SOW Resealing MHT ATCT Tower and Base Building .pdf

Specifications U.S. Department of Transportation

Federal Aviation Administration

RE-SEALING PROJECT

ATCT

TOWER & BASEBUILDING

MANCHESTER-BOSTON REGIONAL AIRPORT

MANCHESTER, NH

FOR CONSTRUCTION

PREPARED BY: AJW-E211J

JCN: 19004251

DATE: MARCH 2020

FEDERAL AVIATION ADMINISTRATION MARCH 2020

MANCHESTER-BOSTON REGIONAL AIRPORT, RE-SEALING PROJECT

TABLE OF CONTENTS 00 01 10 - 1

00 01 10

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS AND ACCESS

01 33 00 SUBMITTAL PROCEDURES

MATERIAL APPROVAL SUBMITTAL FORM

01 35 29 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES

ESA HOT WORK MEMO - APPENDIX B

01 41 00 REGULATORY REQUIREMENTS

01 42 00 REFERENCES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 56 00 TEMPORARY BARRIERS AND ENCLOSURES

01 61 00 BASIC PRODUCT REQUIREMENTS

01 74 00 CLEANING

01 77 00 CLOSEOUT PROCEDURES

01 78 00 CONTRACT CLOSEOUT SUBMITTALS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 91 JOINT SEALANT REHABILITATION AND REPLACEMENT

07 18 00 TRAFFIC COATINGS

07 95 13 EXPANSION AND SEISMIC JOINT COVER ASSEMBLIES

DIVISION 09 – FINISHES

09 67 23 RESINOUS FLOORING

09 96 53 ELASTOMERIC COATINGS

APPENDIX

APPENDIX A – SITE PHOTOS

APPENDIX B – SAFETY REQUIREMENTS FOR WELDING, CUTTING OR BRAZING

END OF SECTION 00 01 10

TABLE OF CONTENTS 00 01 10 - 2

PAGE INTENTIONALLY LEFT BLANK

SUMMARY OF WORK 01 10 00 - 1

SECTION 01 10 00

SUMMARY OF WORK

PART 1 - GENERAL

SCOPE OF WORK:

These specifications cover the requirements of the Federal Aviation Administration (FAA) for work associated with the sealing project serving the Manchester-Boston Regional Airport in Manchester, NH. The primary work is to replace the existing sealant system as defined in the areas below, with an option to power-wash and seal the tower building. All work shall include all labor, materials, supplies, and equipment necessary as described in this specification and drawings.

The contractor shall provideall labor, material, equipment, tools, transportation, and supplies required to complete the work under this contract.

Tasks under this contract shall include:

BASE BUILDING.

a. Removing and replacing the exterior caulking and/or sealant system as shown below:

• (4) Vertical control joints, found on East and North Elevation

• (2) Vertical joints, found between base building and tower

• (6) Louvers, varying in sizes

• (10) Windows, varying in sizes

• (10) Doors, varying in sizes

TOWER

a. Removing and replacing the exterior caulking and/or sealant system as shown below:

• (5) Vertical Joints from Ground Level to Level 8A, (SV-XX Series)

• (10) Vertical Joints from Level 8A to Level 9, Junction Level, (TV-XX Series)

• (20) Vertical Joints from Level 9 (soffit), to Level 10, (JV-XX Series)

• (18) Horizontal Joints, including around insulated metal panels, from ground level to Level 10, (SH-XX Joints)

• (2) Louvers, found on Level 3 and Level 9

• (19) Windows, found on Level 10

b. Catwalk area, including 1 foot up the lower walls on both sides: Prepare and apply approximately 1120 SF of Polycrete SLB Epoxy System or approved equal. Work shall be performed as defined in Section 09 67 23 Resinous Flooring.

The installation of new sealant shall conform to manufacturer’s recommendation to achieve a 20 year warranty, per specification Section 07 01 91 - Joint Sealant Rehabilitation and Replacement. It shall include all associated accessories, including but not limited to backer rod, primer, etc. Prior to the installation of the new sealant system, the contractor shall perform a field adhesion test on a small joint segment. The test shall demonstrate the adequate installation method necessary to achieve a sound and water-proof joint system.

OPTION:

Provide pricing for all labor, material, and equipment required to perform the following task:

SUMMARY OF WORK 01 10 00 - 2

Power-wash and seal the tower’s exterior concrete wall as defined in Section 07 19 00, from grade level to below cab windows, with MaterProtect H 440 VT or approved equal.

Prep surface and applied seal as recommended by the manufacturer.

Provide temporary sanitary facilities to be used by workers on site. Facilities shall remain on site for the duration of the contract. If the Contractor requires storage area, then the Contractor will need to provide his own portable shelter to be located on site. Final location will be coordinated with the COR and approved by the COR.

