings, and applicable advisory circulars. This work shall include the removal of indicated equipment, materials, and incidentals necessary for a complete item removal, including all restoration work, as a completed unit to the satisfaction of the Engineer. 301-1.2 Additional details pertaining to the lighting system covered in this item are contained in the advisory circular,AC 150/5340-30, Design and Installation Details for Airport Visual Aids. 301-1.3 The Contractor shall maintain current copies of all referenced and applicable advisory circulars on the job site. The Contractor is responsible to make known to the Engineer any conflict between plans and specifications that he observes or of which he is made aware. MATERIALS 301-2.1 All backfill and repair materials used in electrical demolition, repair and restoration work shall comply with the referenced specifications and be approved by the Engineer. Airport lighting equipment and materials shall meet the requirements outlined in Item SS-300. CONSTRUCTION METHODS 301-3.1 GENERAL. No demolition shall be started until the removal and/or relocation work has been laid out and approved by the Engineer. All material shall be disposed of off-site. All hauling and disposal will be considered a necessary and incidental part of the work. Hauling cost shall be considered by the Contractor and included in the contract unit price for the pay of items of work involved. No payment will be made separately or directly for hauling on any part of the work. The Contractor shall remove all existing underground cable, which is unused or rendered unusable by this project, when such is exposed or made accessible during the course of this work. All such wiring removed shall become property of the Contractor and shall be immediately removed from the project. Wiring in conduit shall be removed as indicated or if new wiring is shown to be installed in its place. Existing wiring shall not be reused or reinstalled. Wiring not exposed shall be abandoned in place, if a reasonable effort will not remove it. No measurement or payment will be made for this cable removal work. Damage to turf or other systems will not be permitted in order to salvage or retrieve existing cable. Any damage to electrical equipment, systems, structures, conduits, cables, and accessories or other utilities, designated to remain in place, shall be repaired or replaced expeditiously at no additional cost to the Owner and to the satisfaction of the Owner and Engineer. Holes, ditches, or other abrupt changes in elevation caused by the removal operations that could obstruct drainage or be considered hazardous or unsightly shall be backfilled, compacted, and left in a workmanlike condition. SS-301-1 Trenches or voids resulting from the removal or demolition of existing electrical equipment or other structures shall be filled with approved material placed in layers in accordance with Item P-152. 301-3.2 REMOVAL AND/OR RELOCATION OF LIGHT FIXTURES AND EQUIPMENT. Light fixtures and other equipment which are to be removed shall be carefully disconnected from the existing electrical system. All concrete bases and concrete anchors shall remain in place. The removed lights, light base plates, light base plate bolts, isolation transformers, and wiring harnesses shall then be given to the Owner, or properly disposed of if so directed by the Owner. Guidance signs and equipment which are to remain in place shall be reconnected to the new series circuit with new lamps, base plates, base plate bolts, new transformers, and all other new required accessories as indicated in the plans. 301-3.3 REMOVAL OF EXISTING EQUIPMENT. The Contractor shall carefully remove all salvageable equipment as indicated in the plans. Any equipment that is damaged during the removal and/or relocation operation shall be subject to a reduction in payment for removal and/or relocation of the equipment. All equipment that is removed during this project shall be transported to a site on the Airfield or removed from the Airfield and properly disposed of as directed by the Owner and the Engineer. METHOD OF MEASUREMENT 301-4.1 The quantity of existing lights, removed,to be measured under this item shall be the number of each complete unit removed,and accepted by the Engineer. 301-4.2 The quantity of existing cable removed, to be paid for under this item, shall be the linear foot of conduit or duct bank cleared of necessary cable and/or debris back to the existing electrical vault. BASIS OF PAYMENT 301-5.1 Payment will be made at the contract unit price for each complete item, measured as provided above, and accepted by the Engineer. 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 this item to the satisfaction of the Engineer. Payment will be made under: Item SS-301-5.1 Existing L-861T Taxiway Edge Light, Removed with Base to Remain—per Each Item SS-301-5.2 Existing Conduit or Duct Bank Cleared of Cable—per Linear Foot END OF ITEM SS-301 SS-301-2 ITEM SS-310 AIRPORT LIGHTING SYSTEMS DESCRIPTION 310-1.1 This item shall consist of furnishing and installing airport runway and taxiway edge lighting systems, retroreflective markers, guidance signs, runway centerline and touchdown zone lighting systems, other taxiway lighting systems, and other approach lighting aid systems, in accordance with this specification, the referenced specifications and drawings, and applicable advisory circulars. The system shall be installed at the locations and in accordance with the dimensions,design and details shown on the plans. This work shall include the furnishing of all equipment, materials, services and incidentals necessary to place it in operating condition as a completed unit to the satisfaction of the Engineer. 310-1.2 Additional details pertaining to the lighting system covered in this item are contained in the advisory circular,AC 150/5340-30, Design and Installation Details for Airport Visual Aids. 310-1.3 The Contractor shall maintain current copies of all referenced and applicable advisory circulars on the job site. The Contractor is responsible to make known to the Engineer any conflict between plans and specifications that he observes or of which he is made aware. EQUIPMENT AND MATERIALS 310-2.1 GENERAL. a. Airport lighting equipment and materials shall meet the requirements outlined in Item SS-300. 310-2.2 LIGHT FIXTURES. Airfield lights shall be supplied with all features and accessories including isolation transformers, light base plates, light base plate bolts, safety ground rods, concrete pads and incidentals required for a complete installation as defined in these Specifications and as shown on the plans. a. Medium Intensity Taxiway Lights(MITL): (1) Taxiway edge elevated lights shall be L-861T(L), LED lamp, omnidirectional blue lens. 310-2.3 LAMPS. Lamps for elevated edge lights shall be LED type as specified. 310-2.4 SPARE EQUIPMENT. Provide 10 percent spare lamps of each type installed for signs, minimum quantity of 6 required. Spare lamps shall not be measured for separate payment but shall be considered subsidiary to the guidance sign pay item. Provide 5 percent spare fixtures of each type installed for lights. Spare fixtures shall not be measured for separate payment but shall be considered subsidiary to the respective light fixture pay item. A spare elevated taxiway LED fixture unit shall be one complete, ready-to-install fixture, including the coupling, column, head housing assembly, cordset, LED power supply assembly, LED assembly, and lens assembly. The spare lamps and spare parts shall be delivered and stored as directed by the Owner, with transmittal receipt signed by Owner's representative. A signed copy shall be forwarded to the Engineer with an additional signed copy placed in the O&M manuals. 310-2.5 GUIDANCE SIGNS. Guidance signs shall be reconnected to their respective new taxiway series circuit. Provide existing signs with new base plate(s), new base plate bolts, L-830 isolation transformer, and SS-310-1 new lamp(s). Coordinate with existing sign manufacturer for specific lamp and transformer requirements. 310-2.6 ISOLATION TRANSFORMERS. New isolation transformers shall be Type L-830 and have a wattage rating suitable for the wattage of the fixture and sign lamps. The transformer shall be listed in FAA Circular AC 150/5345-47. Provide 5 percent spare isolation transformers of each type installed for lights and signs, minimum quantity of 6 required. Spare transformers shall not be measured for separate payment but shall be considered subsidiary to the respective light fixture or sign pay items. CONSTRUCTION METHODS 310-3.1 GENERAL. The installation and testing details for the lighting system shall be as specified in the applicable advisory circulars. 310-3.2 PLACING LIGHTS. All equipment shall be installed at locations indicated in the plans. Fixture height shall be as indicated on the Drawings. 310-3.3 Utilize a bubble level device to level all light fixtures in the horizontal light plane during the day, and then check at night to ensure uniformity in light output. Light fixtures shall be installed on existing bases as shown in the plans. 310-3.4 TRANSFORMER INSTALLATION. The transformer for base mounted fixtures shall be placed inside the base. The primary cable connections shall be made with L-823 connectors as described in Item L-108 and have 3 feet of slack cable. The secondary leads connected to the lamp leads by means of a disconnecting plug and receptacle provided with the unit, and this joint shall not be taped. The secondary joint shall be fastened with a holding ring provided for this purpose. Any damage to existing guidance sign secondary leads during taxiway series circuit cable and transformer removal shall be replaced by the Contractor at no cost to the owner. 310-3.5 UNIT ASSEMBLY. All electrical equipment, including edge lights, guidance signs and other visual aid units shall be assembled in accordance with the manufacturer's installation procedures. Anti-seize compound shall be used on all screws, nuts, and threads, including frangible coupling threads. If coated bolts are used (ceramic metallic/fluoropolymer coating),then do not apply anti-seize compound. Coordinate recommended torque values with the light fixture manufacturer, light base can manufacturer, stainless steel bolts and hardware used, and exact anti-seize compound used, in order to prevent light base thread damage. Utilize a dial-type torque wrench for accuracy and to prevent over-tightening bolts. Never use impact wrenches/drills when removing or installing bolts. 310-3.6 IDENTIFICATION NUMBERS. An identifying number shall be assigned to each light and sign in accordance with the plans or as approved by the Engineer and Owner. This number shall be imprinted with reflective black with 1/2" letters on a non-corrosive metal disc 2" minimum diameter and attached to the pavement side of the fixture with a metal screw. 310-3.7 TEMPORARY AIRFIELD LIGHTING. Refer to the Airfield Lighting Phasing Plans and Details for additional requirements. Existing lighting circuits shall remain operational by use of temporary circuits. New lighting circuits shall also be connected and remain operational by use of temporary circuits. This item shall include all work to maintain the existing and new lighting circuits during construction and allow all taxiways and runways in operation to remain lighted, including that portion through the construction area, as indicated in the Phasing Plans and as directed by the Engineer. 310-3.8 TESTING. The installation shall be tested in operation as a completed unit prior to acceptance. Tests shall include taking megger and voltage readings as outlined in Item SS-300 and Item L-108. Testing equipment shall be furnished by the Contractor. Refer to Item L-108 for additional test requirements. SS-310-2 Tests shall be conducted in the presence of the Engineer and shall be to his/her satisfaction. All installations shall be fully tested by continuous operation for not less than 24 hours as completed systems prior to acceptance. These tests shall include the functioning of each control not less than 10 times. Equipment and materials covered by FAA Advisory Circulars are referred to by item numbers and approved equipment is listed within the AC 150/5345-53 Airport Lighting Equipment Certification Program's monthly Addendum, which contains a complete and updated listing of the certified equipment and manufacturers, and is listed in the FAA Buy American Preference equipment list, which is also updated monthly. The Contractor shall provide and install new certified equipment that works reliably and efficiently with the existing equipment to remain in service. The Contractor shall provide any additional accessories and/or appurtenances required to provide fully functional electrical systems to the satisfaction of the Owner and Engineer, at no additional cost to the Owner. The Contractor shall ascertain that all lighting system components furnished (including FAA certified and approved equipment) are compatible in all respects with each other and the remainder of the new and existing systems. Any non-compatible components furnished by the Contractor shall be replaced at no additional cost to the Owner with a similar unit that is approved by the Engineer and compatible with the remainder of the airport lighting system. METHOD OF MEASUREMENT 310-4.1 The quantity of lights of each type to be measured for under this item shall be the number of each installed on existing base, complete with new isolation transformers, gaskets, couplings, specified height columns, cables, connectors, bolts/hardware, and all other required appurtenances, as completed units in place, ready for operation, and accepted by the Engineer. See section on Spare Equipment for information on spare fixture requirements. 310-4.2 The quantity of existing guidance signs of each type to be measured for under this item shall be the number of each existing guidance sign reconnected to new taxiway series circuit, complete with isolation transformers, lamps, cables, connectors, and all other required appurtenances, as completed units in place, ready for operation, and accepted by the Engineer. See section on Spare Equipment for information on spare sign component requirements. 310-4.3 Temporary airfield lighting shall be measured as a lump sum complete item, including all work completed in place and ready for operation, and including the installation, protection, and removal of all temporary cables, conduits, lighting, grounding, marking, and associated items and appurtenances, as indicated in the Drawings and as directed by the Engineer. BASIS OF PAYMENT 310-5.1 Payment will be made at the contract unit price for each complete item, measured as provided above, and accepted by the Engineer. 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 this item to the satisfaction of the Engineer. Payment will be made under: Item SS-310-5.1 Existing Guidance Sign, Reconnected with New Isolation Transformer, Lamps, and Primary Connector Kit--per Each Item SS-310-5.2 L-861T(L)LED Base Mounted Taxiway Edge Light, Installed on Existing Base--per Each SS-310-3 1 s Item SS-310-5.3 Temporary Airfield Lighting-- per Lump Sum END OF ITEM SS-310 SS-310-4 AC 150/5370-10G 7/2112014 ITEM P-152 EXCAVATION, SUBGRADE, AND EMBANKMENT DESCRIPTION 152-1.1 This item covers excavation, disposal, placement, and compaction of all materials within the limits of the work required to construct safety areas, runways, taxiways, aprons, and intermediate areas as well as other areas for drainage, building construction, parking, or other purposes in accordance with these specifications and in conformity to the dimensions and typical sections shown on the plans. 152-1.2 CLASSIFICATION.All material excavated shall be classified as defined below: a. Unclassified Excavation. Unclassified excavation shall consist of the excavation and disposal of all material, regardless of its nature which is not otherwise classified and-paid-for under one of the following items. 152-1.3 Unsuitable Excavation.Any material containing vegetable or organic matter,such as muck, peat, organic silt, or sod shall be considered unsuitable for use in embankment construction. Material, suitable for topsoil may be used on the embankment slope when approved by the Engineer. CONSTRUCTION METHODS 152-2.1 General. _ . . ... .. - - - - - - - -- -- - - - • . . . The suitability of material to be placed in embankments shall be subject to approval by the Engineer. All unsuitable material shall be disposed of in waste areas shown on the plans.All waste areas shall be graded to allow positive drainage of the area and of adjacent areas. The surface elevation of waste areas shall not extend above the surface elevation of adjacent usable areas of the airport, unless specified on the plans or approved by the Engineer. When the Contractor's excavating operations encounter artifacts of historical or archaeological significance, the operations shall be temporarily discontinued and the Engineer notified per subsection 70-20 of the General Provisions.At the direction of the Engineer,the Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for their removal. Such excavation will be paid for as extra work. P-152-1 AC 150/5370-10G 7/21/2014 Those areas outside of the limits of the pavement areas where the top layer of soil material has become compacted by hauling or other Contractor activities shall be scarified and disked to a depth of 4 inches, to loosen and pulverize the soil. If it is necessary to interrupt existing surface drainage, sewers or under-drainage, conduits, utilities, or similar underground structures, the Contractor shall be responsible for and shall take all necessary precautions to preserve them or provide temporary services. When such facilities are encountered, the Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The Contractor, at his or her expense, shall satisfactorily repair or pay the cost of all damage to such facilities or structures that may result from any of the Contractor's operations during the period of the contract. 