J1 2021 08 05 CLT ATCT STG Specs IFB.pdf

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CLT Storage Building Installation Federal contract opportunity
Solicitation number
697DCK-22-R-00180
Issued by
Department of Transportation Federal Aviation Administration Southwestern Region

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This solicitation requests proposals for the installation of a storage building at the Charlotte Douglas International Airport Air Traffic Control Tower in Charlotte, North Carolina. Offerors must have a current SAM registration and submit proposals in accordance with Sections L and M of the solicitation by the specified due date to be considered for award. An optional pre-proposal site visit is scheduled to review the requirement. All questions must be submitted to the Contracting Officer by March 31, 2022.

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697DCK-22-R-00180 0001.pdf PDF
J1a 2021 08 05 CLT-STG-Design08.05.2021.pdf PDF
L1. BidBond.pdf PDF
J3 Wage Rate NC20220037 02.25.22.pdf PDF
L2. CLT Past Performance Questionnaire.pdf PDF
697DCK-22-R-00180.pdf PDF
J2 COVID-19 Contractual Requirement Rev 1 8-26-20.pdf PDF
L3. Price Proposal - CLT Storage Building.xlsx XLSX spreadsheet

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SPECIFICATIONS

CLT ATCT

ON-SITE STORAGE STRUCTURE

FAA-CLT-1103700

Issued For Construction

August 5, 2021

Charlotte International Airport Charlotte, North Carolina

THIS PAGE INTENTIONALLY LEFT BLANK

FEDERAL AVIATION ADMINISTRATION AUGUST 2021

CHARLOTTE ATCT STORAGE FAA-CLT-1103700

TABLE OF CONTENTS 00 01 10 - 1

TABLE OF CONTENTS

VOLUME 1

DIVISION 01 - GENERAL CONDITIONS

01 00 00 GENERAL PARAGRAPHS

01 10 00 SUMMARY OF WORK

01 10 12 CONSTRUCTION ADMINISTRATION FORMS

01 10 15 ACRONYMS AND DEFINITIONS

01 35 29 HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 56 23 BARRIERS AND ENCLOSURES

01 57 23 HANDLING OF INCIDENTAL FUEL SPILLAGE DURING CONSTRUCTION

01 66 00 GOVERNMENT FURNISHED MATERIAL

01 71 33 PROTECTION OF WORK AND PROPERTY

01 74 13 CONSTRUCTION CLEANING

01 77 10 FINAL CLEANING

01 78 36 WARRANTIES AND GUARANTEES

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 00 FABRICATED PRE-ENGINEERED PRECAST CONCRETE STRUCTURES

APPENDICES:

APPENDIX 1 - US DOT/FAA Specification FAA-C-1217G Electrical Work, Interior

APPENDIX 2 - US DOT/FAA Specification FAA-STD-019f Lightning Protection, Grounding, Bonding and Shielding

APPENDIX 3 - FAA Form 7460-1 Instructions

APPENDIX 4 – EMC 385-1-1 Minimum Basic Outline for Accident Prevention Plans

---- END ----

TABLE OF CONTENTS 00 01 10 - 2

GENERAL PARAGRAPHS 01 00 00 - 1

SECTION 01 00 00 – GENERAL PARAGRAPHS

PART 1 - GENERAL

1.1 DRAWINGS, SPECIFICATIONS, AND OTHER CONTRACT DOCUMENTS

A. Drawings showing general outlines and details necessary for a comprehensive understanding of the work form a part of the Contract Documents. The total number and the titles of the drawings constituting the Drawings are given in the index of the Drawings. All work under the Contract must be performed in all respects in compliance with the requirements of the Contract Documents.

B. The Contract Documents provide for a complete work, and may have been prepared in divisions of various crafts, trades and other categories of work. The Contractor is responsible for the performance of all work under the Contract regardless of any such divisions, and must ensure that all of the work is performed and completed.

C. The FAA will provide the Contractor with one bound copy of the construction drawings and specifications for the Contractor’s use during the execution of the Contract. The Contractor may reproduce these documents for its use during the performance of the work under this Contract.

D. The Contractor must maintain at the Site at all times at least one (1) copy of Drawings, Specifications and all other Contract Documents, together with at least one (1) complete set of approved Shop Drawings and approved samples.

E. The Contractor must make available at the job site one copy of each referenced standard or as directed by the Contracting Officer’s Representative (COR), for the Contractor’s and the FAA’s use during the time that work is covered by the standard.

F. The Contract, Drawings, 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.

G. On the drawings, calculated or figured dimensions govern over scaled dimensions.

H. In the event of a conflict between commercially available or industry standard documents and specific requirements in FAA Orders and Notices, the more stringent shall apply.

I. The contractor is responsible to provide a certification to FAA that all materials used on this project are free of lead and asbestos

J. The Contractor must not take advantage of any apparent error, omission, discrepancy, or ambiguity on the Drawings or Specifications. If any error, omission, discrepancy, or ambiguity is found by the Contractor in the Drawings or Specifications, the Contractor must refer these to the Contracting Officer (CO) prior to beginning work on affected task(s), for interpretation and

GENERAL PARAGRAPHS 01 00 00 - 2

decision, and such decision must be final.

