P8135760SPEC.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SCOPE OF WORK

FOR

REPLACE FIRE ALARM DEVICES

AT

US COAST GUARD SECTOR NORTHERN NEW ENGLAND

WORK ORDER NO. 8135760

PROJECT ENGINEER BRANCH CHIEF

TECHNICAL DIRECTOR, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVER ST. SUITE 100

WARWICK, RHODE ISLAND 02886

REPLACE FIRE ALARM DEVICES WORK ORDER NO: 8135760

TABLE OF CONTENTS 1

TABLE OF CONTENTS

SPEC SECTION PART PAGE TITLE

01 11 00 1 SUMMARY OF WORK

01 11 00 1 1 GENERAL

01 11 00 1.1 1 WORK COVERED BY

CONTRACT DOCUMENTS

01 11 00 1.1.1 1 PROJECT DESCRIPTION

01 11 00 1.1.2 1 MANDATORY SITE VISIT

01 11 00 1.1.3 2 LOCATION

01 11 00 1.2 2 EXISTING CONDITIONS

01 11 00 1.3 7 SUPERVISION

01 11 00 1.4 7 PRECONSTRUCTION

CONFERENCE

01 11 00 1.5 7 INSPECTION

01 11 00 1.5.1 7 CONTRACTOR’S DAILY LOG

01 11 00 2 7 PRODUCTS (Not Used) 01 11 00 3 7 EXECUTION (Not Used)

01 14 00 1 WORK RESTRICTIONS

01 14 00 1.1 1 CONTRACTOR ACCESS AND

USE OF PREMISES

01 14 00 1.2 2 SECURITY REQUIREMENTS

01 14 00 2 2 PRODUCTS (Not Used) 01 14 00 3 2 EXECUTION (Not Used)

01 32 00 1 CONSTRUCTION SCHEDULE/

SCHEDULE OF VALUES

01 32 00 1.1 1 SUBMITTALS

01 32 00 1.2 1 CONSTRUCTION SCHEDULE

01 32 00 1.3 2 UPDATED SCHEDULES

01 32 00 2 2 PRODUCTS (Not Used)

01 32 00 3 2 EXECUTION

01 32 00 3.1 2 PROGRESS UPDATES

01 33 00 1 SUBMITTAL PROCEDURES

01 33 00 1.1 1 DEFINTIONS

01 33 00 1.2 3 SUBMITTALS

01 33 00 1.3 3 USE OF SUBMITTAL REGISTER

01 33 00 1.4 4 PROCEDURES FOR

SUBMITTALS

01 33 00 1.5 6 FORMAT OF SUBMITTALS

01 33 00 1.6 8 QUANTITY OF SUBMITTALS

01 33 00 2 8 PRODUCTS (Not Used) 01 33 00 3 8 EXECUTION (Not Used)

TABLE OF CONTENTS 2

01 35 29 1 SAFETY & OCCUPATIONAL

HEALTH REQUIREMENTS

01 35 29 1 1 GENERAL

01 35 29 1.1 1 REFERENCES

01 35 29 1.2 2 SUBMITTALS

01 35 29 1.3 2 QUALITY ASSURANCE

01 35 29 1.4 2 ACCIDENT PREVENTION PLAN

(APP)

01 35 29 2 3 PRODUCTS (Not Used)

01 35 29 3 3 EXECUTION

01 35 29 3.1 3 CONSTRUCTION

01 35 29 3.2 3 PERSONNEL PROTECTION

01 35 29 3.3 4 ELECTRICAL

01 35 29 3.4 4 HOUSEKEEPING

01 50 00 1 TEMPORARY FACILITIES AND

CONTROLS

01 50 00 1 1 GENERAL

01 50 00 1.1 1 REFERENCES

01 50 00 1.2 1 TEMPORARY UTILITIES

01 50 00 1.3 1 WEATHER PROTECTION

01 50 00 1.4 1 STORAGE AREAS

01 50 00 1.5 2 TEMPORARY BUILDINGS

01 50 00 2 2 PRODUCTS (Not Used) 01 50 00 3 2 EXECUTION (Not Used)

01 57 19 1 TEMPORARY

ENVIRONMENTAL CONTROLS

01 57 19 1 1 GENERAL

01 57 19 1.1 1 REFERENCES

01 57 19 1.2 1 DEFINITIONS

01 57 19 1.3 2 ENVIRONMENTAL

PROTECTION REQUIREMENTS

01 57 19 1.4 3 UNFORESEEN HAZARDOUS

MATERIAL

01 57 19 2 3 PRODUCTS (Not Used)