152-2.2 EXCAVATION. No excavation shall be started until the work has been staked out by the Contractor and the Engineer has obtained from the Contractor the survey notes of the elevations and measurements of the ground surface. All areas to be excavated shall be stripped of vegetation and topsoil. Topsoil shall be stockpiled for future use in areas designated on the plans or by the Engineer. All suitable excavated material shall be used in the formation of embankment, subgrade, or other purposes shown on the plans. All unsuitable material shall be disposed of as described in paragraph 152-1.3. When the volume of the excavation exceeds that required to construct the embankments to the grades indicated, the excess shall be used to grade the areas of ultimate development or disposed as directed by the Engineer. When the volume of excavation is not sufficient for constructing the embankments to the grades indicated, the deficiency shall be obtained from borrow areas. The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary drains and drainage ditches shall be installed to intercept or divert surface water that may affect the work. a.Selective Grading.When the quality of material varies significantly_: _ ' _ _ __ _ _. _ the-plans, the more suitable material designated by the Engineer shall be used in constructing the embankment or in capping the pavement subgrade. If, at the time of excavation, it is not possible to place this material in its final location, it shall be stockpiled in approved areas. -_ -- ' __• __ ___ __ _ . •• __ _: _ -_ _- =- _._. Selective grading will not be measured for separate payment. b.Undercutting. Rock,shale,hardpan,loose rock, boulders,or other material unsatisfactory for safety areas, subgrades, roads, shoulders, or any areas intended for turf shall be excavated to a minimum depth of 12 inches below the subgrade or to the depth specified by the Engineer. Muck, peat, matted roots, or other yielding material, unsatisfactory for subgrade foundation, shall be removed to the depth specified. Unsuitable materials shall be disposed of as directed in paragraph 152-1.3. This excavated material shall not be paid for separately. :- -_ _ _ _ _ __ -_ _ • _ '-_ __ -__•- _ _ - _. The excavated area shall be backfilled with suitable material obtained from the grading operations or borrow areas and compacted to specified densities. The necessary backfill will constitute a necessary part of Unsuitable Excavation . Where rock cuts are made, backfill with select material. Any pockets created in the rock surface shall be drained as directed by the Engineer'- _ ___ __ __ - .. __ _' _ c.Overbreak. Overbreak,including slides, is that portion of any material displaced or loosened beyond the finished work as planned or authorized by the Engineer. All overbreak shall be graded or removed by the Contractor and disposed of as directed by the Engineer. The Engineer shall determine if the displacement of such material was unavoidable and his or her decision shall be final. Payment will not be made for the removal and disposal of overbreak that the Engineer determines as avoidable. Unavoidable overbreak will be classified as"Unclassified Excavation." d. Removal of Utilities. The removal of some existing structures and utilities required to permit the orderly progress of work may will be accomplished by someone other than the Contractor;for example,the utility unless otherwise shown on the plans.All existing foundations shall be excavated at least 2 feet below P-152-2 AC 150/5370-10G 7/21/2014 the top of subgrade or as indicated on the plans, and the material disposed of as directed by the Engineer. All foundations thus excavated shall be backfilled with suitable material and compacted as specified. All work associated with the excavation, removal, backfill, disposal, and/or stockpiling of existing structures and culverts will not be measured for separate payment. e. Compaction Requirements. The subgrade under areas to be paved shall be compacted to a depth of 6 inches and to a density of not less than 95 percent of the maximum density as determined by ASTM D1557. The material to be compacted shall be within +/- 2 percent of optimum moisture content before rolled to obtain the prescribed compaction (except for expansive soils). The in-place field density shall be determined in accordance with ASTM D6938 using Procedure A, the direct transmission method, and ASTM D6938 shall be used to determine the moisture content of the material.The machine shall be calibrated in accordance with ASTM D6938.Stones or rock fragments larger than 4 inches in their greatest dimension will not be permitted in the top 6 inches of the subgrade. The finished grading operations, conforming to the typical cross-section, shall be completed and maintained at least 1,000 feet ahead of the paving operations or as directed by the Engineer. All loose or protruding rocks on the back slopes of cuts shall be pried loose or otherwise removed to the slope finished grade line. All cut-and-fill slopes shall be uniformly dressed to the slope, cross-section, and alignment shown on the plans or as directed by the Engineer. Blasting shall not be allowed. e. Proof Rolling.After compaction is completed, the subgrade area shall be proof rolled with a 20 ton Tandem axle Dual Wheel Dump Truck loaded to the legal limit with tires inflated to 80 psi in the presence of the Engineer. Apply a minimum of 1 coverage, or as specified by the Engineer, to all paved areas. A coverage is defined as the application of one tire print over the designated area. Soft areas of subgrade that deflect more than 1 inch or show permanent deformation greater than 1 inch shall be removed and replaced with suitable material or reworked to conform to the moisture content and compaction requirements in accordance with these specifications. 152-2.3 BORROW EXCAVATION. •_- - __ • -.^ _' __ __- - _ __ _ _ _ _ . When borrow sources are outside the boundaries of the airport property, it shall be the Contractor's responsibility to locate and obtain the borrow sources, subject to the approval of the Engineer. The Contractor shall notify the Engineer at least 15 days prior to beginning the excavation so necessary measurements and tests can be made. All borrow pits shall be opened up to expose the various strata of acceptable material to allow obtaining a uniform product. All unsuitable material shall be disposed of by the Contractor. Borrow pits shall be excavated to regular lines to permit accurate measurements,and they shall be drained and left in a neat, presentable condition with all slopes dressed uniformly. 152-2.4 DRAINAGE EXCAVATION. : _ __ - _- _ •_ __ ' -_ - _ _ -••-*" _ - 152-2.5 PREPARATION OF EMBANKMENT AREA. Where an embankment is to be constructed to a height of 4 feet or less, all sod and vegetative matter shall be removed from the surface upon which the P-152-3 AC 15015370-10G 7/21/2014 ' embankment is to be placed. The cleared surface shall be broken up by plowing or scarifying to a minimum depth of 6 inches and shall then be compacted as indicated in paragraph 152-2.6. When the height of fill is greater than 4 feet,sod not required to be removed shall be thoroughly disked and recompacted to the density of the surrounding ground before construction of embankment. Sloped surfaces steeper than one (1) vertical to four(4) horizontal shall be plowed, stepped, benched, or broken up so that the fill material will bond with the existing material.When the subgrade is part fill and part excavation or natural ground, the excavated or natural ground portion shall be scarified to a depth of 12 inches and compacted as specified for the adjacent fill. No direct payment shall be made for the work performed under this section. The necessary clearing and grubbing and the quantity of excavation removed will be paid for under the respective items of work. 152-2.6 FORMATION OF EMBANKMENTS. Embankments shall be formed in successive horizontal layers of not more than 8 inches in loose depth for the full width of the cross-section, unless otherwise approved by the Engineer. The layers shall be placed, to produce a soil structure as shown on the typical cross-section or as directed by the Engineer. Materials such as brush, hedge, roots, stumps, grass and other organic matter, shall not be incorporated or buried in the embankment. Earthwork operations shall be suspended at any time when satisfactory results cannot be obtained because of rain,freezing, or other unsatisfactory weather conditions in the field. Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen material. Material shall not be placed on surfaces that are muddy, frozen, or contain frost. The Contractor shall drag, blade, or slope the embankment to provide surface drainage at all times. The material in each layer shall be within ±2% of optimum moisture content before rolling to obtain the prescribed compaction. To achieve a uniform moisture content throughout the layer, the material shall be moistened or aerated as necessary. Samples of all embankment materials for testing, both before and after placement and compaction, will be taken as necessary as determined by the Engineer. for each [ ]. Based on these tests, the Contractor shall make the necessary corrections and adjustments in methods, materials or moisture content to achieve the specified embankment density. Rolling operations shall be continued until the embankment is compacted to not less than 95%of maximum density for noncohesive soils, and 90% of maximum density for cohesive soils as determined by ASTM D1557. Under all areas to be paved,the embankments shall be compacted to a depth of 6 inches and to a density of not less than 95 percent of the maximum density as determined by ASTM D1557. On all areas outside of the pavement areas, no compaction will be required on the top 4 inches. The in-place field density shall be determined in accordance with ASTM 6938 using Procedure A,the direct transmission method, and ASTM D6938 shall be used to determine the moisture content of the material. The machine shall be calibrated in accordance with ASTM D6938.The Contractor's laboratory shall perform all density tests in the Engineer's presence and provide the test results upon completion to the Engineer for acceptance. Compaction areas shall be kept separate, and no layer shall be covered by another layer until the proper density is obtained. During construction of the embankment, the Contractor shall route all construction equipment evenly over the entire width of the embankment as each layer is placed. Layer placement shall begin in the deepest portion of the embankment fill. As placement progresses, the layers shall be constructed approximately parallel to the finished pavement grade line. P-152-4 1 AC 150/5370-10G 7/21/2014 When rock and other embankment material are excavated at approximately the same time, the rock shall be incorporated into the outer portion of the embankment and the other material shall be incorporated under the future paved areas. Stones or fragmentary rock larger than 4 inches in their greatest dimensions will not be allowed in the top 6 inches of the subgrade. Rockfill shall be brought up in layers as specified or as directed by the Engineer and the finer material shall be used to fill the voids with forming a dense, compact mass. Rock or boulders shall not be disposed of outside the excavation or embankment areas, except at places and in the manner designated on the plans or by the Engineer. When the excavated material consists predominantly of rock fragments of such size that the material cannot be placed in layers of the prescribed thickness without crushing, pulverizing or further breaking down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2 feet in thickness. Each layer shall be leveled and smoothed with suitable equipment by distribution of spalls and finer fragments of rock. The layer shall not be constructed above an elevation 4 feet below the finished subgrade. There will be no separate measurement of payment for compacted embankment. All costs incidental to placing in layers, compacting, discing, watering, mixing, sloping, and other operations necessary for construction of embankments will be included in the contract price for excavation, borrow, or other items. 152-2.7 FINISHING AND PROTECTION OF SUBGRADE. After the subgrade is substantially complete, the Contractor shall remove any soft or other unstable material over the full width of the subgrade that will not compact properly. All low areas, holes or depressions in the subgrade shall be brought to grade with suitable select material. Scarifying, blading, rolling and other methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines and grades shown on the plans. Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall protect the subgrade from damage and limit hauling over the finished subgrade to only traffic essential for construction purposes. All ruts or rough places that develop in the completed subgrade shall be graded and recompacted. No subbase,base,or surface course shall be placed on the subgrade until the subgrade has been approved by the Engineer. 152-2.8 HAUL.All hauling will be considered a necessary and incidental part of the work. The Contractor shall include the cost in the contract unit price for the pay of items of work involved. No payment will be made separately or directly for hauling on any part of the work. 152-2.9 TOLERANCES. In those areas upon which a subbase or base course is to be placed, the top of the subgrade shall be of such smoothness that, when tested with a 12-foot straightedge applied parallel and at right angles to the centerline, it shall not show any deviation in excess of 1/2 inch, or shall not be more than 0.05 feet from true grade as established by grade hubs.Any deviation in excess of these amounts shall be corrected by loosening, adding,or removing materials; reshaping; and recompacting. On safety areas, intermediate and other designated areas, the surface shall be of such smoothness that it will not vary more than 0.10 feet from true grade as established by grade hubs. Any deviation in excess of this amount shall be corrected by loosening, adding or removing materials, and reshaping. 152-2.10 TOPSOIL. When topsoil is specified or required as shown on the plans or under Item T-905, it shall be salvaged from stripping or other grading operations. The topsoil shall meet the requirements of Item T-905. If, at the time of excavation or stripping, the topsoil cannot be placed in its final section of finished construction, the material shall be stockpiled at approved locations. Stockpiles shall not be placed within the active runway object free area, active runway object free zone, or active taxiway object free area - - _ - - • - -- - _- and shall not be placed on areas that P-152-5 • AC 150/5370-10G 7/21/2014 ' subsequently will require any excavation or embankment fill. If,in the judgment of the Engineer,itis practical to place the salvaged topsoil at the time of excavation or stripping, the material shall be placed in its final position without stockpiling or further rehandling. Upon completion of grading operations, stockpiled topsoil shall be handled and placed as directed, or as required in Item T-905. No direct payment will be made for topsoil under Item P-152. The quantity removed and placed directly or stockpiled shall be paid for at the contract unit price per cubic yard for"Unclassified Excavation." When stockpiling of topsoil and later rehandling of such material is directed by the Engineer, the material so rehandled shall be paid for at the contract unit price per cubic yard for"topsoiling," as provided in Item 'T-905. METHOD OF MEASUREMENT 152-3.1 Excavation and embankment items are subsidiary to other contract items. [The-quantity-of BASIS OF PAYMENT P-152-6 AC 15015370-10G 7/21/2014 Excavation and embankment items will not be paid for directly. TESTING REQUIREMENTS ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort(12,400 ft-lbf/ft3) ASTM D1556 Standard Test Method for Density and Unit Weight of Soil in Place by the Sand- Cone Method ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort(56,000 ft-Ibf/ft3) ASTM 02167 Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method ASTM D6938 Standard Test Methods for In-Place Density and Water Content of Soil and Soil- Aggregate by Nuclear Methods(Shallow Depth) END OF ITEM P-152 P-152-7 AC 150/5370-10G 7/21/2014 Page Intentionally Left Blank P-152-8 AC 150/5370-10G 7/21/2014 ITEM T-901 SEEDING DESCRIPTION 901-1.1 This item shall consist of soil preparation, seeding, and fertilizing the areas shown on the plans or as directed by the Engineer in accordance with these specifications. MATERIALS 901-2.1 SEED The species and application rates of grass, legume, and cover-crop seed furnished shall be those stipulated herein. Seed shall conform to the requirements of Federal Specification JJJ-S-181, Federal Specification, Seeds,Agricultural. Seed shall be furnished separately or in mixtures in standard containers labeled in conformance with the Agricultural Marketing Service (AMS) Seed Act and applicable state seed laws 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 six (6) months of date of delivery. This statement shall include: name and address of laboratory, date of test, lot number for 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. Wet, moldy, or otherwise damaged seed will be rejected. Seeds shall be applied as fellews4 specified in the Standard Specifications, Section 620—Seeding. Minimum Rate-of Seed Purity-{Percent} Gemination Application {Percent} macre (or-lb/I,000 ---- . - - -- -- - ••:e. -- •- - -- -- .