K. The CO has the right to correct apparent errors or omissions in the Drawings and Specifications and to make such interpretations as he may deem necessary for the proper fulfillment of the Contract Documents. During the course of the work, should any conflicts, ambiguities, or discrepancies be found that are not addressed or any discrepancies between the Drawings and the Specifications to which the Contractor has failed to call attention before submitting the offer, then the CO will interpret the intent of the Drawings and Specifications and the Contractor hereby agrees to abide by the CO’s interpretation and agrees to carry out the work in accordance with the decision of the CO. In such event the Contractor will be held to have included in the offer the most proper material and/or method of construction in order to fulfill the intent of the Contract Documents.

L. When a material, article, or equipment is designated by a brand name, and more than one brand name is listed, it will be understood that the design is based on one of the brand name listed products. The Contractor will be responsible for all coordination necessary to accommodate the material, article, or equipment actually being provided.

M. The organization of the specification into divisions, sections and articles, and the arrangement of Drawings does not restrict or limit the Contractor in dividing the Work among Subcontractors or in establishing the extent of work to be performed by any trade.

N. Product and Reference Standards:

1. When descriptive catalog designations including manufacturer’s name, product brand name, or model number are referred to in the Contract Documents, such designations are considered as being those found in industry publications of current issue on the date of the first advertisement for offers.

2. When standards of the Federal Government, State Department of Transportation, Standards Organization such as ASTM, AASHTO, AWS, or ANSI, trade societies, or trade associations are referred in the Contract Documents by specific date of issue, these are considered a part of this Contract. When such references do not bear a date of issue, the current published edition on the date of the first advertisement for offers are considered as part of the Contract.

3. Where in the Contract Documents an item is identified by a particular manufacturer’s name, model or other code it must be interpreted to include other manufacturers’ product of like and equal quality whether the words “or equal” are included or not unless specifically stated otherwise.

4. Wherever a particular manufacturer’s product is required, to the exclusion of all others, appropriate language is included in the Contract Documents.

5. Wherever the terms, “as directed”, “ordered”, “permitted”, “designate”, “as approved”, “approved equal”, “or equal”, “acceptable” and other words of similar meaning which authorize an exercise of judgement are used in the Contract Documents, such judgment is vested only in the CO or designated representative.

6. When a particular manufacturer’s product is used, the Basis of Design and Section 01 25 00 shall be follow and be in conformance.

1.2 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

GENERAL PARAGRAPHS 01 00 00 - 3

A. No deviation from the Drawings, Specifications and other Contract Documents will be permitted without the prior written approval of the CO.

1.3 SUPERVISION AND CONSTRUCTION PROCEDURES

A. At all times during performance of this contract, and until the work is completed and accepted, the Contractor must directly superintend the work or assign and have on the worksite a competent superintendent who is an employee of the Contractor and is satisfactory to the CO and has the authority to act for the Contractor.

B. The Contractor must supervise and direct the Work, using the Contractor's best skill and attention. The Contractor is solely responsible for and has control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work under the Contract including coordination of the duties of all trades, unless the Contract Documents give other specific instructions concerning these matters.

C. The Contractor must control its operations and those of its Subcontractors and Suppliers to assure the least inconvenience to the traveling public. Under all circumstances, safety must be the most important consideration.

D. Contractor must lay out all work well enough in advance to avoid conflicts or interferences with other work in progress so that in case of interference the layout may be altered to suit the conditions, prior to the installation of any work and without additional cost to the FAA. The Contractor must be responsible to coordinate all work and take all action as required to avoid conflicts between trades.

E. Contractor’s use of GFM CAD files

1. General: Computer Aided Design (CAD) files will be provided to Contractor for Contractor's use to avoid conflicts or interferences with other work, subject to the following conditions:

a. While every effort has been made to ensure the accuracy of the information contained in the CAD drawing files, the FAA shall not be responsible for any mistake or inaccuracy that may be contained herein and all such liability and responsibility are expressly disclaimed by the FAA.

1.4 CORRESPONDENCE

A. Contract correspondence must be directed to the CO with a copy to the COR.

B. Send submittals directly to the COR with a copy of the transmittal letter to the CO.

1. All submittals shall be submitted via the FAA’s Knowledge Services Network (KSN). A KSN webpage specific to the project shall be established and the FAA shall provide access to the site for the Contractor.

1.5 LIST OF SUBCONTRACTORS

GENERAL PARAGRAPHS 01 00 00 - 4

A. The Contractor must, within 10 calendar days after award, furnish to the CO with a copy to the COR, a list of subcontractors showing the type of work each will perform. If all subcontracts have not been awarded when the initial list is submitted, the Contractor must update the list monthly.

1.6 WORK NOT INCLUDED

A. Items noted on the drawings, details, or schedules as “Not in Contract” ("N.I.C.”) are not included in this contract.

B. FAA Furnished Insurance

1. FAA is not maintaining any insurance on behalf of Contractor covering against loss or damage to the Work or to any other property of Contractor. In the event Contractor maintains insurance against physical loss or damage to Contractor’s construction equipment and tools, such insurance must include an insurer's waiver of rights of subrogation in favor of FAA.