Provide a suitable dumpster for construction waste or remove all waste daily from site. The Contractor shall have container emptied with suitable frequency so that trash does not overflow and blow around site and adjacent property. A cover is required and shall be provided on the dumpster in order for the refuse not to blow out. The Contractor shall be responsible for the timely, legal disposal of all construction waste.

DIVISION OF SPECIFICATIONS:

These specifications are divided for convenience into sections as set forth in the table of contents.

The items of work listed under each section are given for convenience and shall not be construed as a comprehensive list of items necessary to complete the work of any section.

Standard references:

Military, Federal, and Society Institutes and Associations, standards, specifications and codes, of the issues in effect on the date of the Request for Offer, form a part of this specification and are applicable to the extent specified in each specification section.

LIST OF DRAWINGS:

The following list of drawings form a part of the construction requirements for this contract:

SHEET NO. DRAWING TITLE

MHT-19004251-G000 COVER SHEET

MHT-19004251-C001 SITE PLAN VIEW

MHT-19004251-A001 BASE BUILDING, SOUTH, WEST AND EAST ELEVATION

MHT-19004251-A002 BASE BUILDING, NORTH ELEVATION & DETAILS

MHT-19004251-A003 TOWER, EAST ELEVATION

MHT-19004251-A004 TOWER, WEST ELEVATION

MHT-19004251-A005 TOWER, JUNCTION LEVEL ENLARGE SECTION

MHT-19004251-A006 TOWER, SHAFT & LEVEL 8A

MHT-19004251-A007 TOWER, LEVEL 9 (JUNCTION LEVEL)

MHT-19004251-A008 TOWER, TYPICAL JOIN DETAILS

REQUIRED PERMITS:

This building is owned by the U.S. Government and therefore, a building permit is not required.

All work shall be in compliance with national, state and local building codes in effect on the date of this solicitation or as specified in each section of this specification.

PART 2 - PRODUCTS – NOT USED.

PART 3 - EXECUTION – NOT USED.

END OF SECTION 01 10 00

WORK RESTRICTIONS AND ACCESS 01 14 00-1

SECTION 01 14 00

WORK RESTRICTIONS AND ACCESS

PART 1 - GENERAL

1.1 SUMMARY:

A. This section includes the restrictions that affect construction operations, the use of premises, and acceptance of existing conditions.

1.2 SITE INSPECTION:

A. The Contractor shall carefully examine the premises to determine the extent of work and the conditions under which it must be done.

1.3 CONSTRUCTION LIMITS AND ACCESS:

A. The Contractor shall confine operations, activities, storage of materials, and employee parking within the designated areas. Access to the construction site shall be kept unobstructed and as indicated on the drawings.

B. Personnel List: Contractor's personnel will be subject to security investigation by the FAA. Upon request from the COR, the Contractor shall promptly complete all security forms provided for this purpose.

1.4 USE OF PREMISES:

A. The Contractor shall have limited use of the premises within the construction limits for the execution of work, subject to work hour restrictions as detailed below. The Contractor shall assume full responsibility for the protection and safekeeping of products stored on the site. The Contractor and his subcontractors shall maintain the job site in a neat and orderly condition. This includes the daily removal of rubbish, waste, tools, equipment, and materials not required for the work in progress. Do not disturb portions of the site beyond the areas in which the work is indicated. Repair damage caused by construction operations. Take all precautions necessary to protect the building during the construction period and delivery.

B. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Government, the Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Hours of Operation: The ATCT hours of operation are between 0530 and 2400. The Contractor shall coordinate all construction activities with COR so as to eliminate impacts that would adversely impact the functions of the Air Traffic Controllers. To preclude adversely effecting air traffic operations, it is anticipated that some construction activities will have to be accomplished at night. Night work shall be conducted from 2400 to 0530 for specific tasks as noted below and as directed by the COR.

Expected night work activities are: Installation of materials (waterproofing) which requires a man-lift operating in front of the Cab windows on the runway side of the

WORK RESTRICTIONS AND ACCESS 01 14 00-2

tower. Any activity that obstructs any portion of the air traffic controllers’ view, of the runway side of the airfield, shall be performed between 2400 and 0530.

D. Should increase of air traffic activity or adverse weather conditions require discontinuance of work that would interfere with air traffic controller, the Contractor will be required to stop such work promptly and remove any equipment or materials which may constitute interference.

PART 2 - PRODUCTS – (Not used).

PART 3 - EXECUTION – (Not used).

END OF SECTION 01 14 00

SUBMITTAL PROCEDURES 01 33 00-1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY:

A. This section describes the requirements for submittal of shop drawings, product data, samples, warranties, certificates, test reports, operations/maintenance instructions, parts lists, as-built drawings and utility survey as required by the Contract Documents. The submittals required by this contract are further described under each individual section of this specification. This section also covers the requirements for the submission of requests for substitutes in materials and/or construction methods.