-• — . . — • - --• ft, ••- 901-2.3 FERTILIZER. Fertilizer shall be standard commercial fertilizers supplied separately or in mixtures containing the percentages of total nitrogen, available phosphoric acid, and water-soluble potash. They shall be applied at the rate and to the depth specified, and shall meet the requirements of applicable state laws. They shall be furnished in standard containers with name, weight, and guaranteed analysis of contents clearly marked thereon. No cyanamide compounds or hydrated lime shall be permitted in mixed fertilizers. The fertilizers may be supplied in one of the following forms: T-901-1 AC 150/5370-10G 7/21/2014 a. A dry, free-flowing fertilizer suitable for application by a common fertilizer spreader; b. A finely-ground fertilizer soluble in water, suitable for application by power sprayers; or c. A granular or pellet form suitable for application by blower equipment. Fertilizers shall be 10-20-10 commercial fertilizer and shall be spread at the rate of 800 lbs/acre. 901-2.4 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired shall be at least of equal quality to that which exists in areas adjacent to the area to be repaired. The soil shall be relatively free from large stones, roots, stumps, or other materials that will interfere with subsequent sowing of seed, compacting, and establishing turf, and shall be approved by the Engineer before being placed. CONSTRUCTION METHODS 901-3.1 ADVANCE PREPARATION AND CLEANUP. After grading of areas has been completed and before applying fertilizer and ground limestone, areas to be seeded shall be raked or otherwise cleared of stones larger than 2 inches in any diameter, sticks, stumps, and other debris that might interfere with sowing of seed, growth of grasses, or subsequent maintenance of grass-covered areas. If any damage by erosion or other causes has occurred after the completion of grading and before beginning the application of fertilizer and ground limestone, the Contractor shall repair such damage include filling gullies, smoothing irregularities, and repairing other incidental damage. An area to be seeded shall be considered a satisfactory seedbed without additional treatment if it has recently been thoroughly loosened and worked to a depth of not less than 5 inches as a result of grading operations and, if immediately prior to seeding, the top 3 inches of soil is loose, friable, reasonably free from large clods, rocks, large roots, or other undesirable matter, and if shaped to the required grade. When the area to be seeded is sparsely sodded, weedy, barren and unworked, or packed and hard, any grass and weeds shall first be cut or otherwise satisfactorily disposed of, and the soil then scarified or otherwise loosened to a depth not less than 5 inches. Clods shall be broken and the top 3 inches of soil shall be worked into a satisfactory seedbed by discing, or by use of cultipackers, rollers, drags, harrows, or other appropriate means. 901-3.2 DRY APPLICATION METHOD. a. Liming. Lime shall be applied separately and prior to the application of any fertilizer or seed and only on seedbeds that have previously been prepared as described above. The lime shall then be worked into the top 3 inches of soil after which the seedbed shall again be properly graded and dressed to a smooth finish. b. Fertilizing. Following advance preparations and cleanup fertilizer shall be uniformly spread at the rate that will provide not less than the minimum quantity stated in paragraph 901-2.3. c. Seeding. Grass seed shall be sown at the rate specified in paragraph 901-2.1 immediately after fertilizing. The fertilizer and seed shall be raked within the depth range stated in the special provisions. Seeds of legumes, either alone or in mixtures, shall be inoculated before mixing or sowing, in accordance with the instructions of the manufacturer of the inoculant. When seeding is required at other than the seasons shown on the plans or in the special provisions, a cover crop shall be sown by the same methods required for grass and legume seeding. d. Rolling. After the seed has been properly covered, the seedbed shall be immediately compacted by means of an approved lawn roller, weighing 40 to 65 pounds per foot of width for clay soil (or any soil having a tendency to pack), and weighing 150 to 200 pounds per foot of width for sandy or light soils. T-901-2 AC 150/5370-10G 7/21/2014 901-3.3 WET APPLICATION METHOD. a. General. The Contractor may elect to apply seed and fertilizer (and lime, if required) by spraying them on the previously prepared seedbed in the form of an aqueous mixture and by using the methods and equipment described herein. The rates of application shall be as specified in the special provisions. b. Spraying Equipment. The spraying equipment shall have a container or water tank equipped with a liquid level gauge calibrated to read in increments not larger than 50 gallons over the entire range of the tank capacity, mounted so as to be visible to the nozzle operator. The container or tank shall also be equipped with a mechanical power-driven agitator capable of keeping all the solids in the mixture in complete suspension at all times until used. The unit shall also be equipped with a pressure pump capable of delivering 100 gallons per minute at a pressure of 100 lb / sq inches. The pump shall be mounted in a line that will recirculate the mixture through the tank whenever it is not being sprayed from the nozzle. All pump passages and pipe lines shall be capable of providing clearance for 5/8 inch solids, The power unit for the pump and agitator shall have controls mounted so as to be accessible to the nozzle operator. There shall be an indicating pressure gauge connected and mounted immediately at the back of the nozzle. The nozzle pipe shall be mounted on an elevated supporting stand in such a manner that it can be rotated through 360 degrees horizontally and inclined vertically from at least 20 degrees below to at least 60 degrees above the horizontal. There shall be a quick-acting, three-way control valve connecting the recirculating line to the nozzle pipe and mounted so that the nozzle operator can control and regulate the amount of flow of mixture delivered to the nozzle. At least three different types of nozzles shall be supplied so that mixtures may be properly sprayed over distance varying from 20 to 100 feet. One shall be a close-range ribbon nozzle, one a medium-range ribbon nozzle, and one a long-range jet nozzle. For case of removal and cleaning, all nozzles shall be connected to the nozzle pipe by means of quick- release couplings. In order to reach areas inaccessible to the regular equipment, an extension hose at least 50 feet in length shall be provided to which the nozzles may be connected. c. Mixtures. Lime, if required, shall be applied separately, in the quantity specified, prior to the fertilizing and seeding operations. Not more than 220 pounds of lime shall be added to and mixed with each 100 gallons of water. Seed and fertilizer shall be mixed together in the relative proportions specified, but not more than a total of 220 pounds of these combined solids shall be added to and mixed with each 100 gallons of water. All water used shall be obtained from fresh water sources and shall be free from injurious chemicals and other toxic substances harmful to plant life. Brackish water shall not be used at any time. The Contractor shall identify to the Engineer all sources of water at least two (2) weeks prior to use. The Engineer may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source that is disapproved by the Engineer following such tests. All mixtures shall be constantly agitated from the time they are mixed until they are finally applied to the seedbed. All such mixtures shall be used within two (2) hours from the time they were mixed or they shall be wasted and disposed of at approved locations. d. Spraying. Lime, if required, shall be sprayed only upon previously prepared seedbeds. After the applied lime mixture has dried, the lime shall be worked into the top 3 inches, after which the seedbed shall again be properly graded and dressed to a smooth finish. Mixtures of seed and fertilizer shall only be sprayed upon previously prepared seedbeds on which the lime, if required, shall already have been worked in. The mixtures shall be applied by means of a high- T-901-3 AC 15015370-10G 7/21/2014 ' MEM pressure spray that shall always be directed upward into the air so that the mixtures will fall to the ground like rain in a uniform spray. Nozzles or sprays shall never be directed toward the ground in such a manner as might produce erosion or runoff. Particular care shall be exercised to ensure that the application is made uniformly and at the prescribed rate and to guard against misses and overlapped areas. Proper predetermined quantities of the mixture in accordance with specifications shall be used to cover specified sections of known area. Checks on the rate and uniformity of application may be made by observing the degree of wetting of the ground or by distributing test sheets of paper or pans over the area at intervals and observing the quantity of material deposited thereon. On surfaces that are to be mulched as indicated by the plans or designated by the Engineer, seed and fertilizer applied by the spray method need not be raked into the soil or rolled. However, on surfaces on which mulch is not to be used, the raking and rolling operations will be required after the soil has dried. 901-3.4 MAINTENANCE OF SEEDED AREAS. The Contractor shall 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. The Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition until final inspection and acceptance of the work. When either the dry or wet application method outlined above is used for work done out of season, it will be required that the Contractor establish a good stand of grass of uniform color and density to the satisfaction of the Engineer. A grass stand shall be considered adequate when bare spots are one square foot or less, randomly dispersed, and do not exceed 3%of the area seeded. METHOD OF MEASUREMENT 901-4.1 Seeding items are subsidiary to other contract items. •- - .- _ --__ _ - e• ._ _ . - BASIS OF PAYMENT 901-5.1 : - - - - -- •- .e. - • - Seeding items will not be paid for directly. T-901-4 AC 150/5370-10G 7/21/2014 MATERIAL REQUIREMENTS ASTM C 602 Agricultural Liming Materials ASTM D 977 Emulsified Asphalt FED SPEC JJJ-S-181 Seeds, Agriculture END OF ITEM T-901 T-901-5 AC 15015370-1OG 7/21/2014 Page Intentionally Left Blank T-901-6 AC 150/5370-1OG 7/21/2014 ITEM T-905 TOPSOILING DESCRIPTION 905-1.1 This item shall consist of preparing the ground surface for topsoil application, removing topsoil from designated stockpiles or areas to be stripped on the site or from approved sources off the site, and placing and spreading the topsoil on prepared areas in accordance with this specification at the locations shown on the plans or as directed by the Engineer. MATERIALS 905-2.1 TOPSOIL.Topsoil shall be the surface layer of soil with no admixture of refuse orany material toxic to plant growth, and it shall be reasonably free from subsoil and stumps, roots, brush, stones (2 inches or more in diameter), and clay lumps or similar objects. Brush and other vegetation that will not be • incorporated with the soil during handling operations shall be cut and removed. Ordinary sod and herbaceous growth such as grass and weeds are not to be removed, but shall be thoroughly broken up and intermixed with the soil during handling operations. Heavy sod or other cover, which cannot be incorporated into the topsoil by discing or other means, shall be removed. The topsoil or soil mixture, unless otherwise specified or approved, shall have a pH range of approximately 5.5 pH to 7.6 pH, when tested in accordance with the methods of testing of the Association of Official Agricultural Chemists in effect on the date of invitation of bids. The organic content shall be not less than 3% nor more than 20% as determined by the wet-combustion method (chromic acid reduction). There shall be not less than 20% nor more than 80% of the material passing the 200 mesh sieve as determined by the wash test in accordance with ASTM C 117.Topsoil testing shall be completed and paid for by the Contractor. Natural topsoil may be amended by the Contractor with approved materials and methods to meet the above specifications. 905-2.2 INSPECTION AND TESTS.Within 10 days following acceptance of the bid,the Engineer shall be notified of the source of topsoil to be furnished by the Contractor. The topsoil shall be inspected to determine if the selected soil meets the requirements specified and to determine the depth to which stripping will be permitted. At this time, the Contractor may be required to take representative soil samples from several locations within the area under consideration and to the proposed stripping depths, for testing purposes as specified in paragraph 905-2.1. CONSTRUCTION METHODS 905-3,1 GENERAL.Areas to be topsoiled shall be shown on the plans. If topsoil is available on the site, the location of the stockpiles or areas to be stripped of topsoil and the stripping depths shall be shown on the plans. Suitable equipment necessary for proper preparation and treatment of the ground surface, stripping of topsoil, and for the handling and placing of all required materials shall be on hand, in good condition, and approved by the Engineer before the various operations are started. 905-3.2 PREPARING THE GROUND SURFACE. Immediately prior to dumping and spreading the topsoil on any area, the surface shall be loosened by discs or spike-tooth harrows, or by other means approved by the Engineer, to a minimum depth of 2 inches to facilitate bonding of the topsoil to the covered subgrade soil. The surface of the area to be topsoiled shall be cleared of all stones larger than 2 inches in any diameter and all litter or other material which may be detrimental to proper bonding, the rise of capillary moisture, or the proper growth of the desired planting. Limited areas, as shown on the plans, which are too compact to respond to these operations shall receive special scarification. Grades on the area to be topsoiled, which have been established by others as shown on the plans, shall be maintained in a true and even condition. Where grades have not been established, the areas shall be T-905-1 AC 150/5370-10G 7/21/2014 1 emp smooth-graded and the surface left at the prescribed grades in an even and compacted condition to prevent the formation of low places or pockets where water will stand. 905-3.3 OBTAINING TOPSOIL. Prior to the stripping of topsoil from designated areas, any vegetation, briars, stumps and large roots, rubbish or stones found on such areas, which may interfere with subsequent operations, shall be removed using methods approved by the Engineer. Heavy sod or other cover,which cannot be incorporated into the topsoil by discing or other means shall be removed. When suitable topsoil is available on the site, the Contractor shall remove this material from the designated areas and to the depth as directed by the Engineer. The topsoil shall be spread on areas already tilled and smooth-graded, or stockpiled in areas approved by the Engineer. Any topsoil stockpiled by the Contractor shall be rehandled and placed without additional compensation. Any topsoil that has been stockpiled on the site by others, and is required for topsoiling purposes, shall be removed and placed by the Contractor. The sites of all stockpiles and areas adjacent thereto which have been disturbed by the Contractor shall be graded if required and put into a condition acceptable for seeding. When suitable topsoil is secured off the airport site, the Contractor shall locate and obtain the supply, subject to the approval of the Engineer. The Contractor shall notify the Engineer sufficiently in advance of operations in order that necessary measurements and tests can be made. The Contractor shall remove the topsoil from approved areas and to the depth as directed. The topsoil shall be hauled to the site of the work and placed for spreading, or spread as required. Any topsoil hauled to the site of the work and stockpiled shall be rehandled and placed without additional compensation. 