1.7 EXISTING WORK

A. The disassembling, disconnecting, cutting, removal, or altering in any way of existing work must be carried on in such a manner as to prevent injury or damage to all portions of existing work, whether they are to remain in place, be re-used in the new work, or be salvaged and stored.

B. All portions of existing work which have been cut, damaged, or altered in any way during construction operations must be repaired or replaced in kind in an approved manner to match existing or adjoining work. All work of this nature must be performed by the Contractor at his expense and must be as directed. Existing work must, at the completion of all operations, be left in a condition as good as existed before the new work started.

1.8 MATERIALS AND EQUIPMENT TO BE SALVAGED

A. Except where specifically specified otherwise herein, or designated on the drawings, all existing materials and equipment which are required to be removed or disconnected to perform the work but are not indicated or specified for use in the new work, becomes the property of the Contractor and must be disposed of properly.

1.9 UNCOVERING AND CORRECTION OF WORK

A. Uncovering Work

1. If any portion of the Work is covered contrary to the COR's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the COR be uncovered for his observation and be recovered (if corrections are not required)

GENERAL PARAGRAPHS 01 00 00 - 5

or be corrected, if applicable, at the Contractor's expense without change in the Contract Time.

B. Correction of Work

1. The Contractor must promptly correct Work rejected by the COR that fails to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor must bear all costs of correcting such rejected Work, including additional testing and inspections and compensation for the COR's services and expenses incurred by the FAA.

2. If, within two years after the date of Substantial Completion of the Work or designated portion thereof, or after the date for commencement of warranties established above, or by terms of an applicable special warranty required by the Contract Documents, any of the work is found to be not in accordance with the requirements of the Contract Documents, the Contractor must correct it promptly after receipt of written notice from the FAA to do so unless the FAA has previously given the Contractor a written acceptance of that specific condition. This period of two years must be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. This obligation survives acceptance of the Work under the Contract and termination of the Contract. The FAA must give such notice within a reasonable amount of time after discovery of the condition.

3. The Contractor must remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the FAA.

4. If the Contractor fails to correct nonconforming Work within a reasonable time, the FAA may correct it in accordance with General Provisions. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from the COR, the FAA may correct or remove such nonconforming work and all costs for such corrections or removals must be assessed against the Contractor.

5. The Contractor must bear the cost of correcting destroyed or damaged Work, whether completed or partially completed, of the FAA or separate contractors caused by the Contractor's performing correction or removal of Work which is not in accordance with the requirements of the Contract Documents.

6. Nothing contained herein shall be construed to establish a period of limitation with respect to other obligations that the Contractor might have under the Contract Documents. Establishment of the time period of two years as described above relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability and damages with respect to the Contractor's obligations other than specifically to correct the Work.

1.10 UNDERGROUND UTILITIES

A. Utilities Encountered - Efforts have been taken to locate all the underground utilities and cables on the contract drawings; however, unforeseen utilities and underground cables may be

GENERAL PARAGRAPHS 01 00 00 - 6

encountered. Actual cable locations must be verified in the field by the Contractor by hand digging a minimum of five (5') on each side of the cable. FAA owned cable will be marked by the FAA prior to the start of work by the Contractor.

1.11 LOCATION OF SERVICES

A. The FAA 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 drawings.

Any inaccuracy or omission in such information must not relieve Contractor of its responsibility to protect such existing features from damage or unscheduled interruption of service.

1.12 COOPERATE WITH OTHER ENTITIES

A. Cooperate with the FAA and other public or private utility services, or a utility service of another government agency that may be authorized by the FAA to construct, reconstruct, or maintain such utility services or facilities during the progress of the work. Control operations to prevent the unscheduled interruption of such utility services and facilities.

1.13 NOTICE TO FAA/OPERATORS

A. Prior to commencing the work in the general vicinity of an existing utility service or facility, Contractor must notify each FAA/operator in writing of activities that might affect its interests.

If, in Contractor’s opinion, the FAA/operator’s assistance is needed to locate the utility service or facility or the presence of a representative of the FAA/operator is desirable to observe the work, such advice should be included in the notification. Furnish a copy of such written notices to COR.

1.14 EXCAVATION METHODS

A. Where the outside limits of an underground utility service have been located and staked on the ground, Contractor must use excavation methods acceptable to the COR as may be required to insure protection from damage due to Contractor’s operations.

1.15 DAMAGE TO SERVICES

A. Should Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, it must immediately notify in writing the FAA/operator, appropriate public safety authorities, and the COR and must take all reasonable measures to prevent further damage or interruption of service. Cooperate with the utility service or facility FAA and the COR continuously until such damage has been repaired and service restored.

1.16 FAILURE TO PROTECT PROPERTY

GENERAL PARAGRAPHS 01 00 00 - 7

A. Contractor will not be entitled to any extension of time or compensation on account of Contractor’s failure to protect all facilities, equipment, materials and other property as described herein. All costs in connection with any Improvements or restoration necessary or required by reason of unauthorized obstruction, damage, or use must be borne by Contractor.