01 57 19 3 3 EXECUTION

01 57 19 3.1 3 PROTECTION OF NATURAL

RESOURCES

01 57 19 3.2 4 CONTROL AND DISPOSAL OF

SOLID WASTE

01 57 19 3.3 4 PETROLEUM PRODUCTS

01 57 19 3.4 4 RELEASES/SPILLS OF OIL AND

HAZARDOUS SUBSTANCES

01 57 19 3.5 5 DUST CONTROL

TABLE OF CONTENTS 3

01 77 00 1 CLOSEOUT PROCEDURES

01 77 00 1 1 GENERAL

01 77 00 1.1 1 SUBMITTALS

01 77 00 1.2 1 PROJECT RECORD

DOCUMENTS

01 77 00 1.3 1 EQUIPMENT/PRODUCT

WARRANTIES

01 77 00 1.4 2 CELANUP

01 77 00 2 2 PRODUCTS (Not Used) 01 77 00 3 2 EXECUTION (Not Used)

01 78 23 1 OPERATION AND

MAINTENANCE DATA

01 78 23 1 1 GENERAL

01 78 23 1.1 1 SUBMISSION OF OPERATION

AND MAINTENANCE DATA

01 78 23 1.2 2 TYPES OF INFORMATION

REQUIRED IN O&M DATA

PACKAGES

01 78 23 1.3 3 SCHEDULE OF OPERATION

AND MAINTENANCE DATA

PACKAGES

01 78 23 2 3 PRODUCTS (Not Used) 01 78 23 3 3 EXECUTION (Not Used)

26 31 64 FIRE DETECTION AND ALARM

SYSTEM, ADDRESSABLE

28 31 64 1 1 GENERAL

28 31 64 1.1 1 REFERENCES

28 31 64 1.2 2 SUBMITTALS

28 31 64 1.3 4 GENERAL REQUIREMENTS

28 31 64 1.4 5 DELIVERY AND STORAGE

28 31 64 2 5 PRODUCTS

28 31 64 2.1 5 FIRE DETECTING DEVICES

28 31 64 3 6 EXECUTION

28 31 64 3.1 6 INSTALLATION

28 31 64 3.2 6 TESTING

TABLE OF CONTENTS 4

REFERENCE ENCLOSURES DOCUMENTS

ENCLOSURE (1) OFFICIAL PLOT PLAN

ENCLOSURE (2) 2016 BASE FIRE ALARM TEST

ENCLOSURE (3) BASE FIRE ALARM DRAWINGS

SUBMITTAL REGISTER

--End of Table of Contents--

REPLACE FIRE ALARM DEVICES WORK ORDER No: 8135760

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

A. Unless otherwise noted, the work includes the replacement of fire alarm detectors throughout several buildings at US Coast Guard Sector Northern New England located in S.

Portland, Maine. This shall include the replacement of heat detectors, smoke detectors, duct detectors and gas detector(s) in the quantities and types shown in Part 1.2 (Existing Conditions) below.

B. The remaining fire alarm system shall remain as is such as conduit, conductors, outlet boxes, control panels, annunciators, and audio/visual devices shall remain as is.

C. Devices being replaced shall be replaced in kind to include manufacturer, rating and type of device.

D. Enclosure (1) is the Official Plot Plan (Sheets 1-4) of the base provided for Reference purposes only.

E. Enclosure (2) is a 2016 Tyco Simplex Grinnell Fire Alarm Inspection Report which quantifies the different FA devices on the base by respective building. This report is for reference purposes only.

F. Enclosure (3) is a set of Reference Drawings set showing the existing base wide fire alarm system. These plans show types and locations of existing fire alarm devices. Refer to Reference Drawing Set P000367 (sheets 1-16).

G. Specification Section 28 31 73 provides additional requirements to include final testing of the base wide system leading to a final inspection and testing report.

H. Refer to Part 1.2 (Existing Conditions) for quantities and types of detectors that shall be replaced.

1.1.2 Mandatory Site Visit

A. Upon award of the contract, and prior to ordering of materials, the Contractor shall make a mandatory site visit to field verify existing conditions. This shall include validating and tabulating each fire alarm detector being replaced. Provide a typed list by “Building” to include the following:

SECTION 01 11 00 Page 2

Device type and ratings Device Manufacturer and Model Number Location (by Room) and quantities

Submit to the Contracting Officer upon completion of the Mandatory Site Visit.