1.2 DEFINITION:

A. The term "submittal" refers to shop drawings, product data, samples, certificates, test reports, installation procedures, operation and maintenance instructions and additional data presented by the Contractor for review and approval by the Government

1.3 GENERAL REQUIREMENTS:

A. The following requirements will apply to all required submittals unless otherwise noted:

1. Where submittals show more than one item, the Contractor shall indicate by highliting, bolding, circling or by arrows, the specific item or items being submitted for review and approval.

2. Schedule: Within ten (10) days after award of contract, the Contractor shall develop for review and approval by the FAA, a list and schedule of submission for all submittals required by the various sections of this specification. Once approved, the Contractor shall maintain the status of the submittal list to track when the submittals were submitted, when returned and current status. This list is not to be considered final, the FAA can request additional submittals on materials used, components or the design. The Contractor shall also add these items to the submittal list and track their status.

3. Number of copies: Submittals shall be provided in electronic format (pdf). One (1) copy of each submittal (or the number of copies required by individual section for color charts) shall be submitted to the COR. One (1) copy will be returned to the Contractor.

4. Time for approval: All submittals must be approved prior to the incorporation of the materials, equipment, or technique they represent, into the work. Time necessary for Government approval or disapproval of submittals shall be 14 calendar days after receipt of the item. After a submittal has been approved, no substitutions will be permitted without written approval by the COR.

5. Transmittal form: When making a submittal, the Contractor shall use the form at the end of this section or the company’s standard transmittal form. Submit the form in duplicate, with original signatures on both. One copy will be returned to the Contractor. Upon request by the contractor the form at the end of this section will be provided in electronic format (Excel).

6. Sequentially number transmittal forms and file names. Re-submittals shall have original number with a suffix. Acceptable form of number is SS SS SS-N NN-T DES where:

a. SS SS SS indicates 6 digit specification section number.

SUBMITTAL PROCEDURES 01 33 00-2

b. N NN indicates paragraph number for different submittals for that specification section.

c. T indicates the number of times that submittal has been made.

d. DES indicates the description of the item.

7. Certification: The Contractor shall check each submittal prior to submission to the COR for conformance to the Contract Documents. The Contractor shall certify that all contractual requirements have been met. This certification shall be written, stamped or printed on each submittal prior to submitting to COR and shall be as follows:

I certify that I have checked these documents and that, to the best of my knowledge, they are in complete compliance with the Contract Documents.

Company Name_______________________________________________________ Date_________________________By_____________________________

8. Incomplete submittal: Should the Contractor omit items from his submittal he is not relieved from furnishing the same, even though submittal is approved by the COR.

9. Approved as Submitted: If “Approved as Submitted” is marked by the COR, the submittal is satisfactory. After submittal has been approved, no substitution will be permitted without written approval by the COR.

10. Approved as Noted: If “Approved as Noted” is marked by the COR, the submittal is satisfactory contingent upon Contractor acceptance of corrections or notations, or both and, if accepted, does not require resubmittal. After submittal has been approved, no substitutions will be permitted without written approvel by the COR.

11. Approved as Noted, Resubmittal Required: If “Approved as Noted, Resubmittal Required” is marked by the COR, the submittal is satisfactory contingent upon recommended corrections and must be resubmitted to the COR within 5 calendar days for final approval.

12. Disapproved: If “Disapproved” is noted by the COR, the submittal does not meet the contract requirements and the Contractor must resubmit within 5 calendar days. The Contractor must resubmit in the same quantity, including reproducibles, as specified in the original submittals, for approval. The COR’s approval of resubmittals will require 14 calendar days after receipt of the item. Make all corrections required by the COR and indicate all corrections with a revision symbol and revised date. This resubmittal process shall continue until submittal has been approved.

13. Limitation of approvals: The checking, marking or approval of the shop drawings and/or product data by the COR shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory. Approval will not relieve the Contractor of the responsibility for any error that may exist. The Contractor is responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work.

1.4 SUBSTITUTION PROCEDURES:

A. Formal requests for substitution shall be made only when the Contractor has investigated the proposed product and has determined that it will be equal to or superior in all respects to that specified. Warranties or bonds for accepted substitutes shall be provided as they would be for the original product specified. Coordinate installation of accepted substitutes into work complete in all respects; ensure that cost data is complete including all related costs.

B. Submit each substitution request separately, supported with the following information:

SUBMITTAL PROCEDURES 01 33 00-3

1. Complete data substantiating compliance of proposed substitution with requirements stated in Contract Documents. This shall include: product identification, including manufacturer's name and address; manufacturer's literature identifying product description, reference standards, performance and test data; samples, as applicable; names and addresses of similar projects where product has been used, and dates of installation.