905-3.4 PLACING TOPSOIL. The topsoil shall be evenly spread on the prepared areas to a uniform depth of inches after compaction, unless otherwise shown on the plans or stated in the special provisions. Spreading shall not be done when the ground or topsoil is frozen, excessively wet, or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing operations can proceed with a minimum of soil preparation or tilling. After spreading, any large, stiff clods and hard lumps shall be broken with a pulverizer or by other effective means, and all stones or rocks (2 inches or more in diameter), roots, litter, or any foreign matter shall be raked up and disposed of by the Contractor. after spreading is completed, the topsoil shall be satisfactorily compacted by rolling with a cultipacker or by other means approved by the Engineer. The compacted topsoil surface shall conform to the required lines, grades, and cross-sections. Any topsoil or other dirt falling upon pavements as a result of hauling or handling of topsoil shall be promptly removed. METHOD OF MEASUREMENT 905-4.1 Topsoil items are subsidiary to other contract items. t:-e• ee 'e ee -- .. t. e•.:e :•• ee ee_e•..e ••:— ee e_ --e - z ee, le-e• e• ze. e e ' ! - -•--: e• -- • - -- -e- t et e• -et e BASIS OF PAYMENT T-905-2 AC 150/5370-10G 7/21/2014 item. Topsoil items will not be paid for directly. TESTING MATERIALS ASTM C 117 Materials Finer than 75-µm (No. 200)Sieve in Mineral Aggregates by Washing END OF ITEM T-905 T-905-3 AC 150/5370-1OG 7/21/2014 Page Intentionally Left Blank T-905-4 1 AC 150/5370-1OG 7121/2014 ITEM L-108 UNDERGROUND POWER CABLE FOR AIRPORTS DESCRIPTION 108-1.1 This item shall consist of furnishing and installing power cables that are direct buried and furnishing and/or installing power cables within conduit or duct banks per these specifications at the locations shown on the plans. It includes excavation and backfill of trench for direct-buried cables only.Also included are the installation of counterpoise wires, ground wires, ground rods and connections, cable splicing,cable marking,cable testing,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 duct banks or conduit, trenching and backfilling for duct banks or conduit, or furnishing or installation of cable for FAA owned/operated facilities. Requirements and payment for trenching and backfilling for the installation of underground conduit and duct banks is in Item L-110, Airport Underground Electrical Duct Banks and Conduits. EQUIPMENT AND MATERIALS 108-2.1 GENERAL. a. Airport lighting equipment and materials covered by advisory circulars (AC)shall be approved under the Airport Lighting Equipment Certification Program per AC 150/5345-53, current version. 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. c. Manufacturer's certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed (when directed by the Engineer)and replaced with materials that comply with these specifications at the Contractor's cost. d. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles(highlighting is not acceptable). The Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals. e. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3- ring binder, tabbed by specification section. The Engineer reserves the right to reject any and all equipment, materials, or procedures that do not meet the system design and the standards and codes, specified in this document. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for at least twelve (12) months from the date of final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. The Contractor shall be responsible to maintain a minimum insulation resistance per AC 150/5340-26B, Maintenance Airport Visual aid Facilities, Table 5- L-108-1 AC 150/5370-10G 7/21/2014 1 and paragraph 5.1.3.1,with isolation transformers connected in new circuits and new segments of existing circuits through the end of the contract warranty period. 108-2.2 CABLE. Underground cable for airfield lighting facilities (runway and taxiway lights and signs) shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits latest edition. Conductors for use on 6.6 ampere primary airfield lighting series circuits shall be single conductor,seven strand,#8 American wire gauge AWG), L-824 Type C, 5,000 volts, nonshielded, with cross-linked polyethylene insulation. Conductors for use on 20 ampere primary airfield lighting series circuits shall be single conductor, seven strand, #6 AWG, L-824 Type C, 5,000 volts, nonshielded, with cross-linked polyethylene insulation. L-824 conductors for use on the L-830 secondary of airfield lighting series circuits shall be sized in accordance with the manufacturer's recommendations. All other conductors shall comply with FAA and National Electric Code (NEC) requirements. Conductor sizes noted above shall not apply to leads furnished by manufacturers on airfield lighting transformers and fixtures. Wire for electrical circuits up to 600 volts shall comply with Specification L-824 and/or Federal Specification J-C-30 and shall be type THWN-2, 75°C. Conductors for parallel (voltage) circuits shall be sized and installed in accordance with NFPA-70, National Electrical Code. Unless noted otherwise, all 600-volt and less non-airfield lighting conductor sizes are based on a 75°C, THWN-2, 600 volt insulation, copper conductors, not more than three single insulated conductors, in raceway,in free air. The conduit/duct sizes are based on the use of THWN-2,600 volt insulated conductors. The Contractor shall make the necessary increase in conduit/duct sizes for other types of wire insulation. In no case shall the conduit/duct size be reduced. The minimum power circuit wire size shall be#12 AWG. Conductor sizes may have been adjusted due to voltage drop or other engineering considerations. Equipment provided by the Contractor shall be capable of accepting the quantity and sizes of conductors shown in the Contract Documents. All conductors, pigtails, cable step-down adapters, cable step-up adapters, terminal blocks and splicing materials necessary to complete the cable termination/splice shall be considered incidental to the respective pay items provided. Cable type, size, number of conductors, strand and service voltage shall be as specified in the Contract Document. 108-2.3 BARE COPPER WIRE (COUNTERPOISE, BARE COPPER WIRE GROUND AND GROUND RODS).Wire for counterpoise or ground installations for airfield lighting systems shall be No. 6 AWG bare solid copper wire for counterpoise and/or No. 6 AWG insulated stranded for ground wire per ASTM B3 and ASTM B8, and shall be bare copper wire per ASTM B33. See AC 150/5340-30 for additional details about counterpoise and ground wire types and installation. For voltage powered circuits, the equipment ground conductor shall be minimum No.6 AWG,600V rated, Type XHHW insulated,green color, stranded copper equipment ground conductor. Ground rods shall be copper-clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case be less than 10 feet(2.54 m) long and 3/4 inch (19 mm) in diameter. 108-2.4 CABLE CONNECTIONS. In-line connections or splices of underground primary cables shall be of the type called for on the plans, and shall be one of the types listed below. No separate payment will be made for cable connections. a. The Cast Splice. A cast splice, employing a plastic mold and using epoxy resin equivalent to that manufactured by 3MTM Company, "Scotchcast" Kit No. 82-B, or as manufactured by HysolO Corporation, "Hyseal Epoxy Splice"Kit No. E1135, or an approved equivalent,used for potting the splice is acceptable. L-108-2 AC 150/5370-10G 7/21/2014 b. 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 acceptable for field attachment to single conductor cable. It shall be the Contractor's responsibility to determine the outside diameter of the cable to be spliced and to furnish appropriately sized connector kits and/or adapters and heat shrink tubing with integral sealant. c. The Factory-Molded Plug-in Splice. Specification for L-823 Connectors, Factory-Molded to Individual Conductors, is acceptable. d. The Taped or Heat-Shrink Splice. Taped splices employing field-applied rubber, or synthetic rubber tape covered with plastic tape is acceptable.The rubber tape should meet the requirements of ASTM D4388 and the plastic tape should comply with Military Specification MIL-I-24391 or Commercial Item Description A-A-55809. Heat shrinkable tubing shall be heavy-wall,self-sealing tubing rated for the voltage of the wire being spliced and suitable for direct-buried installations. The tubing shall be factory coated with a thermoplastic adhesive-sealant that will adhere to the insulation of the wire being spliced forming a moisture- and dirt-proof seal. Additionally, heat shrinkable tubing for multi-conductor cables, shielded cables,and armored cables shall be factory kits that are designed for the application. Heat shrinkable tubing and tubing kits shall be manufactured by Tyco Electronics/ Raychem Corporation, Energy Division, or approved equivalent. In all the above cases, connections of cable conductors shall be made using crimp connectors using a crimping tool designed to make a complete crimp before the tool can be removed. All L-823/L-824 splices and terminations shall be made per the manufacturer's recommendations and listings. All connections of counterpoise, grounding conductors and ground rods shall be made by the exothermic process or approved equivalent,except that a light base ground clamp connector shall be used for attachment to the light base. See AC 150/5340-30 for additional information about methods of attaching a ground to a galvanized light base. All exothermic connections shall be made per the manufacturer's recommendations and listings. 108-2.5 SPLICER QUALIFICATIONS. Every airfield lighting cable splicer shall be qualified in making airport cable splices and terminations on cables rated at or above 5,000 volts AC. The Contractor shall submit to the Engineer proof of the qualifications of each proposed cable splicer for the airport cable type and voltage level to be worked on. Cable splicing/terminating personnel shall have a minimum of three (3) years continuous experience in terminating/splicing medium voltage cable. i • - . . • 1 • 108-2.8 CABLE IDENTIFICATION TAGS. Cable identification tags shall be made from a non-corrosive material with the circuit identification stamped or etched onto the tag. The tags shall be of the type as detailed on the plans. 108-2.9 TAPE. Electrical tapes shall be ScotchTM Electrical Tapes —ScotchTM 88 (1-1/2 inch (38 mm) wide) and ScotchTM 130C® linerless rubber splicing tape (2-inch (50 mm) wide), as manufactured by the Minnesota Mining and Manufacturing Company(3MTM), or an approved equivalent. 108-2.10 ELECTRICAL COATING. Electrical coating shall be ScotchkoteT'" as manufactured by 3MTM, or an approved equivalent. 108-2.11 EXISTING CIRCUITS. Whenever the scope of work requires connection to an existing circuit, the circuit's insulation resistance shall be tested, in the presence of the Engineer. The test shall be L-108-3 AC 150/5370-10G 7/2112014 performed per this item and prior to any activity that will affect the respective circuit. The Contractor shall record the results on forms acceptable to the Engineer.When the work affecting the circuit is complete,the circuit's insulation resistance shall be checked again, in the presence of the Engineer. The Contractor shall record the results on forms acceptable to the Engineer. The second reading shall be equal to or greater than the first reading or the Contractor shall make the necessary repairs to the circuit to bring the second reading above the first reading. All repair costs including a complete replacement of the L-823 connectors, L-830 transformers and L-824 cable, if necessary, shall be borne by the Contractor.All test results shall be submitted in the Operation and Maintenance (O&M) Manual. 108-2.12 DETECTABLE WARNING TAPE. Plastic, detectable, American Wood Preservers Association (AWPA) Red (electrical power lines, cables, conduit and lighting cable)with continuous legend magnetic tape shall be polyethylene film with a metalized foil core and shall be 3-6 inches (75-150 mm) wide. Detectable tape is incidental to the respective bid item. CONSTRUCTION METHODS 108-3.1 GENERAL. The Contractor shall install the specified cable at the approximate locations indicated on the plans. Unless otherwise shown on the plans, all cable required to cross under pavements expected to carry aircraft loads shall be installed in concrete encased duct banks.Wherever possible,cable shall be run without splices,from connection to connection. Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual isolation 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 on the plans. In addition to connectors being installed at individual isolation transformers, L-823 cable connectors for maintenance and test points shall be installed at locations shown on the plans. Cable circuit identification markers shall be installed on both sides of the L-823 connectors installed or at least once in each access point where L-823 connectors are not installed. Provide not less than 3 feet(1 m)of cable slack on each side of all connections, isolation transformers, light units,and at points where cable is connected to field equipment.Where provisions must be made for testing or for future above grade connections, provide enough slack to allow the cable to be extended at least one foot(30 cm)vertically above the top of the access structure. This requirement also applies where primary cable passes through empty light bases, junction boxes, and access structures to allow for future connections, or as designated by the Engineer. Primary airfield lighting cables installed shall have cable circuit identification markers attached on both sides of each L-823 connector and on each airport lighting cable entering or leaving cable access points, such as manholes, hand holes, pull boxes,junction boxes,etc. Markers shall be of sufficient length for imprinting , the cable circuit identification legend on one line, using letters not less than 1/4 inch (6 mm) in size. The cable circuit identification shall match the circuits noted on the construction plans. 108-3.2 INSTALLATION IN DUCT BANKS OR CONDUITS. This item includes the installation of the cable in duct banks or conduit per the following paragraphs. 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 per the latest version of the National Electric Code, or the code of the local agency or authority having jurisdiction. The Contractor shall make no connections or splices of any kind in cables installed in conduits or duct banks. L-108-4 AC 150/5370-10G 7/21/2014 Unless otherwise designated in the plans,where ducts are in tiers, use the lowest ducts to receive the cable first, with spare ducts left in the upper levels. Check duct routes prior to construction to obtain assurance that the shortest routes are selected and that any potential interference is avoided. Duct banks or conduits shall be installed as a separate item per Item L-110,Airport Underground Electrical Duct Banks and Conduit. The Contractor shall run a mandrel through duct banks or conduit prior to installation of cable to ensure that the duct bank or conduit is open, continuous and clear of debris. The mandrel size shall be compatible with the conduit size. The Contractor shall swab out all conduits/ducts and clean light bases, manholes, etc., interiors immediately prior to pulling cable. Once cleaned and swabbed, the light bases and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, light bases, manholes, etc., is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be re- cleaned at the Contractor's expense. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the Engineer of any blockage in the existing ducts. The cable shall be installed in a manner that prevents harmful stretching of the conductor, damage to the insulation, or damage to the outer protective covering.The ends of all cables shall be sealed with moisture- seal tape providing moisture-tight mechanical protection with minimum bulk,or alternately, heat shrinkable tubing 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 conduit, all cable shall be pulled in the conduit at the same time. The pulling of a cable through duct banks or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Maximum pulling tensions shall not exceed the cable manufacturer's recommendations. A non-hardening cable-pulling lubricant recommended for the type of cable being installed shall be used where required. The Contractor shall submit the recommended pulling tension values to the Engineer prior to any cable installation. If required by the Engineer, pulling tension values for cable pulls shall be monitored by a dynamometer in the presence of the Engineer. Cable pull tensions shall be recorded by the Contractor and reviewed by the Engineer. Cables exceeding the maximum allowable pulling tension values shall be removed and replaced by the Contractor at the Contractor's expense. The manufacturer's minimum bend radius or NEC requirements(whichever is more restrictive)shall apply. Cable installation, handling and storage shall be per manufacturer's recommendations. During cold weather, particular attention shall be paid to the manufacturer's minimum installation temperature. Cable shall not be installed when the temperature is at or below the manufacturer's minimum installation temperature. At the Contractor's option, the Contractor may submit a plan, for review by the Engineer, for heated storage of the cable and maintenance of an acceptable cable temperature during installation when temperatures are below the manufacturer's minimum cable installation temperature. Cable shall not be dragged across base can or manhole edges, pavement or earth. When cable must be coiled, lay cable out on a canvas tarp or use other appropriate means to prevent abrasion to the cable jacket. 