Specifications titled Runway 4R Glide Slope Engine Generator Shelter Replacement.pdf

April 2020

BOSTON, MA

RUNWAY 4R GLIDE SLOPE

ENGINE GENERATOR SHELTER

REPLACEMENT

SPECIFICATIONS

DIVISIONS 1 - 32

For

Federal Aviation Administration

New England Region

By

Infrastructure Engineering Center – Boston, AJW-2E15L

Federal Aviation Administration April 2020 BOS GS EG Shelter Replacement Boston, MA i

TABLE OF CONTENTS

00 00 00 GENERAL

00 73 19 Safety and Health Requirements

01 11 00 Summary of Work

01 33 00 Submittal Procedures

01 35 43 13 Hazardous Materials

03 00 00 CONCRETE

03 30 00 Cast In Place Concrete

26 00 00 ELECTRICAL

26 05 00 Common Work Results for Electrical

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 29 Hangers and Supports for Electrical Systems

26 05 33 Raceway and Boxes for Electrical Systems

26 05 53 Identification for Electrical Systems

26 41 13 Lightning Protection for Structures

31 00 00 EARTHWORK

31 20 00 Earth Moving

31 23 19 Dewatering

32 00 00 EXTERIOR IMPROVEMENTS

32 05 19 Geotextiles for Exterior Improvements

APPENDICIES

APPENDIX A: Site Photographs

APPENDIX B: Logan International Airport, Guide to Tenant Construction

APPENDIX C: Massport AOA License Reference Sheet

APPENDIX D: Massport 2020 Aerodrome Permit Instructions

Federal Aviation Administration April 2020

Health and Safety Requirements 00 73 19 - 1

SECTION 00 73 19 - SAFETY AND HEALTH REQUIRMENTS

PART 1 – GENERAL

1.1 SUMMARY: This section describes the requirements for employee health and safety.

1.2 APPLICABLE PUBLICATIONS – The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

A. Code of Federal Regulations (CFR)

1. OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication V2206;

OSHA Construction Industry Standards (29 CFR 1926). One source of these regulations is OSHA Publication 2207, which includes a combination of both parts 1910 and 1926 as they relate to construction safety and health.

2. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61)

3. Federal Standard (Fed. Std.) 313A Material Safety Data Sheets, Preparation and the Submission

4. FAA Order No. N 3900.60. Maintenance Project Safety and Health Checklist

This Maintenance Project Safety and Health Checklist shall be reviewed with the Contractor and FAA prior to construction.

1.3 WORK COVERED BY THIS SECTION – This section is applicable to all work covered by this contract.

1.4 DEFINITIONS OF HAZARDOUS MATERIALS – Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910; and to others as additionally defined in Fed. Std. 313. Those most commonly encountered include asbestos, polychlorinated biphenyl’s (PCB’s), explosives, and radioactive material, but may include others.

1.5 Quality Assurance

A. Safety Meeting – Representatives of the contractor shall meet with the CO and COR prior to the start of work, for the purpose of reviewing the contractor's safety and health programs and discussing implementation of all safety and health provisions pertinent to the work to be performed under this contract. The contractor shall be prepared to discuss, in detail, the measures he/she intends to take in order to control any unsafe or unhealthy conditions associated with the work to be performed under the contract. If directed by the COR, this meeting may be held in conjunction with other meetings, which are scheduled to take place prior to start of work under this contract. The contractor’s principal on-site representative(s), the general superintendent, and his/her safety representative(s) shall attend this meeting.

Health and Safety Requirements 00 73 19 - 2

B. Compliance with Regulations – All work, including the handling of hazardous materials shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply.

C. Contractor’s Responsibility – The contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of the work.

D. Inspections, Tests and Reports – The required inspections, tests, and reports made by the contractor, subcontractors, specially trained technicians, equipment manufacturers, and others as required, shall be at the contractor’s expense.

E. Safety Plan – The contractor will be required to submit a safety plan for maintaining a safe work environment for construction workers employed on this project. As a minimum, the plan shall show weekly “tail gate meetings”, scheduled inspections of equipment to check for potential hazards created by wear, etc. and a statement that the current OSHA regulations on safety in the construction industry will be followed. The plan will be used by the COR to insure that the work is accomplished in accordance with safety practices.

F. The COR may stop any operation, which is in violation of the OSHA standards and fails to comply with the safety plan or accepted safe work practices.

1.6 SUBMITTALS

A. Accident Reporting - A copy of each accident report, which the contractor or subcontractors submit to their insurance carriers, shall be forwarded through the COR to the CO as soon as possible, but in no case later than 48 hours after the accident occurred, depending on the results of the accident. Refer to AMS clause 3.2.2.3-54, “Preventing Accidents”, for additional information.

B. Permits – If hazardous materials are disposed of off site, submit copies of permits from applicable Federal, State, or municipal authorities.

1.7 MATERIALS AND EQUIPMENT – Special facilities, devices, equipment, clothing, and similar items used by the contractor in the execution of work shall comply with the applicable regulations.

1.8 HAZARDOUS MATERIALS – The contractor shall bring to the attention of the COR any material suspected of being hazardous which is encountered during the execution of work. A determination will be made by the COR as to whether the contractor shall perform 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.