2. Itemized comparison of proposed substitution with product specified, listing significant variations.

3. Data relating to changes in construction schedule and Coordination Drawings.

4. List of changes required in other work or products.

5. Accurate cost data comparing proposed substitution with product specified including any net change to contract sum.

6. Designation of required license fees or royalties.

7. Designation of availability of maintenance services, and sources of replacement materials.

C. Without a formal request from the Contractor, substitutions will not be considered for acceptance when indicated or implied on shop drawings or product data submittals, or are requested directly by a subcontractor or supplier. Acceptance may require substantial revision of contract stipulations. Do not order or install substitute products without written acceptance from the

COR.

1.5 SHOP DRAWINGS:

A. As used in this Section, shop drawings shall be defined as drawings, schedules, diagrams, and other data prepared specifically for this Contract, by the Contractor or through the Contractor by way of a subContractor, manufacturer, supplier, distributor, or other lower tier Contractor, to illustrate a portion of the work.

B. Requirements: All connections necessary to complete the work under this contract shall be detailed and completed in a satisfactory method by the Contractor. This shall apply with equal force to items not shown or specified, but necessary to make indicated or specified connections or modifications to existing work and connection for any future installation indicated on the drawings or specified. All parts detailed by the Contractor shall be strong enough to withstand, without excessive deflection, any loads or pressures to which they are likely to be subjected to develop the strength of the members connected. In no case shall the construction be inferior in any manner to that required by the contract documents. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on contract drawings. Indicate gauge or thickness, anchors and fastening types, and sizes of all items to be fabricated. Describe finish, method of application for all materials.

C. Verification: Prior to fabrication of materials, verify all field measurements and submit all shop drawings required by the technical specifications so as not to cause any delay in the work.

D. Equipment clearances: Do not proceed with any construction that may be affected in any manner by machinery and equipment until submission and approval of shop and erection drawings, schedules, and equipment layouts showing all components with dimensions and necessary clearances.

E. Related work: In indicating or describing the work and materials for related work in the submittals, the term "by others" is not acceptable. The specific installers and trades to furnish and install such related work shall be clearly noted by name or description; where such name or

SUBMITTAL PROCEDURES 01 33 00-4

description is missing, it shall be understood and agreed that the Contractor is to furnish and install such related work.

1.6 SAMPLES:

A. As used in this Section, samples are defined as physical examples of products, materials, equipment, assemblies, or workmanship, physically identical to a portion of the work, illustrating a portion of the work or establishing standards for evaluating the appearance of the finished work or both. Samples of all materials to be installed in the same room shall be submitted at the same time (i.e. paint and carpet).

B. Quantities: Unless otherwise specified or directed, submit two (2) samples to the COR.

C. Identification: Label or tag each sample or set of samples, identifying the sample's name and quality, manufacturer's name and address, brand name, catalog number, project title, Contractor's name, date, and intended use.

D. Colors, patterns and textures: For items required to be of selected and approved colors, patterns, textures, or other finish requirements, obtain instructions from the COR and submit sufficient samples to show the range of shades, tones, values, patterns textures, or other features corresponding to the instructions. Submit color samples of field-applied paint materials.

E. Approved samples: Approved samples may be incorporated in the job if approved by the COR.

The Contractor must state his request to use a sample in the construction on the submittal transmittal form.

1.7 CATALOG DATA:

A. As used in this Section, catalog data consists of reprinted material such as illustrations, standard schedules, performance, charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate a portion of the work, but not prepared exclusively for this Contract.

B. Requirements: Furnish catalog and technical data for all products, items of machinery and equipment covered under the Contract Documents. This shall include all Contractor furnished manufactured items.

C. Preparation: All catalog data must be submitted using the following directions. Clearly mark or highlight each copy to identify pertinent products or models the Contractor intends to use. If the submittal is not clearly marked by the Contractor regarding the data indicated above, the submittal will be disapproved and returned.

D. Drawings: Catalog data submittal shall not be construed as relieving the Contractor of the responsibility for submitting complete drawings and schedules; however, standard machinery and equipment need not be detailed, but all sizes, supports, connections, and clearances shall be indicated and detailed.

E. Manufacturer's instructions: Where installation of work is required to be in accordance with the product manufacturer's directions, the Contractor shall obtain and distribute the necessary copies of the directions 7 calendar days prior to installation.

1.8 CERTIFICATES:

SUBMITTAL PROCEDURES 01 33 00-5

A. Assemble certificates of compliance, executed by each of the respective makers, suppliers, and subcontractors. Provide complete information for each item to certify compliance with contract documents: Product or work item, firm with name of principal and scope of compliance.

1.9 TEST REPORTS:

A. Promptly submit a written report of each test and inspection containing the following information:

1. Date issued.

2. Project title and number.

3. Testing laboratory name, address and telephone number.

4. Name and signature of laboratory inspector.

5. Date and time of sampling or inspection.

6. Record of temperature and weather conditions.

7. Date of test.

8. Identification of product and Specification.

9. Location of sample or test in the project.

10. Type of inspection test.

11. Results of tests and compliance with Contract Document.

12. Interpretation of test results, when requested by the COR.

PART 2 - PRODUCTS --NOT USED.