1.17 UTILITY CONTRACTOR LICENSING REQUIREMENTS

A. Contractor must comply with all state and local requirements for construction of utilities.

1.18 ASBESTOS AND LEAD FREE CERTIFICATION

A. FAA policy is to construct all new facilities without asbestos or lead containing products. The Contractor must provide a letter on his company’s standard letter head stating that to the best of his knowledge no product or material used on this project contains asbestos or lead. The statement must include the name of the project and the contract number and must be signed by an officer of the company. The statement must be furnished within 10 calendar days of the Substantial Completion date. Submission of this statement is a condition for final payment under the contract.

B. Verification: If the FAA suspects the presence of asbestos or lead, tests will be performed on the material or product at the FAA’s expense. If it is determined that the product or material does contain asbestos or lead, then the Contractor must remove the product or material and replace at his own expense including the expense of the testing and any retesting that may be necessary.

C. Non – Compliance: If the Contractor fails to provide the above statement, then the FAA may have a complete building survey performed by a qualified testing firm and the costs deducted from the Contractor’s final payment.

1.19 SAFETY DATA SHEETS (SDS):

A. The Contractor must submit to the COR Safety Data Sheets (SDS) for all materials and/or products utilized during the course of the project accomplishment. During the course of the project, both the COR and the Contractor must routinely check products utilized on-site to ensure only products which have had SDS submitted are utilized. Copies of all SDS must be turned over to the local FAA office for their records.

1.20 INITIAL SUBMITTALS

A. The following submittals are required to have FAA approval prior to Notice to Proceed.

1. Section 01 10 00 SUMMARY OF WORK (INITIAL SCHEDULE)

2. Section 01 71 33 PROTECTION OF WORK AND PROPERTY

3. Section 13 34 00 FABRICATED PRE-ENGINEERED PRECAST CONCRETE

STRUCTURES

GENERAL PARAGRAPHS 01 00 00 - 8

1.21 KNOWLEDGE SHARING NETWORK (KSN) SITE

The FAA maintains a joint use internet site for the purpose of electronic communication with the Contractor. It is a requirement to use this KSN site for submittals, RFI’s and other communications with the government. The government will provide access and required passwords to allow access to this site.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

END OF SECTION 01 00 00

SUMMARY OF WORK 01 10 00 - 1

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Work phases.

4. Work under other contracts.

5. Products ordered in advance.

6. FAA-furnished products.

7. Use of premises.

8. FAA's occupancy requirements.

9. Work restrictions.

10. Specification formats and conventions.

11. Permits and Fees

12. Insurance

1.2 DEFINITIONS

A. Contracting Officer’s Representative (COR): Individual authorized to receive and distribute information on the behalf of the Contracting Officer. Also referred to as the Contracting Officer’s Technical Representative (COTR) and/or Resident Engineer (RE) in some instances.

B. Recycled Content: The recycled content value of a material assembly shall be determined by weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to determine the recycled content value.

1. "Post-consumer" material is defined as waste material generated by households or by commercial, industrial, and institutional facilities in their role as end users of the product, which can no longer be used for its intended purpose.

2. "Pre-consumer" material is defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or scrap generated in a process and capable of being reclaimed within the same process that generated it.

C. Recycled Content: The percentage by weight of constituents that have been recovered or otherwise diverted from the solid waste stream, either during the manufacturing process (pre-consumer), or after consumer use (post-consumer).

1. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product are not recycled materials.

SUMMARY OF WORK 01 10 00 - 2

2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre-consumer recycled materials.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Charlotte - Airport Traffic Control Tower Storage Structure, including utilities.

B. FAA's Lead Project Engineer: FAA Eastern Service Area, 1701 Columbia Avenue, College Park, GA 30337

C. CO (Contracting Officer):

D. The Work consists of the construction of the following:

1. Earthwork and Foundation

2. Precast Structure

3. Underground Electrical

4. Interior Electrical and Lighting

5. Utilities and ancillary site components

1.4 TYPE OF CONTRACT

A. Project will be constructed under a firm fixed price contract awarded to a single contractor.

1.5 WORK PHASES

A. The Work shall be conducted in one phase. The Contractor will be responsible for determining the sequence of operation to maintain security of the airport and the construction site.

B. Before commencing Work, submit a schedule showing the sequence, commencement and completion dates for all of the Work.

1. Schedule shall be bar style chart.

C. 3 week look ahead schedules shall be provided weekly throughout the duration of the project.

1.6 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

1.7 USE OF PREMISES

A. General: Contractor shall have full use of construction area as outlined in the Contract Documents and shall limited access to the rest of the premises for construction operations, SUMMARY OF WORK 01 10 00 - 3 during the construction period. Contractor's use of premises outside the construction area shall be approved by the COR.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1.8 WORK RESTRICTIONS

A. Normal working hours are 0700 to 1600, Monday through Friday (except U.S. Federal holidays). Contractor requests to work outside normal working hours require COR approval.

However, the COR has full discretion to approve or disapprove, or withdraw approval of requests. If the contractor desires to work outside normal hours (including Saturdays, Sundays, and holidays), he shall submit his written request to the COR at least 48 hours in advance.