108-3.3 INSTALLATION OF DIRECT-BURIED CABLE IN TRENCHES. Unless otherwise specified,the Contractor shall not use a cable plow for installing the cable. Cable shall be unreeled uniformly 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. Slack cable sufficient to provide strain relief shall be placed in the trench in a series of S curves. Sharp bends or kinks in the cable shall not be permitted. Where cables must cross over each other, a minimum of 3 inches (75 mm)vertical displacement shall be provided with the topmost cable depth at or below the minimum required depth below finished grade. a. 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 surface is disturbed.Graders L-108-5 AC 150/5370-1OG 7/21/2014 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 (0.5 m) below finished grade per NEC Table 300.5, except as follows: (1) When off the airport or crossing under a roadway or driveway,the minimum depth shall be 36 inches(91 cm) unless otherwise specified. (2) Minimum cable depth when crossing under a railroad track, shall be 42 inches (1 m) unless otherwise specified. Dewatering necessary for cable installation, erosion and turbidity control, per Federal, state, and local requirements is incidental to its respective pay items as part of Item L-108. The cost of all excavation regardless of type of material encountered, shall.be included in the unit price bid for the L-108 Item. The Contractor shall excavate all cable trenches to a width not less than 6 inches (150 mm). Unless otherwise specified on the plans, all cables in the same location and running in the same general direction shall be installed in the same trench. When rock 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 no mineral aggregate particles that would be retained on a 1/4 inch (6 mm) sieve. Flowable backfill material may alternatively be used. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All such rock removal shall be performed and paid for under Item P-152. Duct bank or conduit markers temporarily removed for trench excavations shall be replaced as required. It is the Contractor's responsibility to locate existing utilities within the work area prior to excavation.Where existing active cables cross proposed installations, the Contractor shall ensure that these cables are adequately protected. Where crossings are unavoidable, no splices will be allowed in the existing cables, except as specified on the plans. Installation of new cable where such crossings must occur shall proceed as follows: (1) Existing cables shall be located manually. Unearthed cables shall be inspected to assure absolutely no damage has occurred. (2) Trenching, etc., in cable areas shall then proceed, with approval of the Engineer, with care taken to minimize possible damage or disruption of existing cable, including careful backfilling in area of cable. In the event that any previously identified cable is damaged during the course of construction, the Contractor shall be responsible for the complete repair or replacement. b. Backfilling. After the cable has been installed, the trench shall be backfilled. The first layer of backfill in 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 mm) 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 one inch (25 mm) sieve. The remaining third and subsequent layers of backfill shall not exceed 8 inches (20 cm) of loose measurement and be excavated or imported material and shall not contain stone or aggregate larger than 4 inches (100 mm) maximum diameter. 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. L-108-6 AC 150/5370-10G 7/21/2014 If the cable is to be installed in locations or areas where other compaction requirements are specified(under pavements, embankments, etc.) the compaction requirements per Item P-152 for that area shall be followed. Trenches 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 turf is to be established over the trench, the backfilling shall be stopped at an appropriate depth consistent with the type of turfing operation to be accommodated. A proper allowance for settlement shall also be provided. Any excess excavated material shall be removed and disposed of per the plans and specifications. Underground electrical warning (caution)tape shall be installed in the trench above all direct-buried cable. Contractor shall submit a sample of the proposed warning tape for acceptance by the Engineer. If not shown on the plans, the warning tape shall be located 6 inches (150 mm) above the direct-buried cable or the counterpoise wire if present. A 3-6 inch (75 - 150 mm) wide polyethylene film detectable tape, with a metalized foil core, shall be installed above all direct buried cable or counterpoise. The tape shall be of the color and have a continuous legend as indicated on the plans. The tape shall be installed 8 inch (200 mm) minimum below finished grade. c. Restoration. Following restoration of all trenching near airport movement surfaces, the Contractor shall visually inspect the area for foreign object debris (FOD) and remove any that is found. Where soil and sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by work shall be restored to its original condition. The restoration shall include the seeding as shown on the plans. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. When trenching is through paved areas, restoration shall be equal to existing conditions and compaction shall meet the requirements of Item P-152. Restoration shall be considered incidental to the pay item of which it is a component part. 108-3.4 CABLE MARKERS FOR DIRECT-BURIED CABLE. The location of direct buried circuits shall be marked by a concrete slab marker, 2 feet (60 cm) square and 4-6 inch (10 - 15 cm) thick, extending approximately one inch (25 mm) above the surface. Each cable run from a line of lights and signs to the equipment vault shall,be marked at approximately every 200 feet (61 m) along the cable run, with an additional marker at each change of direction of cable run. All other direct-buried cable shall be marked in the same manner. Cable markers shall be installed directly 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. At the location of each underground cable connection, except at lighting units, or isolation transformers, or power a concrete marker slab must mark adapters placed above the connection. The Contractor shall impress the word"SPLICE"on each slab. The Contractor also shall impress additional circuit identification symbols on each slab as directed by the Engineer. All cable markers and splice markers shall be painted international orange. Paint shall be specifically manufactured for uncured exterior concrete. After placement, all cable or splice markers shall be given one coat of high-visibility aviation orange paint as approved by the Engineer. Furnishing and installation of cable markers is incidental to the respective cable pay item. 108-3.5 SPLICING. Connections of the type shown on 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 per the manufacturer's instructions and to the satisfaction of the Engineer. L-108-7 AC 150/5370-1OG 7/21/2014 1 b. Field-attached plug-in splices. These shall be assembled per the 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(38 mm)on each side of the joint. c. 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 (38 mm)on each side of the joint. d.Taped or heat-shrink 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. Prior to splicing, the two ends of the cable insulation shall be penciled using a tool designed specifically for this purpose and for cable size and type.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 one 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. Heat shrinkable tubing shall be installed following manufacturer's instructions. Direct flame heating shall not be permitted unless recommended by the manufacturer. Cable surfaces within the limits of the heat- shrink application shall be clean and free of contaminates prior to application. Surfaces of equipment or conductors being terminated or connected shall be prepared in accordance with industry standard practice and manufacturer's recommendations. All surfaces to be connected shall be thoroughly cleaned to remove all dirt,grease,oxides, nonconductive films,or other foreign material. Paints and other nonconductive coatings shall be removed to expose base metal. Clean all surfaces at least 1/4 inch (6.4 mm) beyond all sides of the larger bonded area on all mating surfaces. Use a joint compound suitable for the materials used in the connection. Repair painted/coated surface to original condition after completing the connection. 108-3.6 BARE COUNTERPOISE WIRE INSTALLATION FOR LIGHTNING PROTECTION AND GROUNDING. If shown on the plans or included in the job specifications, bare solid #6 AWG copper counterpoise wire shall be installed for lightning protection of the underground cables. The Engineer shall select one of two methods of lightning protection for the airfield lighting circuit based on the frequency of local lightning: a. Equipotential.—may be used by the Engineer for areas that have high rates of lightning strikes. This is where the counterpoise is bonded to the light base (edge lights included)and counterpoise size is determined by the Engineer. L-108-8 AC 150/5370-10G 7/21/2014 b. Isolation — used in areas where lightning strikes are not common. The counterpoise is not bonded to edge light fixtures, in-pavement fixtures are bonded to the counterpoise. Counterpoise size is selected by the Engineer. Counterpoise wire shall be installed in the same trench for the entire length of buried cable,conduits and duct banks that are installed to contain airfield cables • For raceways installed under pavement; for raceways and cables not installed adjacent to the full strength pavement edge; for fixtures installed in full strength pavement and shoulder pavement and for optional method of edge lights installed in turf (stabilized soils); and for raceways or cables adjacent to the full strength pavement edge, the counterpoise conductor shall be centered over the raceway or cable to be protected as described below. The counterpoise conductor shall be installed no less than 8 inches (203 mm) above the raceway or cable to be protected, except as permitted below. The minimum counterpoise conductor height above the raceway or cable to be protected shall be permitted to be adjusted subject to coordination with the airfield lighting and pavement designs. Where raceway is installed by the directional bore, jack and bore, or other drilling method, the counterpoise conductor shall be permitted to be installed concurrently with the directional bore, jack and bore,or other drilling method raceway, external to the raceway or sleeve. The counterpoise conductor shall be installed no more than 12 inches(305 mm)above the raceway or cable to be protected. The counterpoise conductor height above the protected raceway(s) or cable(s) shall be calculated to ensure that the raceway or cable is within a 45-degree area of protection. The counterpoise conductor shall be bonded to each metallic light base, mounting stake, and metallic airfield lighting component. All metallic airfield lighting components in the field circuit on the output side of the constant current regulator(CCR)or other power source shall be bonded to the airfield lighting counterpoise system. The counterpoise wire shall also be exothermically welded to ground rods installed as shown on the plans but not more than 500 feet(150 m)apart around the entire circuit. The counterpoise system shall be continuous and terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment external ground ring or other made electrode-grounding system. The connections shall be made as shown on the plans and in the specifications. If shown on the plans or in the specifications, a separate equipment (safety) ground system shall be provided in addition to the counterpoise wire using one of the following methods: c. A ground rod installed at and securely attached to each light fixture base, mounting stake, and to all metal surfaces at junction/access structures via#6 AWG wire. d. For parallel voltage systems only,install a#6 AWG green insulated equipment ground conductor internal to the conduit system and securely attached it to each light fixture base internal grounding lug and to all metal surfaces at junction/access structures. Dedicated ground rods shall be installed and exothermically welded to the counterpoise wires at each end of a duct bank crossing under pavement. Where an existing airfield lighting system is being extended or modified, the new counterpoise conductors shall be interconnected to existing counterpoise conductors at each intersection of the new and existing airfield lighting counterpoise systems. 108-3.7 COUNTERPOISE INSTALLATION ABOVE MULTIPLE CONDUITS AND DUCT BANKS. Counterpoise wires shall be installed above multiple conduits/duct banks for airfield lighting cables,with the intent being to provide a complete area of protection over the airfield lighting cables.When multiple conduits and/or duct banks for airfield cable are installed in the same trench,the number and location of counterpoise L-108-9 AC 150/5370-10G 7/21/2014 wires above the conduits shall be adequate to provide a complete cone of protection measured 22-1/2 degrees each side of vertical. Where duct banks pass under pavement to be constructed in the project,the counterpoise shall be placed above the duct bank. Reference details on the construction plans. 108-3.8 COUNTERPOISE INSTALLATION AT EXISTING DUCT BANKS. When airfield lighting cables are indicated on the plans to be routed through existing duct banks, the new counterpoise wiring shall be terminated at ground rods at each end of the existing duct bank where the cables being protected enter and exit the duct bank. The new counterpoise conductor shall be bonded to the existing counterpoise system. 108-3.9 EXOTHERMIC BONDING. Bonding of counterpoise wire shall be by the exothermic welding process. Only personnel experienced in and regularly engaged in this type of work shall make these connections. Contractor shall demonstrate to the satisfaction of the Engineer,the welding kits, materials and procedures to be used for welded connections prior to any installations in the field. The installations shall comply with the manufacturer's recommendations and the following: a.All slag shall be removed from welds. b. Using an exothermic weld to bond the counterpoise to a lug on a galvanized light base is not recommended unless the base has been specially modified. Consult the manufacturer's installation directions for proper methods of bonding copper wire to the light base. See also AC 150/5340-30 for galvanized light base exception. c. If called for in the plans, all buried copper and weld material at weld connections shall be thoroughly coated with 6 mm of 3MTM ScotchkoteTM, or approved equivalent, or coated with coal tar Bitumastic®material to prevent surface exposure to corrosive soil or moisture. 108-3.10 TESTING. The Contractor shall furnish all necessary equipment and appliances for testing the airport electrical systems and underground cable circuits before and after installation. The Contractor shall perform all tests in the presence of the Engineer. The Contractor shall demonstrate the electrical characteristics to the satisfaction of the Engineer. All costs for testing are incidental to the respective item being tested. For phased projects, the tests must be completed by phase. The Contractor must maintain the test results throughout the entire project as well as during the warranty period that meet the following: a. Earth resistance testing methods shall be submitted to the Engineer for approval. Earth resistance testing results shall be recorded on an approved form and testing shall be performed in the presence of the Engineer. All such testing shall be at the sole expense of the Contractor. b. Should the counterpoise or ground grid conductors be damaged or suspected of being damaged by construction activities the Contractor shall test the conductors for continuity with a low resistance ohmmeter. The conductors shall be isolated such that no parallel path exists and tested for continuity. The Engineer shall approve of the test method selected. All such testing shall be at the sole expense of the Contractor. After installation,the Contractor shall test and demonstrate to the satisfaction of the Engineer the following: c. That all affected lighting power and control circuits (existing and new)are continuous and free from short circuits. d. That all affected circuits(existing and new)are free from unspecified grounds. L-108-10 AC 150/5370-10G 7/21/2014 e. That the insulation resistance to ground of all new non-grounded high voltage series circuits or cable segments is not less than 500 megohms f. That the insulation resistance to ground of all new non-grounded conductors of new multiple circuits or circuit segments is not less than 100 megohms. g. That all affected circuits (existing and new) are properly connected per applicable wiring diagrams. h. That all affected circuits(existing and new)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. i. That the impedance to ground of each ground rod does not exceed 25 ohms prior to establishing connections to other ground electrodes. The fall-of-potential ground impedance test shall be used,as described by American National Standards Institute/Institute of Electrical and Electronic Engineers (ANSI/IEEE) Standard 81, to verify this requirement. As an alternate, clamp-on style ground impedance test meters may be used to satisfy the impedance testing requirement. Test equipment and its calibration sheets shall be submitted for review and approval by the Engineer prior to performing the testing. Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to the Engineer.Where connecting new cable to existing cable,ground resistance tests shall be performed on the new cable prior to connection to the existing circuit. There are no approved "repair" procedures for items that have failed testing other than complete replacement. METHOD OF MEASUREMENT 108-4.1 Cable or counterpoise wire installed in trench, duct bank or conduit shall be measured by the number of linear feet (meters) installed and grounding connectors, and trench marking tape ready for operation, and accepted as satisfactory. Separate measurement shall be made for each cable or counterpoise wire installed in trench, duct bank or conduit. The measurement for this item shall include additional quantities required for slack. -- - - BASIS OF PAYMENT 108-5.1 Payment will be made at the contract unit price for trenching, cable and bare counterpoise wire installed in trench(direct-buried), or cable and equipment ground installed in duct bank or conduit, 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, including ground rods and ground connectors and trench marking tape, necessary to complete this item. Payment will be made under: Item L-108-5.21 No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit - per Linear Foot L-108-11 AC 150/5370-1OG 7/21/2014 Item L-108-5.32 No. 6 AWG, Solid, Bare Counterpoise Wire, Installed in Trench, Above the Duct Bank or Conduit, Including Ground Rods and Ground Connectors-per Linear Foot MATERIAL REQUIREMENTS AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids 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 AC 150/5345-53 Airport Lighting Equipment Certification Program Commercial Item Description A-A-59544 Cable and Wire, Electrical (Power, Fixed Installation) Commercial Item Description A-A-55809 Insulation Tape, Electrical, Pressure-Sensitive Adhesive, Plastic ASTM B3 Standard Specification for Soft or Annealed Copper Wire ASTM B8 Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft ASTM B33 Standard Specification for Tin-Coated Soft or Annealed Copper Wire for Electrical Purposes ASTM D4388 Standard Specification for Nonmetallic Semi-Conducting and Electrically Insulating Rubber Tapes FED SPEC J-C-30 Cable and Wire, Electrical (Power, Fixed Installation) MIL-I-24391 • Insulation Tape, Electrical, Plastic, Pressure Sensitive REFERENCE DOCUMENTS NFPA-70 National Electrical Code (NEC) NFPA-780 Standard for the Installation of Lightning Protection Systems MIL-S-23586F Performance Specification: Sealing Compound (with Accelerator), Silicone Rubber, Electrical ANSI/IEEE STD 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System END OF ITEM L-108 L-108-12 l AC 15015370-10G 7/2112014 ITEM L-110 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS DESCRIPTION 110-1.1 This item shall consist of underground electrical conduits and duct banks (single or multiple conduits encased in concrete or buried in sand) installed per this specification at the locations and per the dimensions, designs, and details shown on the plans. This item shall include furnishing and installing of all underground electrical duct banks and individual and multiple underground conduits. It shall also include all turfing trenching, backfilling, removal, and restoration of any paved or turfed areas; concrete encasement,mandrelling,pulling lines,duct markers,plugging of conduits,and the testing of the installation as a completed system ready for installation of cables per the plans and specifications. This item shall also include furnishing and installing conduits and all incidentals for providing positive drainage of the system. Verification of existing ducts is incidental to the pay items provided in this specification. EQUIPMENT AND MATERIALS 110-2.1 GENERAL. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when requested by the Engineer. b. Manufacturer's certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not comply with these specifications shall be removed,when directed by the Engineer and replaced with materials, that comply with these specifications, at the Contractor's cost. c. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original.Clearly and boldly mark each copy to identify products or models applicable to this project. Indicate all optional equipment and delete non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in project that accrue directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3- ring binder,tabbed by specification section.The Engineer reserves the right to reject any and all equipment, materials or procedures that do not meet the system design and the standards and codes specified in this document. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12) months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. 110-2.2 STEEL CONDUIT. Rigid galvanized steel (RGS) conduit and fittings shall be hot dipped galvanized inside and out and conform to the requirements of Underwriters Laboratories Standards 6,514B, and 1242. All RGS conduits or RGS elbows installed below grade, in concrete, permanently wet locations or other similar environments shall be painted with a 10 mil thick coat of asphaltum sealer or shall have a factory bonded polyvinyl chloride (PVC)cover. Any exposed galvanizing or steel shall be coated with 10 L-110-1 AC 150/5370-10G 7/21/2014 mil of asphaltum sealer. When using PVC coated RGS conduit, care shall be exercised not to damage the factory PVC coating. Damaged PVC coating shall be repaired per the manufacturer's written instructions. 110-2.3 PLASTIC CONDUIT. Plastic conduit and fittings-shall conform to the following requirements: • UL 514B covers W-C-1094-Conduit fittings all types, classes 1 thru 3 and 6 thru 10. • UL 514C covers W-C-1094-all types, Class 5 junction box and cover in plastic(PVC). • UL 651 covers W-C-1094-Rigid PVC Conduit, types I and II, Class 4. • UL 651A covers W-C-1094-Rigid PVC Conduit and high density polyethylene(HDPE)Conduit type III and Class 4. Underwriters Laboratories Standards UL-651 and Article 352 of the current National Electrical Code shall be one of the following, as shown on the plans: a. Type I—Schedule 40 PVC suitable for underground use either direct-buried or encased in concrete. b. Type II—Schedule 40 PVC suitable for either above ground or underground use. c. Type III —Schedule 80 PVC suitable for either above ground or underground use either direct- buried or encased in concrete. d.Type III—HDPE pipe,minimum standard dimensional ratio(SDR)11, suitable for placement with directional boring under pavement. The type of solvent cement shall be as recommended by the conduit/fitting manufacturer. 110-2.4 SPLIT CONDUIT. Split conduit shall be pre-manufactured for the intended purpose and shall be made of steel or plastic. 110-2.5 CONDUIT SPACERS. Conduit spacers shall be prefabricated interlocking units manufactured for the intended purpose. They shall be of double wall construction made of high grade, high density polyethylene complete with interlocking cap and base pads, They shall be designed to accept No. 4 reinforcing bars installed vertically. . _ _ • _ - - e - - _ - . ---- - --- - - - -- - = - e- _e••- ' - = - - - " --• " - = - 110-2.8 DETECTABLE WARNING TAPE. Plastic, detectable,American Wood Preservers Association (AWPA) Red (electrical power lines, cables, conduit and lighting cable) with continuous legend magnetic tape shall be polyethylene film with a metallized foil core and shall be 3-6 inches (75-150 mm) wide. Detectable tape is incidental to the respective bid item. CONSTRUCTION METHODS L-110-2 AC 150/5370-10G 7/21/2014 110-3.1 GENERAL. The Contractor shall install underground duct banks and conduits at the approximate locations indicated on the plans. The Engineer shall indicate specific locations as the work progresses, if required to differ from the plans. Duct banks and conduits shall be of the size, material, and type indicated on the plans or specifications.Where no size is indicated on the plans or in the specifications, conduits shall be not less than 2 inches (50 mm) inside diameter or comply with the National Electrical Code based on cable to be installed,whichever is larger.All duct bank and conduit lines shall be laid so as to grade toward access points and duct or conduit ends for drainage. Unless shown otherwise on the plans, 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 bank and conduit lines shall be graded from the center in both directions toward access points or conduit ends, with a drain into the storm drainage system. Pockets or traps where moisture may accumulate shall be avoided. No duct bank or underground conduit shall be less than 18 inches(0.5 m)below finished grade.Where under pavement,the top of the duct bank shall not be less than 18 inches (0.5 m) below the subgrade. The Contractor shall mandrel each individual conduit whether the conduit is direct-buried or part of a duct bank. An iron-shod mandrel, not more than 1/4 inch (6 mm) smaller than the bore of the conduit shall be pulled or pushed through each conduit. The mandrel shall have a leather or rubber gasket slightly larger than the conduit hole. The Contractor shall swab out all conduits/ducts and clean base can, manhole, pull boxes, etc., interiors IMMEDIATELY prior to pulling cable. Once cleaned and swabbed the light bases, manholes, pull boxes, etc.,and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts,base cans, manholes,etc.,is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be recleaned at the Contractor's expense. All accessible points shall be kept closed when not installing cable. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the Engineer of any blockage in the existing ducts. For pulling the permanent wiring, each individual conduit, whether the conduit is direct-buried or part of a duct bank, shall be provided with a 200 pound (90 kg) test polypropylene pull rope. The ends shall be secured and sufficient length shall be left in access points to prevent it from slipping back into the conduit. Where spare conduits are installed, as indicated on the plans, the open ends shall be plugged with removable tapered plugs, designed for this purpose. All conduits shall be securely fastened in place during construction and shall be plugged to prevent contaminants from entering the conduits.Any conduit section having a defective joint shall not be installed. Ducts shall be supported and spaced apart using approved spacers at intervals not to exceed 5 feet (1.5 m). Unless otherwise shown on the plans, concrete encased duct banks shall be used when crossing under pavements expected to carry aircraft loads,such as runways,taxiways,taxilanes,ramps and aprons.When under paved shoulders and other paved areas, conduit and duct banks shall be encased using flowable fill for protection. All conduits within concrete encasement of the duct banks shall terminate with female ends for ease in current and future use. Install factory plugs in all unused ends. Do not cover the ends or plugs with concrete. Where turf is well established and the sod can be removed,it shall be carefully stripped and properly stored. Trenches for conduits and duct banks may be excavated manually or with mechanical trenching equipment unless in pavement, in which case they shall be excavated with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of graders shall not be used to excavate the trench. When rock is encountered, the rock shall be removed to a depth of at least 3 inches (75 mm) below the required conduit or duct bank depth and it shall be replaced with bedding material of earth or sand L-110-3 AC 150/5370-10G 7/2112014 ' containing no mineral aggregate particles that would be retained on a 1/4 inch (6 mm) sieve. Flowable backfill may alternatively be used The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All such rock removal shall be performed and paid for under Item P-152. Underground electrical warning (Caution)tape shall be installed in the trench above all underground duct banks and conduits in unpaved areas. Contractor shall submit a sample of the proposed warning tape for approval by the Engineer. If not shown on the plans, the warning tape shall be located 6 inches above the duct/conduit or the counterpoise wire if present. Joints in plastic conduit shall be prepared per the manufacturer's recommendations for the particular type of conduit. Plastic conduit shall be prepared by application of a plastic cleaner and brushing a plastic solvent on the outside of the conduit ends and on the inside of the couplings. The conduit fitting shall then be slipped together with a quick one-quarter turn twist to set the joint tightly. Where more than one conduit is placed in a single trench, or in duct banks,joints in the conduit shall be staggered a minimum of 2 feet(60 cm). Changes in direction of runs exceeding 10 degrees, either vertical or horizontal, shall be accomplished using manufactured sweep bends. Whether or not specifically indicated on the drawings, where the soil encountered at established duct bank grade is an unsuitable material, as determined by the Engineer, the unsuitable material shall be removed per Item P-152 and replaced with suitable material. Alternatively, additional duct bank supports that are adequate and stable shall be installed, as approved by the Engineer. All excavation shall be unclassified and shall be considered incidental to the respective L-110 pay item of which it is a component part. Dewatering necessary for duct installation, erosion and turbidity control, per Federal, state, and local requirements is incidental to its respective pay item as a part of Item L-110. The cost of all excavation regardless of type of material encountered, shall be included in the unit price bid for the L-110 Item. Unless otherwise specified, excavated materials that are deemed by the Engineer to be unsuitable for use in backfill or embankments shall be removed and disposed of offsite. Any excess excavation shall be filled with suitable material approved by the Engineer and compacted per Item P-152. It is the Contractor's responsibility to locate existing utilities within the work area prior to excavation.Where existing active cables) cross proposed installations, the Contractor shall ensure that these cables are adequately protected. Where crossings are unavoidable, no splices will be allowed in the existing cables, except as specified on the plans. Installation of new cable where such crossings must occur shall proceed as follows: a. Existing cables shall be located manually. Unearthed cables shall be inspected to assure absolutely no damage has occurred. b.Trenching, etc., in cable areas shall then proceed with approval of the Engineer,with care taken to minimize possible damage or disruption of existing cable, including careful backfilling in area of cable. In the event that any previously identified cable is damaged during the course of construction, the Contractor shall be responsible for the complete repair. 110-3.2 DUCT BANKS. Unless otherwise shown in the plans, duct banks shall be installed so that the top of the concrete envelope is not less than 18 inches (0.5 m) below the bottom of the base or stabilized base course layers where installed under runways, taxiways, aprons, or other paved areas, and not less than 18 inches (0.5 m) below finished grade where installed in unpaved areas. L-110-4 AC 150/5370-10G 7/2112014 Unless otherwise shown on the plans, duct banks under paved areas shall extend at least 3 feet (1 m) beyond the edges of the pavement or 3 feet(1 m)beyond any under drains that may be installed alongside the paved area. Trenches for duct banks shall be opened the complete length before concrete is placed so that if any obstructions are encountered, provisions can be made to avoid them. Unless otherwise shown on the plans, all duct banks shall be placed on a layer of concrete not less than 3 inches(75 mm)thick prior to its initial set. The Contractor shall space the conduits not less than 3 inch(75 mm)apart(measured from outside wall to outside wall).All such multiple conduits shall be placed using conduit spacers applicable to the type of conduit. As the conduit laying progresses, concrete shall be placed around and on top of the conduits not less than 3 inches (75 mm) thick unless otherwise shown on the plans. All conduits shall terminate with female ends for ease of access in current and future use. Install factory plugs in all unused ends. Do not cover the ends or plugs with concrete. Conduits forming the duct bank shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches (150 mm) to anchor the assembly into the earth prior to placing the concrete encasement. For this purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5-foot(1.5-m) intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the Engineer for review prior to use. 