PART 3 - EXECUTION --NOT USED.

*** END OF SECTION ***

SUBMITTAL PROCEDURES 01 33 00-6

MATERIAL APPROVAL SUBMITTAL

TO

Steven Berube Civil Engineer AJW2-E11A Federal Aviation Administration 603-881-1263

FROM (CONTRACTOR)

Company Name Street Address City, State, Zip Code

DATE

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

New Resubmittal

PREVIOUS SUBMISSION NUMBER PROJECT TITLE/DESCRIPTION

TO BE COMPLETED BY CONTRACTOR FOR GOVT USE ONLY

File Name Specification section/para no/drawing no

Description of material (include type, model no., catalog no., mfg., etc)

ACTIO

N

CODE

SEE

REVERS

E INITIAL

APP

I certify that I have checked these documents and that, to the best of my knowledge, they are in complete compliance with the Contract Documents.

TYPED OR PRINTED NAME AND TITLE SIGNATURE DATE

MM/DD/YYYY

FOR GOVT USE ONLY

TO CONTRACTING OFFICER’S TECHNICAL REPRESENTATIVE

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON

THE REVERSE SIDE

TYPED OR PRINTED NAME AND TITLE SIGNATURE DATE

TO CONTRACTOR

APPROVED DISAPPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

SIDE. REQUIRED

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN _______ DAYS OF DATE SHOWN BELOW.

TYPED OR PRINTED NAME AND GRADE SIGNATURE DATE

ACTION CODES: The following action codes are given to items submitted: (A code letter will be inserted for each item section above)

APP-APPROVED AS SUBMITTED R-WILL BE RETURNED BY SEPARATE CORRESPONDENCE

AAN-APPROVED, EXCEPT AS NOTED ON DRAWINGS

RESUBMITION NOT REQUIRED

DIS-DISSAPPROVED, SEE REVERSE SIDE OF SHEET

RESUBMISSION REQUIRED

ANR-APPROVED, EXCEPT AS NOTED ON DRAWINGS, REFER TO

REVERSE SIDE OF SHEET, RESUBMISSION REQUIRED.

NOTE: Approval of items does not relieve the contractor from complying with all the requirements of the contract plans and specifications.

HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES 01 35 29- 1

SECTION 01 35 29

HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES

PART 1 - GENERAL

1.1 REFERENCES: The publications listed below form a part of this specification to the extent referenced. The publications listed below are referenced as the latest edition published as of the date of this document. The publications are referred to within the text by the basic designa-tion only.

A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1. ANSI A10.32 Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

2. ANSI Z359.1 Safety Requirements for Personal Fall Arrest Systems, Subsys-tems and Components

3. ANSI/ASSE A10.34 Protection of the Public on or Adjacent to Construction Sites

B. ASME INTERNATIONAL (ASME)

1. ASME B30.22 Articulating Boom Cranes

2. ASME B30.5 Mobile and Locomotive Cranes

C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1. NFPA 10 Portable Fire Extinguishers

2. NFPA 70E Electrical Safety in the Workplace

D. U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

1. 29 CFR 1910 Occupational Safety and Health Standards

2. 29 CFR 1926 Safety and Health Regulations for Construction

E. FEDERAL AVIATION ADMINSTRATION (FAA)

1. Order 3900.19B Occupational Safety and Health Program

2. ESA Safety Memo Safety Requirements for Welding, Cutting , and Brazing Activi-ties

1.2 SUBMITTALS: The following shall be submitted in accordance with Section 01 33 00 Sub-mittal Procedures:

A. Preconstruction Submittals

1. Accident Prevention Plan (APP)

2. Fire Prevention Plan (FPP)

3. Activity Hazard Analysis (AHA)

4. Crane Critical Lift Plan

5. Proof of qualification for Crane Operators

6. List of Competent Persons

B. Reports: Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

1. Accident Reports

2. Monthly Exposure Reports

3. Crane Reports

4. Regulatory Citations and Violations https://ksn2.faa.gov/ajw/es1/AppData/Local/Microsoft/Windows/Temporary%20Internet%20Files/Content.Outlook/AppData/Documents%20and%20Settings/karen%20yeung/REFDATA/DRAWINGS/FY%202006%20Terminal%20Facilities%20Standard%20Designs/C%20%20Master%20Specification/A%20%20%20Word/01330.sec

HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES 01 35 29- 2

C. Certificates

1. Hot work permit (see Appendix B)

2. Energized Electrical work Permits (NOT USED)

3. Submit one copy of each permit/certificate attached to each Daily Report.

1.3 DEFINITIONS

A. Competent Person: A person who has the education and/or experience to identify hazardous or dangerous conditions and has the authority to take prompt corrective measures to eliminate the hazards.

B. Medical Treatment. Treatment administered by a physician or by registered professional per-sonnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

C. Operating Envelope. The area surrounding any crane. Inside this "envelope" is the crane, the operator, riggers and crane walkers, rigging gear between the hook and the load, the load and the crane's supporting structure (ground, rail, etc.).

D. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

1. Death, regardless of the time between the injury and death, or the length of the illness

2. Days away from work (any time lost after day of injury/illness onset)

3. Restricted work

4. Transfer to another job

5. Medical treatment beyond first aid

6. Loss of consciousness

7. A significant injury or illness diagnosed by a physician or other licensed health care pro-fessional, even if it did not result in (1) through (6) above.

1.4 REGULATORY REQUIREMENTS

A. In addition to the detailed requirements included in the provisions of this contract, work per-formed shall comply with all FAA standards, and the following federal, state, and local regula-tions. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent re-quirements shall apply.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

A. Personnel Qualifications: Site Safety and Health Officer (SSHO) Site Safety and Health Of-ficer (SSHO) shall be provided at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. This person shall have the education and/or experience to perform such duties.

1. Crane Operators: Crane operators shall meet the all Federal, State, Local and Manufac-turer’s requirements to operate the crane on site. Proof of current qualification shall be submitted before crane operation.

B. Personnel Duties: Site Safety and Health Officer (SSHO)/Superintendent

1. Conduct daily safety and health inspections and maintain a written log which includes ar-ea/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Safety inspection logs shall be attached to the Contractors' report.

HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES 01 35 29- 3

2. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

3. Maintain applicable safety reference material on the job site.

4. Attend the pre-construction conference, pre-work meetings including preparatory inspec-tion meeting, and periodic in-progress meetings.

5. Implement and enforce accepted APPS and AHAs.

6. Maintain a safety and health deficiency tracking system that monitors outstanding defi-ciencies until resolution. A list of unresolved safety and health deficiencies shall be post-ed on the safety bulletin board.

7. Ensure sub-contractor compliance with safety and health requirements.

C. Failure to perform the above duties will result in dismissal of the superintendent and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approv-al of a suitable replacement.

D. Meetings

1. Pre-construction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the devel-opment of the APP.

b. The Contractor shall discuss the details of the submitted APP to include incorpo-rated plans, programs, and procedures.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Work shall not begin until there is an accepted APP.

2. Safety Meetings

a. Shall be conducted and documented. Minutes showing contract title, signatures of attendees and a list of topics discussed shall be attached to the Contractors' report.

1.6 ACCIDENT PREVENTION PLAN (APP)

A. The Contractor shall use a qualified person to prepare the written site-specific APP. Specific requirements for some of the APP elements are described below. The APP shall be job-specific and shall address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program. Any portions of the Contractor's overall safety and health program referenced in the APP shall be included in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the sub-contractors. Contractors are responsible for informing their subcontractors of the safety provi-sions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention respon-sibilities are being carried out. The APP shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer.

1. Once accepted by the COR, the APP and attachments will be enforced as part of the con-tract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the COR, until the matter has been rectified.

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2. Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the COR within 24 hours of discovery.

Eliminate/remove the hazard. In the interim, all necessary action shall be taken to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public and the environment.

3. Copies of the accepted plan will be maintained with the COR at the job site. The APP shall be continuously reviewed and amended, as necessary, throughout the life of the con-tract. Unusual or high-hazard activities not identified in the original APP shall be incor-porated in the plan as they are discovered.

B. APP Requirements

1. Names and qualifications (resumes including education, training, experience and certifi-cations) of all site safety and health personnel designated to perform work on this project to include the designated site safety and health officer and other competent and qualified personnel to be used such as CSPs, CIHs, STSs, CHSTs. The duties of each position shall be specified.

2. Qualifications of competent and of qualified persons. Competent persons shall be desig-nated and qualifications submitted as the project requires. Some of the following are ma-jor areas where competent persons are required: excavation; scaffolding; fall protection;

hazardous energy; confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents; personal protective equipment and clothing to include selection, use and maintenance.

3. Crane Critical Lift Plan. Prepare and sign weight handling critical lift plans for lifts over 75 percent of the capacity of the crane or hoist (or lifts over 50 percent of the capacity of a barge mounted mobile crane's hoists) at any radius of lift; lifts involving more than one crane or hoist; lifts of personnel; and lifts involving non-routine rigging or operation, sen-sitive equipment, or unusual safety risks. The plan shall be submitted 15 calendar days prior to on-site work. For lifts of personnel, the plan shall demonstrate compliance with the requirements of 29 CFR 1926.550(g).

4. Fall Protection and Prevention (FP&P) Plan. The plan shall be site specific and address all fall hazards in the work place and during different phases of construction. It shall ad-dress how to protect and prevent workers from falling to lower levels when they are ex-posed to fall hazards above 1.8 m (6 feet).