Some typical constraints on working outside normal working hours are:

1. The Contractor’s request must be made at least two days in advance (e.g., request received by close of business Wednesday for work on following Saturday). Prior to submitting the request, the Contractor must coordinate as needed (such as utility outages) and have all required people and materials for the work that will be performed.

2. A Contractor with quality or safety problems (as determined by the COR) will be restricted to normal working hours. Contractors may also not work time outside of normal working hours if they are not present on the job site during normal working hours.

3. A Contractor who fails to correct deficiencies within a reasonable time (as determined by the COR) will be restricted to normal working hours or may be allowed to work outside normal working hours only to correct those deficiencies.

4. The Contractor shall schedule his work to cause the least amount of interference to normal activities.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by FAA or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by FAA or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Notify FAA COR not less than 10 days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without FAA and utility company written permission.

D. Nonsmoking Building: Smoking is not permitted inside the buildings or within 25 feet of the building entrances, operable windows or openings, outdoor air intakes throughout the duration of the construction.

E. Limits on Operations: The FAA has established moratorium dates for construction activity at critical facilities including the Charlotte International Airport. The intent is to minimize the possibility of any activity that may have an adverse impact on the ability of FAA to perform its operational activities. Moratorium dates may change without notice. The moratorium dates are generally:

SUMMARY OF WORK 01 10 00 - 4

November – Friday before Thanksgiving through Monday after Thanksgiving December/January – Friday before Christmas through Monday after New Years

All construction activity during moratorium periods must be approved in advance by the FAA.

Submit items of work to be performed during moratorium dates no later than forty-five (45) days prior to the moratorium dates. Activities that have, in the sole opinion of the FAA, potential to negatively impact FAA operations will not be approved. A written waiver will be provided by FAA to the Contractor outlining the allowable work items. No additional time or cost will be allowed for such denial.

1.11 SPECIFICATION FORMATS AND MISCELLANEOUS PROVISIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 50-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in these Specifications are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.12 PERMITS AND FEES

A. Listed below are the agencies that govern this project. Unless otherwise noted, Contractor is responsible for applying for utility services, obtaining required permits, and payment for any associated fees. Compliance is required with the conditions of all permits that have been issued.

Additional permits may need to be obtained by the Contractor and all fees must be paid by the Contractor.

SUMMARY OF WORK 01 10 00 - 5

1. Air Space– All permanent and temporary work, including cranes, must comply with FAA Obstruction Evaluation / Airport Airspace Analysis (OE/AAA) requirements. Contractor shall file a Request for Construction for permanent structures on Airport. The Request should be submitted online. The website for more information and to obtain the appropriate forms is https://oeaaa.faa.gov/oeaaa/external/puntal.jsp. Erection of the crane will not be permitted without approval of the form. No claim for delay will be allowed for failure to submit the form in a timely manner. Allow a minimum of sixty (60) days for processing. Contractor is responsible for follow up with the issuing office after submittal.

2. The contractor will be responsible for any additional fees, payments or applications required for the site utilities that have not been identified above.

B. BUILDING PERMIT APPLICATIONS

Contractor will not be required to obtain a Building Permit from the City of Charlotte.

C. CERTIFICATE OF OCCUPANCY

Contractor will not be required to obtain a Certificate of Occupancy from the City of Charlotte.

1.13 INSURANCE

A. Insurance Requirements

The Contractor shall at its sole expense, procure and maintain in effect at all times during the performance of the Work insurance coverage with insurers and under forms of policies satisfactory to the FAA, and with limits not less than those set forth in the contract.

The contractor shall not commence work until he/she has obtained, and the Contracting Officer has approved, all insurance required within the contract, nor shall the contractor allow any subcontractor(s) to commence work on a subcontract until all similar insurance required of the subcontractor has been obtained and approved. The successful contractor shall be required to procure and maintain bodily injury, general liability, and property damage liability insurance in his/her own name as protection against damages to persons or property, including injury or death, which may result from his/her performance of the work.

The insurance required shall be written for not less than the limits of liability specified in the contract documents, or required by law, whichever is greater. The proof of insurance shall be furnished within ten (10) days from the date of the Notice of Award to the Contracting Officer for approval.

The insurance limits shall be maintained during the entire performance or contract work. No cancellations of any insurance, whether by the insurer or by the insured, shall be effective unless written notice thereof is given to the Contracting Officer at least thirty (30) days prior to the intended effective date thereof, which date has been expressed in the notice. Prior to the effective date of any such cancellation, the contractor shall take out new insurance to cover the policies so canceled. All insurance policies referred to shall be underwritten by companies authorized to do business in the state of construction. The Certification shall be an “ACCORD” certificate with the Contract number and job location identified.

SUMMARY OF WORK 01 10 00 - 6

Workmen's Compensation Insurance

This contract shall be void and of no effect unless the contractor secures compensation for the benefit of (and keep insured during the life of this contract) such employees as are required to be insured by the Workmen's Compensation Insurance Law in the state of construction. The contractor hereby agrees to secure such compensation in the manner prescribed by law. The contractor shall require any subcontractors similarly to provide Workmen's Compensation Insurance for all the latter's employees to be engaged in the work unless such employees are covered by the protection afforded by the contractor's Workmen's Compensation Insurance.