1.9 STOP WORK ORDERS – If the contractor or subcontractors are notified by the COR of any noncompliance with the provisions of the contract and the action(s) to be taken, the contractor shall immediately correct the unsafe or unhealthy condition. If the contractor fails to comply promptly, all or

Health and Safety Requirements 00 73 19 - 3 any part of the work may be stopped with a “Stop Work Order”. When, in the opinion of the CO, satisfactory corrective action has been taken to correct the unsafe and unhealthy condition, a “start order” will be given immediately. The contractor shall not be allowed any extension of time or compensation for damages by reason of or in connection with such work stoppage.

1.10 PROTECTION – The contractor shall take all necessary precautions to prevent injury to the public, building occupants, or damage to property of others. For the purposes of this contract, the public or building occupants shall include all persons not employed by the contractor or a subcontractor working under their direction.

A. Work shall not be performed in any area occupied by Federal employees unless adequate steps are taken for the protection of the public or Federal employees.

B. Whenever practicable, the work area shall be fenced, barricaded, or otherwise blocked off to prevent unauthorized entry into the work area.

C. Alternate precautions – When the nature of the work prevents isolation of the work area, alternate precautions such as the posting of signs, the use of signal persons, the erection of barricades or similar protection around particularly hazardous operations shall be used as appropriate.

END OF SECTION 00 73 19

Summary of Work 01 11 00 - 1

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SCOPE

The Contractor shall furnish all labor, equipment and materials for replacing the Engine Generator (EG) Shelter at the Logan Airport Runway 4R Glide Slope (GS) in Boston, MA. The following items are a brief summary of the project and provided solely for describing the general nature of the work. The Contractor is responsible for accomplishing all items of work identified in the applicable drawings, specifications and provisions of the contract. In general, the work consists of the following (Contractor shall provide and install the following):

Cautionary/Advisory Notes:

A. The Facility is in full operation any unscheduled interruptions may cause aircraft accidents and loss of life. The Facility shall remain operational throughout the entire contract unless a shutdown is scheduled and approved.

B. A high water table with tidal action exists at Boston Logan International Airport.

Contractor shall plan contractual activities and requirements accordingly. Provide an Erosion and Sedimentation Control Plan and Dewatering Plan in accordance with contract specifications.

1. Provide a MA Licensed Site Professional to conduct an assessment of subsurface contamination within the construction area prior to construction start.

2. Hire a qualified independent underground utility locating company to conduct a subsurface investigation within all areas of work and verify interior and exterior underground conduit/utility locations prior to start of construction.

3. Obtain a Geotechnical Engineer to conduct a geotechnical survey to investigate the subsurface conditions required for design of the concrete foundation as well as aid in developing the dewatering plan.

4. Obtain a MA licensed professional engineer to provide a stamped shelter foundation drawing and shelter stairs/platforms drawing.

5. Obtain any Federal, state, local and/or MASSPORT permits required for the project.

6. Coordination with COR, Local AT, SSC and Airport Authority throughout project duration.

7. Excavation, trenching and backfilling for shelter foundation, counterpoise, and incoming power.

8. Maintain clearances to avoid damaging underground cables and utilities during construction, trench work, hand- digging, backfilling, and compaction. Any damage for failure to avoid the utilities shall be repaired at contractor expense. Provide trench bracing where required.

9. Installation of a concrete shelter foundation per the Contractor’s PE stamped foundation design.

10. Installation of shelter anchor bolts.

11. Coordination with the COR to accept delivery of GFM fiberglass EG shelter and assist in placement, as necessary, upon delivery.

12. Installation of the shelter galvanized steel stairs and platforms per the Contractor’s PE stamped design.

13. Provide new incoming, underground, 240V power, from the existing transformer to the new EG shelter. Power shall be maintained to the existing GS facility and equipment at all times, unless as a scheduled and approved shutdown. Shutdowns may require weekend and/or night work.

Summary of Work 01 11 00 - 2

14. Provide all associated lightning protection, grounding, bonding and shielding, in accordance with contract drawings, specifications and FAA standards for Contractor installed and GFE furnished equipment.

15. Install and make operational the following GFM which is to be shipped loose with the shelter:

A. 26” x 26” aluminum exhaust hood B. 38” x 38” aluminum exhaust hood C. Light covers and bulbs D. Fiberglass door hood

16. Remove all debris, clean site and restore to no less than original condition.

17. Touch up painting.

18. Test and document cable insulation and ground resistance tests.

19. Test to demonstrate proper operation of all Contractor installed and GFM electrical and mechanical equipment. Bring any deficiencies of GFM to the attention of the COR for a resolution.

20. Remove and properly dispose of the 20’ x 8’ former engine generator shelter.

A. The former EG shelter shall only be removed after the FAA Power Services Group (PSG)

Engine Generator Replacement Project is completed and the new EG has been accepted into the national airspace system (NAS).

B. The EG, fuel tank, fuel piping, and associated EG electrical equipment within the shelter, will be removed under the PSG contract.

C. The shelter shall be removed from the airport operations area intact to avoid creating potential foreign object debris from demolition activities.

21. Remove and properly dispose of the former engine generator shelter concrete foundation to a minimum of 2’ below grade and cover with existing ground cover material (i.e. gravel, soil, etc.)

or import additional ground cover material to match existing, and cover to a depth of approximately 2’. Care shall be taken not to damage the adjacent transformer concrete pad by utilizing saw cutting, as appropriate, to minimize vibration.