5. Fire Prevention Plan (FPP). The plan shall be site specific and address all fire hazards that may be associated with the construction. The contractor must review the facility’s Occupant Emergency Plan and incorporate the plan into the FPP. All flammable and combustible material brought into the facility must be identified and a plan for storage and usage must be submitted. The contractor must provide their own fire extinguisher for this project. All fire extinguishers must have up to date testing and inspections. All pro-cesses that may be a fire hazard must be identified and a plan must be submitted before work. All work must be performed per local fire regulations and the authority having ju-risdiction (e.g. Fire Marshall). Any work that may affect the fire protected tower stair-way (such as exhaust fan work, doors propped open, and work in stairway) must be coor-dinated with the COR prior to any activities in the stairway. Any work affecting the fire alarm system must be approved by the COR and coordinated with the local authority hav-ing jurisdiction.

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

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A. Submit the AHA for review at least 10 calendar days prior to the start of each phase. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspec-tions to ensure the implementation and effectiveness of the activity's safety and health controls.

B. The AHA list will be reviewed periodically (at least monthly) at the Contractor’s safety meet-ing and updated as necessary when procedures, scheduling, or hazards change.

C. The activity hazard analyses shall be developed using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHAs will be developed by the contractor, supplier or subcontractor and provided to the prime contractor for submittal to the COR.

1.8 DISPLAY OF SAFETY INFORMATION

A. Before work commencement, erect a safety bulletin board at the job site. The safety bulletin board shall include information and be maintained as required by OSHA including OSHA posters, and emergency numbers and facilities. Any permits or sample results requiring post-ing may be included on this board. The location of the board shall be approved by the COR.

1.9 SITE SAFETY REFERENCE MATERIALS

A. Maintain safety-related references applicable to the project, including those listed in the article "References”. Maintain applicable equipment manufacturer's manuals.

1.10 EMERGENCY MEDICAL TREATMENT

A. Contractors will arrange for their own emergency medical treatment. Government has no re-sponsibility to provide emergency medical treatment. Emergency numbers and directions to nearest emergency medical facilities shall be posted on the safety bulletin board.

1.11 REPORTS

A. Accident Notification and Reports: Notify the COR and the Contracting Officer as soon as practical after any accident meeting the definition of Recordable Injuries or Illnesses, property damage equal to or greater than $2,000, or any weight handling equipment accident. Provide a report to the FAA with information including contractor name; contract title; type of contract;

name of activity, installation or location where accident occurred; date and time of accident;

names of personnel injured; extent of property damage, if any; extent of injury, if known, brief description of accident (to include type of construction equipment used, PPE used, etc.) and root cause of accident.

B. Monthly Exposure Reports: Monthly exposure reporting to the COR is required to be attached to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractor. The Contracting Officer will provide copies of any special forms.

C. Certificate of Compliance: The Contractor shall provide a Certificate of Compliance for each crane entering an activity under this contract. Certificate shall state that the crane and rigging gear meet applicable OSHA regulations and any manufacturer’s recommendations (with the Contractor citing which OSHA regulations are applicable, e.g., cranes used in construction, demolition, or maintenance shall comply with 29 CFR 1926.) Certify on the Certificate of Compliance that the crane operator(s) is qualified and trained in the operation of the crane to be used

1.12 HOT WORK

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A. All activities involving welding, cutting and brazing shall comply with attached memorandum dated 4/1/2005. The contractor shall submit the Hot Work Permit in attachment 3 of this memorandum.

PART 2 - PRODUCTS- NOT USED

PART 3 - EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

A. The Contractor shall comply with the APP, the AHA, Federal and/or State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent stand-ard shall prevail.

1. Hazardous Material Use: Each hazardous material must receive approval prior to being brought onto the job site or prior to any other use in connection with this contract. Allow a minimum of 10 working days for processing of the request for use of a hazardous mate-rial. All hazardous material brought to the site by the contractor for use on the project shall be dispose of by the contractor after its use. No hazardous material shall be left on site unless it is an integral part of the finish product or at the written request of the COR.

2. Hazardous Material Exclusions: Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation as well as materials which contain asbestos, mercury or polychlorinat-ed biphenyls, di-isocynates, lead-based paint are prohibited. The COR, upon written re-quest by the Contractor, may consider exceptions to the use of any of the above excluded materials.

3. Material Safety Data Sheets: The contractor shall supply the COR with MSDS’s of each material 3 days before it is brought on site. The contractor shall place all MSDS’s in a binder and in an accessible location so that all employees have access to them. The binder shall be updated each time a new material is brought on site or when a material is taken off site. The contractor shall inform the COR when a material is brought on site or taken off site, so the COR can update his/her MSDS file. After submission of the MSDS, no product substitution is allowed without prior approval from the COR.

4. Hazardous Material on Site: The contractor shall bring to the attention of the COR any material suspected of being hazardous which he/she encounters during execution of the work. A determination will be made by the COR as to whether the contractor shall per-form tests, and/or if the material is found hazardous and additional protective measures are needed. A contract change may be required, subject to applicable provisions of this contract.