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 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(1.5-m) intervals. All pavement surfaces that are to have ducts installed therein shall be neatly saw cut to form a vertical face. All excavation shall be included in the contract with price for the duct. Install a plastic, detectable, color as noted, 3 to 6 inches (75 to 150 mm) wide tape, 8 inches (200 mm) minimum below grade above all underground conduit or duct lines not installed under pavement. Utilize the 3-inch (75-mm)wide tape only for single conduit runs. Utilize the 6-inch(150-mm)wide tape for multiple conduits and duct banks. For duct banks equal to or greater than 24 inches(600 mm) in width, utilize more than one tape for sufficient coverage and identification of the duct bank as required. When existing cables are to be placed in split duct,encased in concrete,the cable shall be carefully located and exposed by hand tools. Prior to being placed in duct, the Engineer shall be notified so that he may inspect the cable and determine that it is in good condition. Where required, split duct shall be installed as shown on the drawings or as required by the Engineer. 110-3.3 CONDUITS WITHOUT CONCRETE ENCASEMENT. Trenches for single-conduit lines shall be not less than 6 inches(150 mm)nor more than 12 inches(300 mm)wide.The trench for 2 or more conduits installed at the same level shall be proportionately wider. Trench bottoms for conduits without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the conduit along its entire length. Unless otherwise shown on the plans,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 conduit. 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. Flowable backfill may alternatively be used. Unless otherwise shown on plans, conduits shall be installed so that the tops of all conduits within the Airport's secured area where trespassing is prohibited are at least 18 inches (0.5 m) below the finished grade. Conduits outside the Airport's secured area shall be installed so that the tops of the conduits are at least 24 inches (60 cm) below the finished grade per National Electric Code(NEC), Table 300.5. L-110-5 AC 150/5370-10G 7/21/2014 When two or more individual conduits intended to carry conductors of equivalent voltage insulation rating are installed in the same trench without concrete encasement, they shall be spaced not less than 3 inches (75 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. Where two or more individual conduits intended to carry conductors of differing voltage insulation rating are installed in the same trench without concrete encasement, they shall be placed not less than 3 inches (75 mm) apart (measured from outside wall to outside wall)in a horizontal direction and lot less than 6 inches(150 mm)apart in a vertical direction. Trenches shall be opened the complete length between normal termination points before conduit is installed so that if any unforeseen obstructions are encountered, proper provisions can be made to avoid them. Conduits shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 inches (150 mm) to anchor the assembly into the earth while backfilling. For this purpose,the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5-foot (1.5-m) intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the Engineer for review prior to use. 110-3.4 MARKERS. The location of each end and of each change of direction of conduits and duct banks shall be marked by a concrete slab marker 2 feet (60 cm) square and 4 - 6 inches (100 - 150 mm) thick extending approximately one inch (25 mm) above the surface. The markers shall also be located directly above the ends of all conduits or duct banks, except where they terminate in a junction/access structure or building. Each cable or duct run from a line of lights and signs to the equipment vault must be marked at approximately every 200 feet (61 m) along the cable or duct run, with an additional marker at each change of direction of cable or duct run. The Contractor shall impress the word "DUCT" or"CONDUIT" on each marker slab. Impression of letters shall be done in a manner, approved by the Engineer,for a neat, professional appearance. All letters and words must be neatly stenciled.After placement,all markers shall be given one coat of high-visibility orange paint, as approved by the Engineer. The Contractor shall also impress on the slab the number and size of conduits beneath the marker along with all other necessary information as determined by the Engineer. 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. Furnishing and installation of duct markers is incidental to the respective duct pay item. 110-3.5 BACKFILLING FOR CONDUITS. For conduits, 8 inches (200 mm)of sand, soft earth,or other fine fill (loose measurement) shall be placed around the conduits ducts and carefully tamped around and over them with hand tampers. The remaining trench shall then be backfilled and compacted per Item P-152 "Excavation and Embankment"except that material used for back fill shall be select material not larger than 4 inches(100 mm)in diameter. Flowable backfill may alternatively be used. Trenches shall not contain pools of water during back filling operations. The trench shall be completely backfilled and tamped level with the adjacent surface; except that, where 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 per instructions issued by the Engineer. 110-3.6 BACKFILLING FOR DUCT BANKS. After the concrete has cured, the remaining trench shall be backfilled and compacted per Item P-152"Excavation and Embankment" except that the material used for backfill shall be select material not larger than 4 inches (100 mm) in diameter. In addition to the requirements of P-152, where duct banks are installed under pavement, one moisture/density test per lift shall be made for each 250 linear feet(76 m)of duct bank or one work period's construction,whichever is less. L110-6 AC 150/5370-1OG 712112014 Flowable backfill may alternatively be used. Trenches shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface; except that, where 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 per instructions issued by the Engineer. 110-3.7 Restoration. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the work shall be restored to its original condition. The restoration shall include seeding shown on the plans. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. All restoration shall be considered incidental to the respective L-110 pay item. Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly visually inspect the area for foreign object debris (FOD), and remove any such FOD that is found. This FOD inspection and removal shall be considered incidental to the pay item of which it is a component part. METHOD OF MEASUREMENT 110-4.1 Underground conduits and duct banks shall be measured by the linear feet(meter)of conduits and duct banks installed, including encasement, locator tape, trenching and backfill with designated material, and for drain lines, the termination at the drainage structure, all measured in place, completed, and accepted. Separate measurement shall be made for the various types and sizes. BASIS OF PAYMENT 110-5.1 Payment will be made at the contract unit price per linear foot for each type and size of conduit and duct bank completed and accepted, including trench and backfill with the designated material, and,for drain lines,the termination at the drainage structure. 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 this item per the provisions and intent of the plans and specifications. Payment will be made under: Item L-110-5.1 Non-Encased Electrical Conduit, 1-Way 2"C- per Linear Foot Feet MATERIAL REQUIREMENTS Advisory Circular(AC) 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-53 Airport Lighting Equipment Certification Program ASTM A615 Standard Specification for Deformed and Plain Carbon- Steel Bars for Concrete Reinforcement L-110-7 AC 150/5370-1OG 7/21/2014 ASTM D1556 Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft- Ibf/ft3(2,700 kN-m/m3)) ASTM D2167 Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method ASTM D2922 Standard Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear Methods(Shallow Depth) NFPA-70 National Electrical Code(NEC) Underwriters Laboratories Standard 6 Electrical Rigid Metal Conduit-Steel Underwriters Laboratories Standard 514E Conduit, Tubing, and Cable Fittings Underwriters Laboratories Standard 514C Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers Underwriters Laboratories Standard 1242 Electrical Intermediate Metal Conduit Steel Underwriters Laboratories Standard 651 Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings Underwriters Laboratories Standard 651A Type EB and A Rigid PVC Conduit and HDPE Conduit END OF ITEM L-110 L-110-8 ' 1 IP ....,„ HHELE-1 OP ID: SB A,`CCOROp CERTIFICATE OF LIABILITY INSURANCE DATE(MMtDOtYYYY) `......! 06/21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CRONE CT Sharon Bridges First Arkansas Insurance PHONE FAX Hot Springs,Inc. (AIC.No.Ext):501-525-2600 (ac,No): 501-525-2622 P.O.Box 22270 ADDRESS:sbridges@faihs.com Hot Springs,AR 71903-2270 Sharon Bridges INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Bridgefield Casualty Insurance IINSURED H&.H Electric, Inc INSURER B:Ohio Security Insurance Co 24082 P.O. Box 6425 INSURER C:American Fire&Casualty Co. 24066 Hot Springs,AR 71902 INSURER D:Ohio Casualty Insurance .124074 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IINDICATED. 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.LIMITS SHOWN MAY HAVE'BEEN REDUCED BY PAID CLAIMS. ( DDL SUER I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IANSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD//YYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE I$ 1,000,000 CLAIMS-MADE X OCCUR X X BKS53671125 10/01/2015 10/01/2016 AMGETOERa EoNccTuErD nee) $ 100,000 X Contractual MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY X JEC LOC PRODUCTS-COMP/OP AGG $ 3,000,000 OTHER: 8 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) C X ANY AUTO X X BAA53671125 10/01/2015 10/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NOTN OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS (Per accident) $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 D EXCESS LIAR CLAIMS-MADE X X USO53671125 10/01/2015 10/01/2016 AGGREGATE $ 4,000,000 DED X RETENTION$ 10000 $ WORKERS COMPENSATION X STATUTE I OTH- ER AND EMPLOYERS'LIABILITY (A ANY PROPRIETOR/PARTNER/EXECUTIVE Y1. NtA 19628521 10/01/2015 10/01/2016 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 if yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT , $ 500,000 A Installation BK553671125 10/01/2015 10/01/2016 Project 500,000 Floater . Ded 1,000 • DESCRIPTION OF OPERATORS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) WC Officer excluded: Ivan Holloway 'Project: Fayetteville Drake Field (Taxiway Lightning Rehabilitation AIP No.3-05-0020-044-2016-Bid#16-37 Garver Project Number 15041214 -Continued... I CERTIFICATE HOLDER CANCELLATION I CITYFAI .SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fayetteville ACCORDANCE WITHTHE POLICY PROVISIONS. Airport Director IJohnny Roscoe aUTHORIZED REPRESENTATIVE 4500 S School Ave Suite F F1aa'1=ridges 'Fayetteville,AR'7.2701 I ©1988-2014 ACORD COR RATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are re. - - •. marks of ACORD :NOTEPAD. -HOLDER CODE CITYFAI HHELE-1 PAGE"2 INSURED'S NAME H & H Electric, Inc OP ID: SB Date 06/21/2016 Certificate holder Named as Additional Insured on General :Liab, Auto & 'Umbrella Liability w/coverage being primary -& non contributory to Additional Insureds. Waiver of Subrogation applies on Work Comp, General Liability, Auto ,& Umbrella Liability Thirty (30) .Days ''Written .Notice will .be give -to Certificate Holder . GL - Blanket Additional Insured '.Form CG8611 (04/13) GL - Blanket Waiver Form CG8810 (04/13) ' Auto - .Blanket Additional :Insured :Form CA8810(01/10) Auto - Blanket :Waiver Form CA8810 (01/10) WC Blanket Waiver •WC000313 (04/84) -•a� HHELE=1 OP ID: SB ...4,41 "<20 IT CCERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06121/2016 TK1S CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE 'COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), •AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,.the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms•and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). • CONT PRODUCER NAMEACT Sharon Bridges First Arkansas Insurance PHONE 2600 525- FAX Hot Springs,Inc. (A/C.No.Extl;501- �(ac,No): 501.525-2622 P.Q.Box 22270 E-MAILDss:sbridges@faihs.com Hot Springs,AR'71903-2270 Sharon Bridges INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Bridgefieid Casualty insurance IINSURED H &H Electric, Inc INSURER B:Ohio Security insurance Co 24082 • P.O. Box 6425 INSURER C:American Fire&Casualty Co. 24066 Hot Springs,AR 71902 INSURER D:Ohio Casualty insurance 24074 I INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . INSR TYPE OF INSURANCE ADDLISUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR i WVD (MM/DD/YYYY) (MM/DD/YYYY) IB X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE PR X OCCUR X X BKS53671125 10/01/2015 10/01/2016 DAMAGEMISET•ES{Ea RENoccuTErcDence) $ 100,000 X Contractual MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY X !Ee.f LOC PRODUCTS-COMP/OP AGG $ 3,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 C X ANY AUTO X X BAA53671125 10/01/2015 10/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X AUTOSWNED (PerraccitlentDAMAGE $ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 D EXCESS LIAB CLAIMS-MADE X X US053671125 10/01/2015 10/01/2016 AGGREGATE $ 4,000,000 DED X RETENTION$ 10000 $ WORKERS COMPENSATION X I STATUTE EOR TH AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/NX 19628521 10/01/2015 10/01/2016 E.L.EACH ACCIDENT '$ 500,000 OFFICER/MEMBER EXCLUDED? Y N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 A Installation 1BKS53671125 10101/2015 10/01/2016 Project 500,000 IFloater • Ded 1,000 • DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) WC Officer excluded: Ivan Holloway Project: Fayetteville Drake Field 'Taxiway Lightning Rehabilitation AIP No.3-05-0020-044-2016-Bid#16-37 Garver Project Number 15041214 -Continued... • I CERTIFICATE HOLDER CANCELLATION GARVER3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EXPIRATIONTHE DATE Garver LLC ACCORDANCE VWITHTHE POLICY NOTICE WILL BE DELIVERED IN Y PROVISIONS. Attn: Adam White I2049 E.Joyce'Blvd Suite 400 AUTHORIZE. -.EPSENTATtVE Fayetteville,AR'72704 _ Shar•n Br'•ges a ----4.- c ' ^::-2014 ACOR RPORA N. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD HOLDER CODE GARVER3 OP ID:.-1 PAGE NO�EPA©. INSURED'SNAME H &H Electric, Inc OP ID:.SB Date 0612112016 'Certificateholder is Named as Additional .Insured on General Liab, Auto & Umbrella Liability w/coverage :being-primary & non contributory to Additional insureds. Waiver of Subrogation applies on Work Comp, General Liability, Auto .& 'Umbrella "Liability Thirty (30) Days Written Notice will be give to Certificate Holder GL Blanket Additional Insured 'Form CG8611 (04/13) GL - _Blanket Waiver Form CG8810 (04/13) Auto - :Blanket Additional Insured Form CAB810(01/10) Auto - Blanket Waiver 'Form CA8810 (01/10) WC - Blanket Waiver WC0003.13 (04/84) COMMERCIAL GENERAL LIABILITY CG 86 11 01 14 THIS:ENDORSEMENT CHANGES THE POLICY.'PLEASE READ IT CAREFULLY. ADDITIONAL INSURED AUTOMATIC STATUS WHEN "REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU - CONTRACTORS- COMPLETED OPERATIONS This endorsement-modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2. under Section Il—Who Is An insured is amended to include as an insuredany person or organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for • "bodily injury"or"property damage": 1. Caused by"your work" performed for that additional insured that is the subject of the written contract or written agreement; and .2. Included in the"products-completed operations hazard". • However: a) 'The insurance afforded to such additional insured only applies to the extent permitted by law; and b) If coverage.provided to the additional insured is-required.by.a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured 'The insurance provided by this endorsement-applies only-if the written contract or written agreement is signed'prior to'the"bodily injury"or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice.of a'"suit" by.the additional insured as required in Paragraph b.of Condition 2. Duties In The:Event Of Occurrence, Offense,Claim.Or'Suit under.Section IV—Commercial General.Liability Conditions. • B. With respect to the insurance provided by this endorsement,.the'following are added to Paragraph 2. "Exclusions under Section I—Coverage A—Bodily Injury And Property Damage Liability: • This insurance does not apply to: • 1. "Bodily injury"or"property damage"that occurs prior to you commencing operations at the location where such "bodily injury"or"property damage"occurs. 