1.2 APPLICABLE DOCUMENTS

A. Applicable Documents - All FAA, Military, Federal, and industrial codes or standards, specifications, and contract drawings referenced in this and the following divisions form a part of this specification are applicable only to the extent they were used as a basis of this design.

All references to codes, standards, specifications, and construction drawings refer to the latest editions (and any supplements) in effect on the date of the contract.

B. Applicable Publications - The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

1. CODE OF FEDERAL REGULATIONS (CFR):

a. OSHA General Industry Safety and Health Standards (29 CFR 1910), OSHA Construction Industry Standards (29 CFR 1926). OSHA 2202 is a condensed version of 29 CFR 1926. Each is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington DC 20402.

b. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

2. FEDERAL STANDARD:

a. Preparation and the Submission of 313A Material Safety Data Sheets.

C. List of Drawings Engine Generator Shelter Replacement (UIS Project):

BOS-1508292-G001 COVER SHEET

Summary of Work 01 11 00 - 3

BOS-1508292-G002 INDEX SHEET

BOS-1508292-G003 GENERAL NOTES

BOS-1508292-G004 MATERIAL LIST & DETAILS

BOS-1508292-C001 EXISTING SITE PLAN

BOS-1508292-C002 PROPOSED SITE PLOT

BOS-1508292-C003 EXTERIOR ELEVATIONS

BOS-1508292-E001 ELECTRICAL DIAGRAMS AND NOTES

BOS-1508292-S001 FOUNDATION DETAILS

BOS-1508292-S002 STAIRS AND PLATFORMS

1.3 DEFINITIONS

A. Federal Aviation Administration (FAA) - The terms "Federal Aviation Administration" (FAA) and "Government" as used herein denotes the "owner"

B. Contracting Officer (CO) - The term "Contracting Officer" (CO) as used herein denotes the person designated to act for the Government in the performance of this contract.

C. Contracting Officers Representative (COR) - The term "Contracting Officers Representative" (COR) as used herein denotes the representative of the Contracting Officer at the job site. The COR’s authority is limited. These limitations are defined in the Letter of Delegation provided to the COR and the Contractor at the preconstruction meeting.

D. Contractor and Subcontractor - The term "Contractor" as used herein denotes the firm retained by the FAA to perform and complete work required by the Contract. The term "subcontractor" as used herein denotes the person or firm retained by the Contractor to perform a particular unit of work required by the Contractor. Subcontractors shall be required to meet all specifications required of the Contractor.

E. Furnished Material - The term "furnished material" (GFM) as used herein denotes all

Government Furnished Equipment (GFE) and material furnished by the Federal Aviation Administration. Any and all material not listed as “Furnished” shall be supplied by the Contractor. Furnished material is listed in Section 01 11 00, Part 3.3.

1.4 GOVERNMENT FURNISHED EQUIPMENT AND MATERIAL (GFE & GFM)

(See Section 01 11 00 “Appendix A.”)

1.5 CONSTRUCTION CONDITIONS

A. Preconstruction Conference - The Contractor shall attend a preconstruction conference at the time and location specified by the CO. Local procedures related to ingress, egress and security will be discussed. Requirements for material disposal, security and safety will be discussed.

Compliance with these procedures while on site is mandatory.

B. Conflict Resolution - The Contractor shall meet standards, specifications, and drawings as specified herein. The specifications and drawings will rule in all cases. Specifications will govern over drawings. In the event of dimensional discrepancies or omissions, the Contractor shall field verify and correct the information, and the COR shall render an interpretation and decision.

C. Inspection

Summary of Work 01 11 00 - 4

1. Access for Inspection - The Contractor shall allow the COR complete access to all portions of the work. Portions of the work buried, enclosed, or disguised, will be inspected by the COR before being obscured by the next operation of the Contractor. In all cases, the COR shall be informed accordingly and given access to the work. Work obscured before inspection and acceptance by the COR, may, at the option of the COR be opened for inspection at no additional cost to FAA.

2. Joint Acceptance Inspection - The COR shall inspect all work after substantial completion including all materials, tools, and equipment. Such inspection may extend to all or a part of the work for the preparation, fabrication or manufacture of the materials to be used. The COR shall notify the Contractor of any non-compliance with the contract specifications and/or drawings, and may reject workmanship or materials accordingly. After the COR reviews the contract documents and verify the Contractor has completed all required work, a Joint Acceptance Inspection (JAI), which is a FAA internal approval process, will be held.

D. Existing Utilities - Subsurface utilities and cables, whose existence is known to FAA, are shown on the contract drawings in approximate locations. Other utilities may not be shown on the contract drawings. The Contractor shall ring out and mark the existing power and control cable runs prior to any construction activities so as to maintain clearances from underground cables during construction. The Contractor shall field verifies the location of underground utilities before excavating cable trenches and concrete foundations. This will be accomplished, in part, by coordinating with the FAA and the COR.

1. Hand Excavation - Hand excavation methods will be used in locating all existing utilities.

Any damage caused by the Contractor will be repaired immediately by the Contractor at no additional cost to FAA. Repairs, if required, will be in accordance with the specifications and conditions stipulated by the COR.