3.2 PRE-OUTAGE COORDINATION MEETING

A. Contractors are required to apply for utility outages at least 10 days in advance. As a mini-mum, the request should include the location of the outage, utilities being affected, duration of outage and any necessary sketches. Special requirements for electrical outage requests are contained elsewhere in this specification section. Once approved, and prior to beginning work on the utility system requiring shut down, the Contractor shall attend a pre-outage coordination meeting with the COR to review the scope of work and the lock-out/tag-out procedures for worker protection. No work will be performed on energized electrical circuits unless proof is provided that no other means exist.

3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

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A. The Contractor shall establish a fall protection and prevention program, for the protection of all employees exposed to fall hazards. The program shall include company policy, identify re-sponsibilities, education and training requirements, fall hazard identification, prevention and control measures, inspection, storage, care and maintenance of fall protection equipment and rescue and evacuation procedures.

3.4 EQUIPMENT

A. Material Handling Equipment

1. Material handling equipment such as forklifts shall not be modified with work platform attachments for supporting employees unless specifically delineated in the manufacturer's printed operating instructions.

2. The use of hooks on equipment for lifting of material must be in accordance with manu-facturer's printed instructions.

3. Operators of forklifts or power industrial trucks shall be licensed in accordance with

OSHA.

B. Weight Handling Equipment

1. The Contractor shall notify the COR 15 days in advance of any cranes entering the activi-ty so that necessary quality assurance spot checks can be coordinated. A copy of the permitting process will be provided at the Preconstruction Conference. Contractor's op-erator shall remain with the crane during the spot check.

2. Cranes shall be equipped per OSHA regulations and per manufacturer’s recommenda-tions. The Contractor shall comply with the crane manufacturer's specifications and limi-tations for erection and operation of cranes and hoists used in support of the work. Erec-tion shall be performed under the supervision of a designated person. All testing shall be performed in accordance with the manufacturer's recommended procedures.

3. Under no circumstance shall a Contractor make a lift at or above 90% of the cranes rated capacity in any configuration.

4. Crane suspended personnel work platforms (baskets) shall not be used unless the Con-tractor proves that using any other access to the work location would provide a greater hazard to the workers or is impossible. Personnel shall not be lifted with a line hoist or friction crane.

5. All employees shall be kept clear of loads about to be lifted and of suspended loads.

6. The crane hook/block must be positioned directly over the load. Side loading of the crane is prohibited.

7. A physical barricade must be positioned to prevent personnel from entering the counter-weight swing (tail swing) area of the crane.

8. A Competent Person must inspect the crane before each use. Certification records which include the date of inspection, signature of the person performing the inspection, and the serial number or other identifier of the crane that was inspected shall always be available for review by the COR.

9. Written reports listing the load test procedures used along with any repairs or alterations performed on the crane shall be available for review by the COR.

10. Take steps to ensure that wind speed does not contribute to loss of control of the load during lifting operations. Prior to conducting lifting operations the contractor shall set a maximum wind speed at which a crane can be safely operated based on the equipment being used, the load being lifted, experience of operators and riggers, and hazards on the work site. This maximum wind speed determination shall be included as part of the ac-tivity hazard analysis plan for that operation.

C. Equipment and Mechanized Equipment

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1. Proof of qualifications for operator shall be kept on the project site for review.

2. Manufacture specifications or owner's manual for the equipment shall be on-site. The equipment must not operate outside the manufacturer’s recommendations.

3. Any equipment requiring certifications must be submitted for review. Equipment inspec-tion records must be available for review.

D. Aerial Lifts

1. In addition to the requirement under 3.4 B, the aerial lift operator must be trained in the operation of the specific lift. Fall protection methods must be used in accordance with the manufacturer’s recommendations.

3.5 ELECTRICAL

A. Conduct of Electrical Work: No energized electrical work over 50 volts except for testing and troubleshooting are allow without prior approval from the COR. All energized work including testing and troubleshooting must be in compliance with NFPA 70E. All electrical work that may impact the operation of the ATCT facility including Lockout/Tagout activities, shut down of equipment, testing and troubleshooting must be approve prior to work. FAA technician re-sponsible for that equipment may be required to be on site.

B. Portable Extension Cords: Portable extension cords shall be sized in accordance with manu-facturer ratings for the tool to be powered and protected from damage. All damaged extension cords shall be immediately removed from service. Portable extension cords shall have a label from a Nationally Recognized Testing Laboratory. GFCI shall be use with all extension cord usage unless the COR approve otherwise.

3.6 INDOOR AIR QUALITY

A. No machinery or construction methods emitting harmful gases and fumes can be used inside the facility. When running equipment with combustion engines outside the facility, care must be taken not to run the equipment near intakes and windows where exhaust can enter the build-ing. All chemicals with fumes used inside the facility must be submitted with the MSDS and approved prior to use.

END OF SECTION 01 35 29

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