B. Part 1.2 (Existing Conditions) assumes the quantities, types, and ratings reflect the existing conditions. However, if the site visit reveals a device of a different manufacturer, type or rating than was indicted, the Contractor shall document the discrepancy and provide that information to the Contracting Officer upon completion of the visit. If the discrepancy impacts the cost of the original contract, then a contract modification shall be negotiated with the Contracting Officer in writing prior to any changes being made. Part 1.2 (Existing Conditions) assumes the following which shall be field verified.

(1) Unless otherwise noted, all heat detectors are assumed to be Fixed Temperature

(135 Degree F) type. If it is discovered the heat detector is of a different type (i.e. rate of rise), document your bid price for the detector chosen which can be used to validate and change orders.

(2) Gas Detectors ratings must be field verified as this is an unknown. Document your bid price for the gas detector chosen which can be used to validate any change orders.

Chosen detector shall be of the addressable type from the manufacturer of the local FACP.

(3) Duct detectors must be field verified as the rating is unknown. Document your bid price for the gas detector chosen which can be used to validate and change orders. Chosen detector shall be of the addressable type from the manufacturer of the local FACP.

C. All discrepancies shall be noted and submitted to the Contracting Officer upon completion of the site visit. Any issues requiring a contract modification shall be clearly detailed in a letter to the Contracting Officer. If there are no discrepancies, submit a letter to the Contracting Officer indicating that the mandatory site visit has been completed and the results of that visit.

1.1.3 Location

The work shall be located at the US Coast Guard Sector Northern New England, S. Portland, ME located at 259 High Street, S. Portland, ME 04106.

1.2 EXISTING CONDITIONS

1.2.1 Reference Enclosures Documents

A. Enclosure (1): Official Plot Plan

(1) Refer to Enclosure (1) which is the Official Plot Plan (OPP) for base Sector Northern New England (NNE). This is for Reference purposes only.

SECTION 01 11 00 Page 3

(2) Building’s on Sheet #1 of the OPP are labeled with a lettering system; i.e. UM1, while Sheets 2 & 3 reference that lettering with the building’s respective name; i.e. UM1 = BLDG 3A-STA SOUTH PORT BLDG. This is the most current naming convention being used by the US Coast Guard. However, some building names have changed over the years, hence;

close attention should be spent examining the similarities and differences in naming convention between Enclosures (1), (2) & (3).

B. Enclosure (2): Fire Alarm Test

(1) Refer to Enclosure (2) which is the 2016 basewide testing of all building’s fire alarm system and devices. This is for Reference Purposes Only.

C. Enclosure (3): Reference Drawing of Base Fire Alarm System

(1) Refer to Enclosure (3) is a Reference Drawings set showing the existing base wide fire alarm system. These plans show types and locations of existing fire alarm devices. Refer to Reference Drawing Set P000367 (sheets 1-16). This is for Reference Purposes Only.

1.2.2 Building 1: BLDG 1- SECTOR ADMIN BLDG (RPFN XS1)

A. Building 1 has a Simplex 4100ES addressable Main Fire Alarm Control Panel (FACP) located in the Command Center on the Second Floor. This is the FACP for the entire base where all outlying building’s fire alarm control panels report.

B. On the first floor of Building 1 is an addressable Simplex 4005-9101 addressable FACP where respective Building 1 devices are terminated. The Simplex 4005 FACP reports to the 4100ES FACP located in the Command Center.

C. Replacing of the FA devices within the Building 1 Command Center is not in the contract as the FACP and FA devices in this space were recently replaced during a renovation project.