E. Project Coordination - The Contractor shall be required to coordinate construction activities with the FAA through the COR. Coordinate through the COR a minimum of twenty-one

(21) days in advance of the proposed/scheduled work. Failure to timely notify the FAA and obtain the necessary approval will result in a rescheduling of the work.

1. The contractor shall follow all Operational Risk Mitigation (ORM) processes dictated for each Site-Specific activity (mobilization, trenching, testing, cutovers, start-up, de-mobilization, etc.) which may impact Operations, Facility, and associated Equipment.

2. Where weather conditions or operations preclude a scheduled shutdown of the FAA Facility, the Contractor shall reschedule the work.

3. Each shutdown for testing or cut-overs will be limited to off-peak hours, with the

Facility placed back in service at the end of the workday or as stipulated by the FAA.

4. The Contractor shall not be allowed any extension of time or compensation for lack of compliance with these requirement.

F. Layout of Work - The Contractor shall lay out his/her work from the established base lines and benchmarks indicated on the drawings and shall be responsible for all measurements in connection therewith. The Contractor shall furnish, at his own expense, all stakes, templates, tools, and materials and labor as may be required in laying out any part of the work. The Contractor will be held responsible for the execution of the work to such lines and grades as may

Summary of Work 01 11 00 - 5 be established or indicated by the COR. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks previously established until authorized to remove them. If such marks are destroyed by the Contractor, or through his negligence, before authorized removal, they may be replaced by the COR at his discretion. The expense of replacement will be deducted from any amounts due or to become due to the Contractor.

G. Permits, Inspection, Licenses, Certificates - The Contractor shall obtain and pay fees for permits, licenses, or certificates required by Federal, State, City/Town and/or airport authorities as necessary to perform the work, prior to starting construction, and in a timely manner to avoid delays in starting the job. The Contractor will abide by all requirements dictated by the municipality for such permits without any additional cost.

H. Compliance with Local and Other Codes - The Contractor shall comply with codes and standards, such as the National Electric Code, latest edition or local code. Where the requirements of the specifications and drawings exceed those codes, the Contractor shall comply with the requirements of the specifications and drawings.

I. Stop Work Orders - When the Contractor or subcontractors are notified by the COR of any non-compliance with the provisions of the contract and the action(s) to be taken, the Contractor will correct the unsafe or unhealthy condition. Life threatening or other serious violations will be corrected immediately. Non-serious violations will be corrected within 24 hours of the non-compliance notice. The COR may stop the work with a “stop work order” if the Contractor fails to comply promptly with all or any part of the work being performed. When, in the opinion of the COR, satisfactory corrective action has been taken to correct the unsafe and unhealthy condition, the Contractor may resume work. The Contractor shall not be allowed any extension of time or compensation for damages by reason of or in connection with such work stoppage.

J. Temporary Facility - The Contractor shall provide and pay for all temporary services and facilities as specified below and as necessary for the proper and expeditious execution of the work. The Contractor shall make, or have made all connections to existing services and sources of supply as necessary and/or indicated and pay all charges for same. The Contractor shall remove all such temporary installations and connections when no longer necessary for the project work.

1. Temporary Water - The Contractor shall make arrangements to furnish a water supply for workers in accordance with OSHA requirements. Contractor shall provide all temporary water and services to perform construction related activities; concrete work, coring, dust control, ETC.

2. Temporary Toilets and Sanitation - The Contractor shall provide temporary services for the full duration of the project. The Contractor shall provide ample and suitable on-site sanitary conveniences with proper enclosures for the use of the workers and other personnel employed at the site, in accordance with OSHA requirements. Locations will be subject to approval from the COR. After completion of the work, such conveniences will be promptly removed from the site.

3. Temporary Light and Power - The Contractor shall arrange for, provide and maintain all temporary electric light and power as required throughout the work. The Contractor shall pay all costs for the installation and use of such temporary light and power.

Summary of Work 01 11 00 - 6

a. The Contractor shall furnish, install, connect and maintain all the wiring, sockets, lamps, receptacles, switches, feeders, circuit work, etc. necessary to provide temporary artificial illumination and power as required for the performance of all work covered by these specifications or which may be required for safety and for inspection purposes. Contact the local power company, as required.

4. Temporary EG System – [Not Used]

K. Protection of Existing Vegetation, Improvements and Structures - The Contractor shall take all precautions necessary to protect the existing facilities, equipment, buildings, foundations, vegetation, etc., during construction. Any areas damaged by the Contractor or any subcontractors, will be repaired or replaced to their original conditions by the Contractor at no additional cost to FAA. Repairs will be approved by the COR and will match to original finish.

The Contractor shall provide all temporary covers, enclosures, barricades, etc., required to protect the existing facilities.

L. Schedules

1. Project Schedule - The Contractor shall, within ten (10) calendar days from date of award of contract, submit to the CO for approval a practical project schedule (if it varies with schedule submitted as part of RFP offer). The schedule will show the order in which the Contractor proposes to carry out the work, the date on which he/she shall start the several salient features (including procurement of materials, plant and equipment), night work required including cutovers, and the contemplated dates for completing the work. The schedule shall be in the form of a progress chart of suitable scale to indicate the ap-proximate percentage of work scheduled for completion at any time. The Contractor shall enter on the chart the actual progress at such intervals as directed by the CO. The project schedule shall include milestone schedule for payments. The milestones should be stated with requested reimbursement for each milestone (based upon actual costs, overhead and profit).