2. "Bodily injury"or"property damage"arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failure to prepare or approve,maps, shop drawings, opinions, reports, surveys,field orders, change orders or drawing and specifications;.and b. Supervisory, inspection, architectural or engineering activities. • ©2013 Liberty Mutual Insurance CG 86 11 04 13 Includes copyrighted material of insurance Services Office,Inc.,with its permission. Page 1 of'2 • C. With respect to the insurance afforded to-these additional insureds, the following is added to Section II— • Limits of Insurance: If coverage provided to the additional insured is required by a contract or agreement,the most we willpay on behalf of the additional insured is the amount of insurance: 1. 'Required by contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is less. "This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. D. With respect to the insurance afforded by this endorsement, Section IV—Commercial General Liability Conditions is amended as follows: • 1. The following is added to Paragraph 2.Duties In-The-Event Of Occurrence,Offense, Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an'occurrence"or an offense that may result in a claim or"suit" under this insurance to us; b. 'Tender the defense and indemnity of any claim or".suit"to all insurers whom also have insurance available to the additional insured;and • c. Agreeto-make:availableany other insurance which the:additional insured-has for-a loss we cover under this Coverage Part. • d. We have no.duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit"by-the additional insured. :2. Paragraph 4. of-Section IV—Commercial General.Liability Conditions is:amended as follows: a. The following is added to Paragraph a. Primary insurance: If an.additional insured's-policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from-the additional insured's policy for damages we cover. • b. The following is-added to Paragraph b.:Excess Insurance: When.a.written contract or written agreement, other than-a premises lease,facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued.by a state or political.subdivision.betw.een you and an additional insured does not require this insurance to be primary or primary'and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated-as a Named Insured. Regardless of the written agreement.between you.and-an additional-insured,this insurance is excess over any other insurance whether primary, excess, contingent or on •any other basis for-which theadditionalinsured has been added as an additional insured on other policies. • ©2014 Liberty Mutual Insurance CG 86 11 01 14 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. `Page.2 of.2 • COMMERCIAL GENERAL LIABILITY CG 88 10 04'13 THIS ENDORSEMENT CHANGES'THE'POLICY. PLEASE READ IT CAREFULLY. • COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX • :---= SUBJECT PAGE NON-OWNED AIRCRAFT ' 2 ;;; • .. , NON-OWNED WATERCRAFT - 2 PROPERTY DAMAGE LIABILITY -ELEVATORS * ' '2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) .2 MEDICAL'PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY 'PAYMENTS •-•COVERAGES A AND 5 '3 F, ADDITIONAL INSUREDS -'BY CONTRACT, AGREEMENT OR PERMIT 'PRIMARY AND NON-CONTRIBUTORY- ADDITIONAL INSURED EXTENSION ADDITIONAL INSUREDS EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" 6 WHO IS AN INSURED -INCIDENTAL MEDICAL.ERRORS/MALPRACTICE AND WHO IS AN 'INSURED -FELLOW EMPLOYEE-EXTENSION -MANAGEMENT EMPLOYEES 6 NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO_DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE,'CLAIIVI OR SUIT 7 LIBERALIZATION CLAUSE • • • 7 BODILY INJURY REDEFINED EXTENDED PROPERTY:DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - '8 WHEN REQUIRED IN,A CONTRACT OR AGREEMENT WITH YOU • • 0 2013 Liberty Mutual Insurance CD 88 10 04 13 includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of.8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by • the endorsement. •• A. NON-OWNED AIRCRAFT • Under Paragraph '2. .Exclusions of Section I - Coverage A - Bodily Injury And 'Property Damage Liability, exclusion •g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; • 2. It'is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of • the United States of America or Canada, designating her or him a commercial or.airline pilot; and •4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this :provision does not apply if there is available to the insured other valid and=collectible insurance, whether primary, excess (other than insurance written to.apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2.Exclusions of Section l•-Coverage-A-Bodily Injury And Property'Damage Liability, Subparagraph (2) of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: • (2) A watercraft you do not own that is: • (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY'DAMAGE LIABILITY -.ELEVATORS 1. Under Paragraph .2.'Exclusions of Section I - Coverage A - Bodily Injury And Property Damage .Liabil- •ity, Subparagraphs (3), (4) and (6)of exclusion j.Damage 'To Property do not apply If such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include 1 vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV - Commercial General Liability Conditions, Condition 4. Other Insurance,-Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent. or on any other basis. 1 D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To'Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph'2.'Exclusions of Section I-Coverage.A-Bodily Injury and Property Damage .Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the follow- ing: Paragraphs (1), (3)_and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or-leakage from an automatic fire protection system) to: • `(i) Premises rented to you'for a period *of'7 or fewer consecutive days; or (ii) Contents that you rent or lease-as part of a premises rental or lease agreement for 'a period of • more 'than 7 days. • Paragraphs (1), (3) and (4) of .this exclusion do not apply to "property damage" to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in 'Section III -.Lirriits of Insurance. 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page'2 of 8 b. 'The last paragraph of subsection .2..Exclusions is replaced by the following: -Exclusions c. through n. do-not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III -Limits Of Insurance. 2. Paragraph •6. under Section, III -_Limits Of Insurance is replaced by the following: • 6. Subject to Paragraph .5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to: -a. Any one premise: • (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for • damage by fire, lightning, explosion, smoke or leakage from automatic protection sys • • - tems; or • b. Contents that you rent.or lease as.part of a premises rental or lease agreement. 3. As regards coverage provided by'this provision D. EXTENDED DAMAGE TO PROPERTY"RENTED TO YOU (Tenant's Property Damage) -Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person 'or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire'protection systems to :premises while rented to you or temporarily occupied by you with •the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". .E. MEDICAL PAYMENTS '.EXTENSION •E If Coverage'C Medical Payments is not otherwise excluded, -the Medical •Payments 'provided by this policy are amended as follows: ' Under 'Paragraph 1. Insuring Agreement of Section 1-Coverage C Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: • (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS -.COVERAGES A AND B 1. Under.Supplementary Payments -Coverages A and.B,Paragraph 'Lb. is replaced by the following: .b. Up to $3,000 for cost of bail.bonds required because 'of accidents or traffic law violations ,arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do'not have to furnish these bonds. F, • 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of'the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. • G. ADDITIONAL INSUREDS -BY CONTRACT, AGREEMENT OR'PERMIT 1. Paragraph .2. under 'Section II -Who Is An Insured is amended .to include as an insured any person or organization. whom . you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or'organization is an additional insured but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole, or in part by: . a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your 'on going operations for the additional insured. that are the subject of-the written contract or written agreement provided that the "bodily injury" or "property damage" occurs, or the "per- sonal and advertising injury" .is committed, subsequent to the signing of such written contract or written agreement; or - O '2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 3 of 8 b. Premises or facilities rented by you or used by you; or • • .c. The maintenance, operation or use by you of-equipment rented or leased to you by such-person or organization; or • d. Operations performed by you or on your behalf for which the -state or political subdivision has • issued a permit subject to the following additional .provisions: • (1) This insurance does not apply to "bodily injury", "property damage", or "personal and ad- vertising -injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or "property damage" .included within the • "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo- sures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: • 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and :2. If coverage provided .to the additional insured is required by a'contract -or agreement, the insur- ance afforded to such additional insured will not be broader than that which you are required by the contract or-agreement 'to provide for such additional insured. With respect to Paragraph 1.a. above; a person's or organization's status as -an additional insured under this endorsement ends when: (1) All work, -including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or'repairs) to be performed by or on behalf of the • additional insured(s) at the location of the covered operations -has-been°completed; or (2) That portion of "your work" out of which the injury .or damage arises has been put to its intended use by any person or.organization other 'than another contractor or subcontractor engaged in performing operations for a principal as a part of thesame project. With respect to Paragraph 1.b. above, a person's -or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises -or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any "occurrence" which .takes place after the equipment rental or.lease agreement has expired or you have returned such equipment -to the lessor. - The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b..of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under :Section IV 'Commercial General Liability Condi- tions. • © .2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with-its permission. . Page 4 of 8 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. "Exclusions under Section 1 -Coverage A-Bodily.Injury And Property Damage Liability: This insurance does-not apply to: • a. "Bodily injury" or"property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where -such "bodily injury" or "property damage" occurs. c. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: • (1) The preparing, .approving, or failing to prepare or approve, maps, shop drawings, opinions, • reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural 'or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, 'training or monitoring of others by that insured, if the "occur- rence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and 'advertising injury", involved the rendering of, or the failure to render, any professional • architectural, engineering or surveying services. $ d. "Bodily injury" or"property damage" • occurring after: • (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other 'than service, maintenance or repairs) to be performed by or on.behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises -has been .put to its intended use.by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as'a part of the same project. -e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL .INSURED -OWNERS, LESSEES OR CONTRACTORS endorsement is- sued by us and made a part of this policy. • 3. With respect to the insurance afforded to-these additional insureds, the following is added to Section III -Limits Of insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will . pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or • b. Available under the applicable Limits of Insurance shown in the Declarations; E . whichever is less. • This endorsement shall not increase 'the applicable Limits of insurance shown in the Declaratio ns. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any:form or endorsement under this policy. Condition 4. Other Insurance of"SECTION IV -COMMERCIAL GENERAL LIABILITY CONDITIONS is amend- ed asfollows: a. The following is added to Paragraph a.Primary Insurance: • If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or.written agreement to provide 'the additional insured coverage on a primary and noncontributory basis, this policy :shall be primary 'and we will not seek contribution from the additional insured's policy for damages we cover. • © :2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 5 of 8 • b. The following is added to Paragraph b.Excess Insurance: When .a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the addi- tional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has.been added as an additional insured on other policies. I. ADDITIONAL INSUREDS :EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies asan additional insured .under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: • a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under this insurance to us; b. Tender the defense and indemnity of any claim or "suit" to all insurers whom .also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this. endorsement until we receive written notice of a"suit" by-the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a•written contract • or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section HI - Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. .2. -WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS I MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section Il -Who Is An insured is replaced with the following: • • (1) "Bodily injury" or"personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee" while in the course of his or her employ- -ment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) 'To the spouse, child, parent, brother or sister of that co-"employee" or "volunteer worker" as a consequence of Paragraph (1) (a) above; a • (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or (b) above; or • (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing :profes- sional health care personnel to others, or if coverage for providing professional health care ser- vices is not otherwise excluded by separate endorsement, this provision (Paragraph (d)) does not apply. Paragraphs (a) and (b) above do not-apply to"bodily injury" or"personal and advertising injury" caused by an "employee" who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's" job responsibilities assigned by you, includes the direct supervision of other "employ- ees" of yours. However, none of these "employees" are insureds •for "bodily injury" or "personal -and .2013 Liberty Mutual insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 6 of 8 advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or "personal and advertising injury", or caused in whole or in part by their intoxica- tion by liquor or controlled substances. The coverage provided by provision .J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section II -Who Is An Insured is replaced by the following: :3. Any organization you-newly acquire or form and over which you maintain ownership or-majority interest, will qualify as a Named Insured if there is no other similar insurance available to.-that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity -was acquired or formed by you; b. Coverage A does not-apply to "bodily injury" or "property damage" that occurred before you rsi acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership, joint $ venture or limited liability company that is not shown as a Named insured in•the Declarations or qualifies as an insured under this provision. L. FAILURE TO..DISCLOSE HAZARDS AND PRIOR OCCURRENCES • Under Section IV Commercial General Liability Conditions, the following is added to-Condition 6. Repre- sentations: Your failure to disclose all hazards or prior "occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded .by this policy provided such failure to disclose all hazards or prior "occurrences" is not intentional. Ni. • KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT • Under Section IV -Commercial General Liability Conditions, the following is added`to Condition 2. Duties in The Event of Occurrence, Offense, Claim'Or Suit: • Knowledge of an "occurrence", offense, claim or "suit" by an agent, -servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II -Who Is An Insured or a person who has been designated .by them to receive reports of "occurrences", offenses, claims or "suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE • If we revise this Commercial General .Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is 1 effective in your state. . A. BODILY INJURY REDEFINED Under Section V -Definitions, Definition .3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sick- ness or disease. © .2013 Liberty Mutual insurance - CC 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 7 of 8