D. Refer to the Enclosure (2) 2016 Tyco Simplex Grinnell Fire Alarm Inspection Report.

Contractor shall replace the following devices:

33-Heat Detectors- Fixed Temperature (minus the Command Center devices) 18- Photoelectric Smoke Detectors (minus the Command Center devices)

1.2.3 Building 2: BLDG 2 - ENG ADMINISTRATION (RPFN XA1)

A. Building 2 has a Simplex 4002-8001 addressable Fire Alarm Control Panel (FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

SECTION 01 11 00 Page 4

C. Refer to the Enclosure (2) 2016 Tyco Simplex Grinnell Fire Alarm Inspection Report.

27-Heat Detectors- Fixed Temperature 4- Photoelectric Smoke Detectors

1.2.4 Building 3: ENG BLDG-WLMBR HOM (RPFN UM3)

A. Building 3 has a Simplex 4010-9101 addressable Fire Alarm Control Panel (FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

27-Heat Detectors- Fixed Temperature 7- Photoelectric Smoke Detectors

1.2.5 Building 3A a.k.a. Building 8: BLDG 3A – STA SOUTH PORT BLDG (RPFN UM1)

A. Building 3A has a Simplex 4020-8001 addressable Fire Alarm Control Panel (FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

1-Heat Detectors- Fixed Temperature 37- Photoelectric Smoke Detectors

1-Photoelectric Duct Detector

1.2.6 Sand Blast Building a.k.a. Building 4/Paint Shop: SAND BLAST BLDG (RPFN VM1)

A. Building 4 has a Simplex 4010-9101 addressable Fire Alarm Control Panel (FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

9-Heat Detectors- Fixed Temperature 2- Analog Duct Smoke Detector

1-Gas Detector

SECTION 01 11 00 Page 5

1.2.7 Building 5: BLDG 5 - ANT/WELDING SHOP (RPFN VI2)

A. Building 5 has a Simplex 4002-8001 addressable Fire Alarm Control Panel (FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

17-Heat Detectors- Fixed Temperature 2- Ionization Smoke Detectors

1.2.8 Building 6/6A: BLDG 6/6A - BARRACKS/GALLEY (RPFN WM1)

A. Building 6 has a Siemens FireFinder-XLS addressable Fire Alarm Control Panel (FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

11-Heat Detectors- Fixed Temperature 55- Photoelectric Smoke Detectors

1.2.9 Building 7: BLDG 7 - ISD (RPFN UW3)

A. Building 7 has a Simplex 4001-9403 addressable Fire Alarm Control Panel (FACP).

26-Heat Detectors- Fixed Temperature 4- Photoelectric Smoke Detectors

1.2.10 Boat Maintenance Facility a.k.a. Building 7: BOAT MAINT. FAC - ISD (RPFN VY1)

A. The Boat Maintenance Facility is connected to the Building 7 Simplex 4001-9403 addressable Fire Alarm Control Panel (FACP).

SECTION 01 11 00 Page 6

C. Refer to Enclosure (B); 2016 Tyco Simplex Grinnell Fire Alarm Inspection Report quantities for the Boat Maintenance Facility are included in the totals for Building 7 listed in

1.2.8 above.

1.2.11 Shackle Building: a.k.a. Building 9: SHACKLE BLDG (RPFN VA1)

A. The Shackle Building has a Siemens SXL-EX “Zoned” Conventional Fire Alarm Control Panel (FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

Contractor shall replace the following CONVENTIONAL devices:

6-Heat Detectors- Fixed Temperature 5- Photoelectric Smoke Detectors

1.2.12 Boathouse; a.k.a. Building 10: OVER THE WATER BOATHOUSE (RPFN UB1)

A. The Boathouse has a Siemens SXL-EX “Zoned” Conventional Fire Alarm Control Panel

(FACP).

B. Refer to Enclosure (A); Reference Drawing set P000367 for drawings depicting the existing base fire alarm system.

C. Refer to Enclosure (B); 2016 Tyco Simplex Grinnell Fire Alarm Inspection Report which indicates the following devices which shall be replaced:

11-Heat Detectors- Fixed Temperature 55- Photoelectric Smoke Detectors

1.2.13 Existing Work

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the

SECTION 01 11 00 Page 7

Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.4 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

1.5 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.5.1 Contractor’s Daily Log

The Contractor shall be complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer’s Representative.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

--End of Section--

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.1.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contracting Officer Monday through Friday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.1.4 Occupied and Existing Buildings

The Contractor shall be working in existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times.

When necessary, protect the furniture, and replace the furniture in its original location upon completion of the work.

1.1.5 Fire Alarm Interruptions

The Contractor shall complete device replacements one building at a time. The building order shall be determined at the Pre-Construction meeting.

SECTION 01 14 00 Page 2

At the end of each workday, the fire alarm system shall be fully restored to normal with all detectors in place.