2. Progress Schedule - The Contractor, if requested by the CO, shall submit a progress schedule at such intervals as directed by the CO. If the Contractor fails to submit a progress schedule within three (3) business days, the CO may withhold approval of progress payment estimates until the Contractor submits the required progress schedule.

• Site Layout

• Concrete Work

• Shelter Placement

• Electrical / Mechanical Work

• Equipment assembly / installation

• CAI/JAI

3. Hours of Work - Unless otherwise approved by the COR, all work shall be based on a standard 8 - hour workday unless longer hours have been approved and accomplished between the hours of 6:00 a.m. to 6:00 p.m. daily, except weekends and Federal holidays.

No work is allowed on weekends and Federal holidays unless approved by the CO in writing and as identified in contract documents. Approved weekend-Night work for testing and cutovers are not part of the standard 40-hour workweek.

Summary of Work 01 11 00 - 7

M. Site Access – Access to the site will be via a pre-determined route identified and agreed upon at the preconstruction conference. All Contractor personnel who do not have a license to drive on the airfield shall wait at the gate for escort. All Contractor personnel who do have a badge that authorizes them to drive on the airfield shall wait at the gate and coordinate with the COR before following procedures to enter and drive on the airfield. The Contractor shall provide all contractor and subcontractor employees working on this project in an aircraft operations area with security badges and/or Contractor Escort required badges to be issued by the Airport.

Temporary badges shall be issued for personnel that do not have a badge. Under no circumstances shall any personnel enter the airfield without a badge.

N. Special Site Conditions - This Facility is operational, unscheduled loss of power is unacceptable.

Electrical power will be available at all times. The disruption of power will only be allowed as a scheduled shutdown with an approved plan, coordinated with the COR.

O. Equipment and Waste Disposal - The Contractor shall provide on-site covered containers for the collection of construction waste materials, debris and rubbish and periodically remove the aforementioned materials from the site. Any spillage on access and haul routes will be cleaned up immediately. Disposal location to be determined by the Contractor and approved by the COR. All equipment, materials, spoil, waste and debris removed from the work site and not specified for reuse or identified as salvageable items, or identified as contaminated contents will be disposed of off site in areas authorized by the applicable County, State and/or Local agencies and in accordance with current rules and regulations governing the disposal of such waste. The Contractor will pay disposal fees and miscellaneous charges. Copies of all documentations of the disposal of any hazardous wastes will be submitted in accordance with Section 01 35 43.13.

P. Cleanup - The work site shall be kept clean and orderly during the progress of work.

Q. Final Cleaning - After final inspection, but before final acceptance of the work, all exterior surfaces of the equipment will be cleaned. All debris will be removed from the general site area.

R. As-Builts - The Contractor shall ensure that two sets of (GFE) D-sized contract drawings are marked to show any deviations and are kept current on a weekly basis. The deviation/revision shall be captured to reflect actual scaled dimensions and onsite conditions.

The COR shall work with the contractor to capture data on the D-size drawings and certify the accuracy of the as-built record. This information will then be retained by the COR (and the FAA) and used to reflect the as-constructed conditions.

S. Warranties - Warranty on installed equipment will be one year for both material and labor.

Documentation for the warranties will be provided to the FAA upon completion of the project.

1.7 SAFETY

OSHA and FAA safety standards will be enforced. In keeping with such standards, the Contractor shall, at a minimum, provide:

A. Safety Plan - The Contractor shall have a Safety Plan with the purpose of maintaining a safe working environment for construction workers employed on site. Two (2) copies of the plan shall be submitted to the CO for review and approval. As a minimum, the safety plan shall require weekly "tailgate" meetings, scheduled inspections of equipment which check for

Summary of Work 01 11 00 - 8 potential hazards created by wear, damages, etc. and a statement that the current Occupation Safety and Health Act (OSHA) regulations on safety in the construction industry, OSHA Title 29, Part 1910 and Part 1926, as well as FAA safety regulations, are followed. The plan will be used by the COR, who is OSHA trained, to insure that the work is accomplished in accordance with accepted safety practices.

B. First Aid and CPR - At least one (1) employee shall have a current certification in First Aid and

Cardio-Pulmonary Resuscitation (CPR) and be on the site at all times. Such employee shall be designated to provide first response medical treatment to site personnel in the event of an accident or other medical emergency. The employee shall not be permitted to work on live electrical circuits (including testing) or be placed in any other situation, which may endanger or interfere in their ability to provide medical treatment.

C. Trained Personnel - Personnel shall be properly trained in the usage of all equipment for which they will be required to use during the Contract. Documentation or other evidence of training may be requested by the COR at any time. Personnel without adequate training will be prohibited from using such equipment.

D. Material Safety Data Sheets - The Contractor shall have Material Safety Data Sheets (MSDS) conforming to Federal Standard 313A, written by the manufacturer, for all materials containing chemicals or other substances which may pose a hazard. One (1) copy of each MSDS will be submitted to the CO and one (1) copy of each MSDS will be kept on file at the job site at all times. The Contractor and subcontractors shall be prohibited from handling any material, which does not have an applicable MSDS on file at the site until such MSDS arrives on site.