The above-indicated insurance shall be maintained during the entire performance of contract work. No cancellation of any insurance, whether by the insurer or by the insured, shall be effective unless written notice thereof is given to the Contracting Officer at least thirty (30) days prior to the intended effective date thereof, which date has been expressed in the notice. Prior to the effective date of any such cancellation, the contractor shall take out new insurance to cover the policies so canceled. All insurance policies referred to shall be underwritten by companies authorized to do business in the state of construction.

B. FAA Furnished Insurance

1. FAA is not maintaining any insurance on behalf of Contractor covering against loss or damage to the Work or to any other property of Contractor. In the event Contractor maintains insurance against physical loss or damage to Contractor’s construction equipment and tools, such insurance shall include an insurer's waiver of rights of subrogation in favor of FAA.

C. Notifications

1. In accordance with the submittal requirements outlined above, Contractor shall deliver the original and two (2) copies of the Certificate(s) of Insurance required by this clause and all subsequent notices of cancellation, termination and alteration of such policies to the CO with a copy to the COR.

D. Certificate of Insurance

1. The scope of coverage shall be shown on the certificate of insurance as “All operations of the Named Insured”.

1.14 SECURITY REQUIREMENTS

A. Personnel List: Contractor shall provide the Resident Engineer with a list of Contractor's personnel who will require access to the site. The list shall be kept current during project work.

The Contractor shall provide all personnel with readily identifiable numbered badges during the period their access to the site is required. Badges shall be worn on outer clothes at all times when on airport property and at work in the site.

B. Security Investigation: If contractor needs access to active facility, Contractor's site superintendent shall submit to an FAA security background check and obtain an official FAA contractor ID badge. Other Contractor personnel may be subject to security investigation by FAA. Upon request by the Contracting Officer’s Representative, the Contractor shall promptly complete all security forms provided by FAA.

SUMMARY OF WORK 01 10 00 - 7

C. Communication: The Contractor shall request through the COR, a meeting with the Airport Manager and Control Tower personnel to discuss planned Contractor activities in the controlled airport operation area.

D. Airport Requirements: Contractor must also meet all the Airport's security requirements for work at the airport. FAA will not provide escorts, communication, or transportation.

PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 01 10 00

SUMMARY OF WORK 01 10 00 - 8

CHARLOTTE ATCT STORAGE FAA-CLT- 1103700

CONSTRUCTION ADMINISTRATION FORMS 01 10 12 - 1

SECTION 01 10 12 - CONSTRUCTION ADMINISTRATION FORMS

PART 1 – GENERAL

1.1 INDEX OF CONSTRUCTION ADMINISTRATION FORMS:

Notice of Proposed Construction Alteration RFI Standard Form Approval or Disapproval of Contractor’s Materials or Shop Drawings Resident Engineer Environmental and Occupational Safety and Health Checklist Hot Work Permit Pre-Construction and Maintenance Project Safety and Health Checklist (FAA 3900-18)

SEE DIVISION 2 FOR ADDITIONAL FORMS ASSOCIATED WITH REMOVAL AND DISPOSAL OF

HAZMAT

Contractor shall submit a copy of Airspace Form 7460.1 to COR Contractor shall be responsible to follow up with airport division within 2 weeks of submission to verify receipt and ensure timely processing of the form.

PART 2 - EXECUTION

A. During the administration of the Contract, the Contractor will be required to complete various construction administration forms as a part of the Management System. These forms are identified above and will be issued at the Pre-Construction Conference. These forms may be revised during the construction period and the Contractor will be required to comply with any such revisions.

B. Contractor shall submit a copy of Airspace Form 7460.1 to COR

a. Contractor shall be responsible to follow up with airport division within 2 weeks of submission to verify receipt and ensure timely processing of the form.

CHARLOTTE ATCT STORAGE FAA-CLT- 1103700

CONSTRUCTION ADMINISTRATION FORMS 01 10 12 - 2

Please Type or Print on This Form Form Approved OMB No. 2120-0001 FAA Form 7460-1 (2-99) Supercedes Previous Edition NSN: 0052-00- 012-0008

U.S. Department of Transportation Federal Aviation Administration

Failure To Provide All Requested Information May Delay Processing of Your Notice

Notice of Proposed Construction or Alteration

FOR FAA USE ONLY

Aeronautical Study Number

1. Sponsor (person, company, etc. proposing this action) :

Attn. of:

Name:

Address:

City: State: Zip:

Telephone: Fax:

2. Sponsor's Representative (if other than #1) :

Attn. of:

Name:

Address:

City: State: Zip:

Telephone: Fax:

3. Notice of: New Construction Alteration Existing

4. Duration: Permanent Temporary ( months, days)

5. Work Schedule: Beginning End

6. Type: Antenna Tower Crane Building Power Line Landfill Water Tank Other

7. Marking/Painting and/or Lighting Preferred:

Red Lights and Paint Dual - Red and Medium Intensity White White - Medium Intensity Dual - Red and High Intensity White White - High Intensity Other