E. Safety Equipment - The Contractor shall provide safety equipment including, but not limited to, a Red Cross approved First-Aid kit and the appropriate number of annually inspected, charged, fire extinguishers with the proper NFPA rating.

F. HAZCOM Program - The Contractor shall have a hazard communications (HAZCOM) program.

The Contractor and each subcontractor shall submit a copy of their HAZCOM program as well as a copy of their current OSHA 200 form, if requested.

G. Designated Foreman - When any construction activity is conducted at the site, the presence of a designated, competent, badged contractor’s foreman is required at the job site. The foreman must be qualified and capable of organizing and coordinating all activities of the Contractor and his subcontractors, and keeping a safe job site.

H. Work Force - The Contractor shall at all times, when construction activities are conducted, have a substantial number of workers for each task to proceed expeditiously and without generating delay, for lack of man-power.

PART 2 - MATERIALS AND EQUIPMENT

2.1 FAA/GOVERNMENT-FURNISHED EQUIPMENT/MATERIAL

A. General - The Contractor shall be responsible for inventory of the items indicated on the material list, transportation of material to the work site, and storage at the work site. All furnished material shall be made available to the Contractor within 30 days of a request. Partial transfers of furnished material shall not be made.

Summary of Work 01 11 00 - 9

B. Inventory - The COR with Contractor assistance shall inventory the furnished material and indicate the quantities received in the space provided on the furnished material list. The furnished material list shall be used as the property transferal document and shall be certified by the Contractor and the COR at the time of transfer.

C. Delivery to Site - Delivery of furnished material to the site will be by others. The on-site storage location of the material will be provided at the preconstruction conference.

2.2 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT

A. Material Deliveries - All material deliveries made under this contract shall be arranged for delivery to the Contractor's material staging area. This area shall be located as determined at the preconstruction conference. Delivery vehicles shall be directed to the material staging area.

B. Storage and Protection - The Contractor, through the COR, shall secure from FAA all necessary clearances for storage areas on site, including any time limitations upon the use of such areas.

The storage and protection of Contractor material will be the sole responsibility of the Contractor. The Contractor shall provide at own expense all fencing, shelters and security personnel as may be necessary for the protection of the material and equipment.

PART 3 - EXECUTION

3.1 WORK SEQUENCE

A. Work shall be performed in the following sequence:

1. FAA shall provide the Contractor with all necessary shop drawings, product data, and samples for all Government furnished equipment.

2. The Contractor shall submit all required product information, shop drawings, and samples as required in the specifications. Protective device time current characteristic curves will be those for the equipment being furnished. Alternate protective devices will be submitted for approval.

3. The Contractor is responsible for the removal of all debris from the premises.

4. The Contractor shall install all new equipment in accordance with the construction documents. The Contractor is responsible for handling, storing, and installing all furnished and non-furnished equipment.

5. Upon completion of installation and testing of the completed systems, inspect all system components. Remove any paint splatters and other spots, dirt, and debris. Touch up scratches and mars of finishes to match original finishes. Clean components internally using methods and materials recommended by equipment manufacturers.

3.2 CONTRACTOR USE OF PREMISES

A. General - During the construction period the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited

Summary of Work 01 11 00 - 10 only by the Government’s right to perform work or to retain other contractors on portions of the Project.

B. Airport Safety - The Contractor shall comply with all Airport Authority safety requirements for material disposal, badges, radio transceivers, flashing lights, vehicular operations on the AOA, special insurance requirements, displaced threshold markings, crane operations, delivery schedules and requirements and construction safety plans according to OSHA or FAA requirements. The Airport Authority has jurisdiction over operating procedures on and around the airport. The Contractor shall comply with the items discussed at the preconstruction conference.

C. Equipment Operation - No equipment will be permitted to extend above the 20:1 obstruction clearance plane along the extended centerline of the runway when landing operations are conducted on the runway. The 20:1 obstruction clearance plane starts at the displaced threshold four hundred (400) feet inboard from the runway threshold (at the runway elevation).

D. Runway Safety Area Construction Limitations - No construction materials and/or construction equipment shall be stored within two-hundred fifty (250) feet of the active runway centerline or within one hundred fifty (150) feet of the active taxiway centerline overnight.

No excavation will be allowed to remain open (unprotected) overnight within two hundred fifty

(250) feet of the centerline of the runway nor within one hundred fifty (150) feet of the centerline of the taxiway. If the construction activity necessitates that an excavation remain open overnight within this area, the Contractor shall obtain specific written approval from the COR and MASSPORT Operations to utilize steel plates having a minimum thickness of one (1) inch to fully cover the excavation.

Outside the safety zone, over 250 feet from the centerline of the runway and over 150 feet of the centerline of the taxiway, no excavations will be allowed to remain open without the specific written approval of the airport operator and the COR. If approval has been received, the trenches and/or excavations left open overnight shall be marked with warning tape, flashing yellow construction lights, and/or other approved method of marking the construction area.

E. Use of the Site - Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated.

1. 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.

F. Use of the Existing Building - Maintain the existing Facility Building in a weather tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building during the construction period.

G. MASSPORT Contractor Requirements

1. MASSPORT requires the Contractor to supply an approved/valid “Red Badged” Massport Licensed Escort at all times. A minimum of one escort with a valid “Red Badge” shall be on-

Summary of Work 01 11 00 - 11 site at all times with the Contractor and sub-contractor. Presence of a badged FAA employee shall not constitute as being escorted. All escorting shall be done by the Contractor.