8. FCC Antenna Structure Registration Number (if applicable):

9. Latitude: ______ ° ______ ' ______ . ______ "

10. Longitude: ______ ° ______ ' ______ . ______ "

11. Datum: NAD 83 NAD 27 Other

12. Nearest: City: State:

13. Nearest Public-use (not private-use) or Military Airport or Heliport:

14. Distance from #13. to Structure:

15. Direction from #13. to Structure:

16. Site Elevation (AMSL): ft.

17. Total Structure Height (AGL): ft.

18. Overall height (#16. + #17.) (AMSL): ft.

19. Previous FAA Aeronautical Study Number (if applicable):

- OE

20. Description of Location: (Attach a USGS 7.5 minute Quadrangle Map with the precise site marked and any certified survey.)

21. Complete Description of Proposal:

Frequency/Power (kW)

Notice is required by 14 Code of Federal Regulations, part 77 pursuant to 49 U.S.C., Section 44718. Persons who knowingly and willingly violate the notice requirements of part 77 are subject to a civil penalty of $1,000 per day until the notice is received, pursuant to 49 U.S.C., section 46301 (a).

I hereby certify that all of the above statements made by me are true, complete, and correct to the best of my knowledge. In addition, I agree to mark and/or light the structure in accordance with established marking and lighting standards as necessary.

Date

Typed or Printed name and Title of Person Filing Notice

Signature

Federal Aviation Administration

Request For Information No. 000

Title:

From: Project: To:

Contractor Contractor address

Phone:

Fax:

Contact:

JOB TITLE

Job Location

Contract:

Phone:

Fax:

RE:

Drawing or Spec:

Attachments? No

Date Started:

Date Required:

Date Completed:

Priority: Normal Potential Cost Impact? Yes No Potential Schedule Impact? Yes No If yes to either, explain below.

Question (Include Potential Impacts):

Response:

By: , FAA Date:

APPROVAL OR DISAPPROVAL OF CONTRACTOR’S

MATERIALS OR SHOP DRAWINGS

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

1. TO: 2. DATE CONTRACTOR’S SUBMITTAL RECEIVED:

3. DATE SUBMITTAL RETURNED:

Contractor Address

Tel: Fax:

4. GOV’T TRANS. NO.

5. CONTRACTOR’S TRANS. NO.

6. PROJECT NAME

7. CONTRACT NUMBER

ATTN:

8. TRANSMITTAL REFERENCE TO CONTRACT DRAWINGS and/or SHOP DRAWINGS

9. TRANSMITTAL REFERENCE TO CONTRACT DRAWINGS AND PARAGRAPH NUMBER and/or CHANGE ORDER NUMBER

10. FACTS:

Gentlemen: We are returning herewith the following Submittal Data:

A. B. C. D. E. APPROVAL F.

ITEM

NO.

NO.

COPIES NAME OF SUPPLIER TYPE OF MATERIAL OR EQUIPMENT AS

SUBMITTED

AS

NOTED*

NOT

APPROVED

REVISE

AND

RESUBMIT

G. REMARKS

H. STIPULATIONS

*Data marked “Approved as Noted” is satisfactory, contingent upon contractor acceptance of corrections and/or notations, and if accepted does not require re-submittal.

†Data marked “Not Approved” does not meet job requirements, and contractor must re-submit on proper basis.

Approval of Data does not obviate Contractor Responsibility for correct take-off or installation clearance.

Carbon Copies Transmitted To:

Sincerely, Resident Engineer

FAA Form 3900-19 (03/13) Electronic Version (PDF) Page 1 of 12

This checklist is intended to be used as a tool by the resident engineer (RE) and other personnel overseeing construction to ensure adherence to Environmental and Occupational Safety and Health (EOSH) requirements at a project site. . It must be noted that contractors are responsible for ensuring the safety of their employees. The checklist may be used by the RE as a tool to support their oversight role at the construction site. The checklist may be completed at the beginning of the project and reviewed and updated as the project proceeds.

This checklist relies on the training and professional judgment of the user. EOSH personnel should be consulted as needed.

The purpose of this section is to provide a brief description of the construction project and/or specific maintenance tasks, and identify key personnel responsible for project completion. Fill in the requested site-specific information. Indicate if this work will occur in or adjacent to an occupied space.

Note: Provide further explanation of activities on additional sheets if necessary.

The following questions cover the most common EOSH related areas that may be encountered. This list is not inclusive. Consult with your designated EOSH professionals for additional guidance and assistance.

Construction Safety Subject Area Yes No/NA Comment

GENERAL

The project has the budget, work force, and schedule to develop an Accident Prevention Plan.

The accident prevention plan must include procedures for;

Preventing Accidents, Educating Employees and Conducting Accident Investigation.

29 CFR 1926 Subpart C

The construction site will be inspected before, during and after each shift for obvious hazards.

OSHA has the right to enter the work site to conduct an inspection at any time. Conducting routine inspections, correcting potential violations, and maintaining good general housekeeping can minimize possible findings.