3.3 GOVERNMENT-FURNISHED EQUIPMENT / MATERIAL

A. FAA will furnish a Dupont fiberglass engine generator shelter along with the installed equipment listed in Appendix A. The shelter shall be delivered to the site and off-loaded by others.

1. FAA will arrange for and deliver necessary shop drawings and product data to the

Contractor.

2. The Contractor shall arrange for delivery of furnished equipment/materials according to the Contractor's Construction Schedule. The Contractor shall request delivery of the equipment/materials in writing to the CO and the COR, 4 weeks prior to the requested delivery date. FAA will forward the Contractor’s request to the FAA for distribution to Dupont, the engine generator shelter supplier.

3. The Contractor shall assist in the off-loading and placement on the concrete foundation.

4. At the site, the COR and Contractor will jointly inspect items for damage.

5. If furnished items are damaged, defective, or missing, the FAA will arrange for replacement.

6. The Contractor shall designate required delivery dates of furnished material in the

Contractor's Project Schedule.

7. The Contractor shall review shop drawings and product data and return them to the COR noting discrepancies or problems anticipated in use of the product.

8. The Contractor is responsible for receiving, storing and securing furnished items at the site.

9. The Contractor is responsible for protecting furnished items from damage, including damage from exposure to the elements. The Contractor shall repair or replace items damaged as a result of contractor’s operations, at no additional cost to the FAA.

Summary of Work 01 11 00 - 12

APPENDIX A

Government Furnished Equipment/ Material List:

Item# Item Description Quantity Received Remark

DUPONT 20’ x 12’ x 10’ (interior ceiling height) fiberglass engine generator shelter with double aluminum doors.

1 Factory Installed

2 120V light switch, 20A, commercial grade 2 Factory Installed

3 4’ premium grade LED industrial fixture 6 Factory Installed

4 Exterior LED flood light with 24-hour mechanical time switch 2 Factory

Installed

5 Emergency Light 2 Factory Installed

6 Exit Light 1 Factory Installed

7 General purpose duplex receptacle, 125V, 20A 8 Factory

Installed

8 GFI duplex receptacle, 125V, 20A, Min.

UL Group I, Class A 4 Factory

Installed

Square D NF Type (or approved equal) single phase, 120/240V, 225AF, 125A main breaker, 30 circuits

1 Factory Installed

10 Rayvoss 120-2S-M3-2-06-A (or approved equal) TVSS 1 Factory

Installed

11 Square D H224N (or approved equal) disconnect switch 1 Factory

Installed

12 Rayvoss 120-2S-M1-O-06-H (or approved equal) TVSS 1 Factory

Installed

13 Square D H223N (or approved equal) disconnect switch 1 Factory

Installed

14 Siemens DTF224 (or approved equal) disconnect switch 1

Factory Mounted, Wired by others (PSG)

3KW, 240V, electric unit heater with mounting bracket and line voltage thermostat

2 Factory Installed

16 Exhaust fan with bird screen and thermostat 1 Factory

Installed

Summary of Work 01 11 00 - 13

12” x 12” motorized control damper, 2-position damper, parallel blade, concealed linkage.

1 Factory Installed

24” x 24” motorized control damper, 2-position damper, parallel blade, concealed linkage

1 Factory Installed

36” x 36” motorized control damper, 2-positioin damper, parallel blade, concealed linkage.

1 Factory installed

18 26”W x 26”H x 26”D rain hood 1 Shipped loose for install by Contractor

19 38”W x 38”H x 38”D rain hood 1 Shipped loose for install by Contractor

Any discrepancies shall immediately be identified to the FAA Project Manager through the COR in writing. Items not identified, and found to be missing during the course of installation shall become the responsibility of the Contractor at no additional cost to the Government.

CERTIFICATION OF PROPERTY TRANSFER TO CONTRACTOR

MATERIAL (S) AS LISTED ABOVE

DATE TRANSFERRED____________________

ITEM NO (S) ______________________________

COR/CO ________________________________

SIGNATURE

CONTRACTOR ___________________________

SIGNATURE

END OF SECTION 01 11 00

SECTION 01 33 00 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 GENERAL

A. Samples, certificates, reports, catalog cuts, letters, shop drawings, etc. required under this specification shall be submitted to the CO and/or Project Engineer. All products specified herein to meet certain published specifications shall have clarifications submitted which state compliance with such specifications. The Contractor shall provide a minimum of ten (10) business days for FAA to review the submittals, unless otherwise noted in the specifications.

Rejection of submittals shall not be grounds for claims by the Contractor.

1.2 SUBMITTAL PROCEDURE

A. Three (3) complete sets (to include one reproducible) of all shop drawings and/or product data shall be submitted by the Contractor to the CO. Two sets will be marked and returned to the Contractor by the Project Engineer, with the approval status noted.

B. All submittals shall be accompanied by transmittal letters identifying the contents of the submittal. Transmittal letters shall consist of one original and one copy.

C. Work requiring an approved submittal shall not be initiated prior to approval of that submittal.

D. Submittals from subcontractors shall be reviewed and approved by the Contractor and coordinated with any other work involved before they are transmitted for review. Submittals shall be complete and detailed, and assembled in sets. Incomplete or inadequate descriptions will not be approved.

1.3 SUBMITTAL APPROVAL

A. Approved As Submitted - If “Approved As Submitted” is marked by the Project Engineer, each copy of the submittal will be identified as having received such approval by being stamped (or annotated) and dated. After submittals have been approved, no changes or substitutions will be permitted without written approval by the Project Engineer.

B. Approved As Noted - If “Approved As Noted” is marked by the Project Engineer, the submittal is satisfactory contingent upon the Contractor’s acceptance of comments and notations. If accepted, resubmittal is not required.

C. Not Approved - If “Not Approved” is marked by the Project Engineer, the submittal does not meet job requirements and the Contractor must resubmit. If submittal is disapproved, the Contractor shall resubmit the corrected material in the same quantity as specified for the original submittal.

1.4 SUBSTITUTE MATERIAL

The Contractor may submit for approval material other than that specified if it meets the following:

A. Meets or exceeds the specifications as determined by the FAA.

B. Material is available on a timely basis.

C. Substitution of a material shall not obligate the FAA for additional costs which may be associated with furnishing and installing the substitute material. Substitution submissions shall be clearly marked as such and shall meet the requirements of paragraph 2.1, Submittals. The Contractor shall allow ten (10) business days from date of receipt by the Project Engineer for substitute submission approval.

PART 2 - MATERIALS

2.1 SUBMITTALS REQUIRED

Submittals required shall include but not necessarily be limited to the following:

A. Safety Plan Section 01 01 00 B. Schedule Section 01 01 00 C. Progress Schedule Section 01 01 00 D. Contractor Furnished Materials Section 01 01 00 E. Permits, Inspection, Licenses, Certificates Section 01 01 00 F. Hazardous Materials and Waste Disposal Receipts Section 01 01 00 G. Safety Data Sheets/Material Safety Data Sheets Section 01 01 00 H. As-Built Drawings Section 01 01 00 I. Warranties Section 01 01 00 J. Concrete Design Mixtures and Batch/Delivery Tickets Section 03 30 00 K. Documentation, Testing, and Training for GFE Section 26 00 02 L. Common Work Results for Electrical Systems Section 26 05 00 M. Low-Voltage Electrical Power Conductors and Cables Section 26 05 19 N. Grounding and Bonding for Electrical Systems Section 26 05 26 O. Hangers and Supports for Electrical Systems Section 26 05 29 P. Raceways and Boxes for Electrical Systems Section 26 05 33 Q. Vibration and Seismic Controls for Electrical Systems Section 26 05 48 R. Identification for Electrical Systems Section 26 05 53 S. Overcurrent Protective Device Coordination Study Section 26 05 73 T. Earth Moving including Trenching Permit Section 31 20 00 U. Dewatering Plan Section 31 23 19 V. Excavation Support/Protection Design Section 31 50 00

PART 3 - EXECUTION

Not Applicable

Construction Project Submittal Log Task Order Number: Contractor Project Name: BOS GS EG Shelter Replacement Purchase Order No.:

Location: BOSTON, MA Anticipated Completion Date:

Facility: 4R GS Specification No.:

* * * Submittals Due Prior to Notice-to-Proceed for On-Site Construction * * * Item No.

Specifications Paragraph

Description Date Due

Date Received

Date Approved

Date Returned

Action Remarks

1 00 73 19 Para. 1.5.E Contractor Safety Plan 2 01 11 00 Para. 1.5.L Schedule 3 01 11 00 Para. 2.2 Contractor Furnished Material 4 01 11 00 Para. 1.5.G Permits, Inspection, Licenses, Certificates

5 01 11 00 Para 1.7 A Safety Plan 6 01 11 00 Para. 1.7.D Safety Data Sheets (SDS)/Material

Safety Data Sheets (MSDS)

7 01 11 00 Hazardous Materials and Disposal 8 31 20 00 Para. 1.2 Massport Permits 9 31 23 19 Para 1.5 De-Watering drawing and design data

10 31 50 00 Para. 1.3 Excavation Support/Protection Design

* * * Submittals Due Prior to Completion of the Contract * * * Item No.

Spec Paragraph Description Date Due

Date Received

Date Approved

Date Returned

Action Remarks

1 01 11 00 Para. 1.5.L 2 Progress Schedule 2 01 11 00 Para. 1.5.O Hazardous Waste Disposal

Receipts

3 01 11 00 Para. 1.5.R As-Built Markups 4 01 11 00 Para. 1.5.S Warranties 5 03 30 00 Para. 1.3 Design Mix, batch/delivery tickets 6 All Applicable Mechanical

Sections

7 All Applicable Electrical Sections 8 Division 26 00 02 Documentation, Testing, Training 9 Division 26 05 19 Power Conductors and Cables

10 Division 26 05 26 Grounding and Bonding 11 Division 26 05 48 Seismic Controls

12 Division 26 05 53 Electrical Identification 13 31 20 00 Para. 1.5 Site material source and load tickets

END OF SECTION 01 33 00

Hazardous Materials 01 35 43.13 - 1

SECTION 01 35 43.13 - ENVIRONMENTAL PROCEDURES FOR HAZARDOUS MATERIALS

PART 1 - GENERAL

1-14 SAFETY AND…