29 CFR 1903.3, 29 CFR 1926.3(a), 29 CFR 1926.25

A bulletin board will be posted with all required OSHA Notifications, safety literature, copies of accident reports and OSHA 300 Form.

Each employer is required to establish a location for posting of information, including: copies of the OSHA standards, specific safety standards, accident reports, and State specific safety postings.

29 CFR 1903.2(a)(1) and (2)

Concrete and/or masonry construction will take place as part of the project

If yes, complete Concrete and Masonry section below.

29 CFR 1926.700(a)

Structural Steel erection will take place as part of this project.

If yes, complete Steel Erection section below.

29 CFR 1926.750(a), (b) and (c)

The project will require welding, cutting, and/or brazing. If yes, complete Welding, Cutting, and Brazing section below.

29 CFR 1926.350, 1926.351 and 1926.352

This project will involve structural demolition. If yes, complete Demolition section below.

Section C. Construction Safety Subject Areas

Project Name and Description:

Project Location:

Facility:

Planned Start Date:

Expected Completion Date:

Contractor Contact: Name:

Project/Design Representative:Name:

COTR/Specialist:

EOSH Contact:

Facility Representative:

Name:

Name:

Name:

Phone:

Phone:

Phone:

Phone:

Phone:

Section B. Project Summary Information

Section A. Purpose

FAA Form 3900-19 (03/13) Electronic Version (PDF) Page 2 of 12

Construction Safety Subject Area Yes No/NA Comment

CONCRETE and MASONRY

Formwork and shoring must be adequate to support all intended loads during concrete placement.

29 CFR 1926.703(a)(1)

All protruding reinforcing steel will be guarded to eliminate impalement hazards.

29 CFR 1926.701(b)

All forms and shoring shall remain in place until a competent person determines that the concrete can support its weight and the weight of any superimposed loads.

29 CFR 1926.701(a)

Shoring equipment must be inspected immediately prior to, during and immediately after concrete placement.

29 CFR 1926.703(b)(3)

Work conducted over 4 feet above the next lower level shall comply with fall protection requirements.

See Climbing/Walking and Work Surfaces.

Pre-cast wall units, structural framing, and tilt-up wall panels shall be supported to prevent overturning and collapse until permanent connections are made.

29 CFR 1926.704(a)

A limited access zone will be established during masonry wall construction.

29 CFR 1926.701(c)

All masonry walls over eight feet in height shall be braced or supported to prevent collapse.

29 CFR 1926.706(b)

STRUCTURAL STEEL ERECTION

The project has the schedule, budget and manpower needed to ensure the concrete attains 75% of its compressive strength.

Prior to beginning steel erection the prime/controlling contractor must provide written notice to the steel erection firm that the concrete has attained at least 75% of its compressive strength.

29 CFR 1926.751(a)

The project will require development of a site-specific traffic plan and site-specific erection plan.

Qualified person (also defined in § 1926.32) means one who, by possession of a recognized degree, certificate, or professional standing, or who by extensive knowledge, training, and experience, has successfully demonstrated the ability to solve or resolve problems relating to the subject matter, the work, or the project.

The controlling contractor is responsible for traffic control on the site to allow ease of steel delivery and movement of derricks, cranes, etc. Further, to ensure employee safety a site specific erection plan is required to be developed by a “qualified person.”

29 CFR 1926.752(c)(1) and (d)

The project requires inspections of all cranes, derricks, etc. by a qualified person before beginning each shift and of all rigging by a qualified rigger.

The contractor should supply or be able to supply their shift inspection form for equipment being used on the site. 29 CFR 1926.753(c)(1) and (2)

The crane or derrick operators training certificate is on site and copies of the certificates are maintained in the project file.

American National Standards Institute (ANSI) B30.2 through B30.22.

The crane operation is performed by a qualified or certified operator, with appropriate clearance from power lines and appropriate work area control.

OSHA Crane standard was recently revised extensively to cover crane operations, including certifications, operation, and training requirements.

29 CFR 1926.1400

The project requires all decking or roofing holes where an employee could fall 15 feet or more be guarded with railings, netting, perimeter safety wire, etc.

Any openings in decking or roofing are required to be closed unless structurally impossible. In the case were the whole cannot be decked or roofed over, fall protection must be installed, or the opening must be guarded.

29 CFR 1926.760(a)(1)

Protection from overhead falling objects will be required.

29 CFR 1926.759(b)

Fall protection training and equipment will be provided for all employees working over 6 feet above the next lower deck and Controlled Decking Zone (CDZ) training for all personnel required to work on a CDZ.

29 CFR 1926.760(a) and (c), 1926.761(b) and (c)(3)

A safety railing of at least a 1/2 inch wire rope or equivalent is installed approximately 42 inches around the periphery of all temporary planked or temporary metal decked floors of tiered buildings and other multi-floored structures during structural steel assembly.

29 CFR 1926.750(b)(1)(iii)

FAA Form 3900-19 (03/13) Electronic Version (PDF) Page 3 of 12

DEMOLITION

Demolition with Hazardous Materials (HazMat) A hazardous material assessment will be conducted to identify any…

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