1.2 SECURITY REQUIREMENTS

The Contractor will not be permitted to enter the Building 1 Command Center or the Communications Center without a CG escort. No cell phones or recording equipment allowed in these spaces to include cameras.

1.2.1 Parking

Prohibited on any piers and waterfront areas. Do not park on or block the marked fire lanes at any time. Vehicles may stop on the piers or waterfront areas for 15 minutes for loading and unloading. An exception may be made for vehicles which are part of the equipment needed to do the required work and are attached or connected to the pier of ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment.

SECTION 01 32 00 Page 1

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The Construction Schedule shall clearly indicate the start and completion dates of major work components. The Schedule of Values shall clearly indicate unit value of all major work components.

The Construction Schedule shall incorporate at a minimum the following activities:

a. Mobilization

b. Demobilization

c. Pre-Construction Submittals

d. Work Activities

e. In-Progress Submittals

f. Final Government Inspection

SECTION 01 32 00 Page 2

g. Close-Out Submittals; i.e. Warranties, Operation and Maintenance Manuals, Posted Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete. Do not include mobilization and demobilization line items on the Schedule of Values.

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update.

Submit copies of the purchase orders and confirmation of the delivery dates as directed.

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values

SECTION 01 32 00 Page 3 such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification.

Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)".

Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

Construction Schedule Submittal register Schedule of Values Accident Prevention Plan Quality Control Plan

SECTION 01 33 00 Page 2

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the contractor for integrating the product or system into the project.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Final acceptance test and operational test procedure

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SECTION 01 33 00 Page 3

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

As-built drawings

Special warranties

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (a), (b), (c), and (d) as delivered by government.

1.3.1 Submittal Register

Submit submittal register. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (e) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

SECTION 01 33 00 Page 4

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work; components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing.

Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority that includes at least 10 working days. Period of review for each re-submittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

SECTION 01 33 00 Page 5

1.4.4.2 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria;

review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved

Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise contracting officer of variation, as required by paragraph entitled

"Variations."

d. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for re-submittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 10 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as

"approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

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d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until re-submittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal electronically, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e. samples), to office of approving authority.

The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

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b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-

10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

SECTION 01 33 00 Page 8

1.5.5 Format of Administrative Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply contractor's approval stamp to document, but to a separate sheet accompanying document.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. When hard copy submission is required, submit four copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.3 Number of Copies of Administrative Submittals

a. Unless otherwise specified, submit administrative submittals compliance with quantity requirements specified for product data.

SECTION 01 35 29 Page 1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 (2004) Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

ANSI Z359.1 (1992; Errata 1994; R 1999) Safety Requirements for

Personal Fall Arrest Systems, Subsystems and Components

ANSI A10.34 (2001; R 2005) Protection of the Public on or Adjacent to Construction Sites

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

CORPS OF ENGINEERS (COE)

EM 385-1-1 (2003) Safety -- Safety and Health Requirements

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2004) Safeguarding Construction, Alteration, and

Demolition Operations

NFPA 70 (2014) National Electrical Code

SECTION 01 35 29 Page 2

NFPA 70E (2012) Electrical Safety in the Workplace

Accident Prevention Plan (APP)

Submit one copy of each permit attached to each Daily Production Report.

Reports

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

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer shall attend the pre-construction conference.

1.3.1.1 New Employee Indoctrination

New employees will be informed of specific site hazards before they begin work.

Documentation of this orientation shall be kept on file at the project site.

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

Make the APP site specific.

1.4 ACCIDENT PREVENTION PLAN (APP)

1.4.1 Contents of the Accident Prevention Plan

a. Name and safety related qualifications of safety officer (including training and any certifications).

b. Qualifications of competent and of qualified persons.

SECTION 01 35 29 Page 3

c. Identity of the individual who will complete exposure data (hours worked); accident investigations, reports and logs; and immediate notification of accidents to include subcontractors.

d. Emergency response plan. Include a map denoting the route to the nearest emergency care facility with emergency phone numbers. Contractor may be required to demonstrate emergency response.

e. Fall Protection and Prevention (FP&P) Plan. The plan shall be site specific and address all fall hazards in the work place. It shall address how to protect and prevent workers from falling to lower levels when they are exposed to fall hazards above 6 feet. A qualified person shall prepare the plan.

f. Severe Weather Plan. Procedures of ceasing on-site operations during lightning or upon reaching maximum allowed wind velocities

2 PRODUCTS

Not Used.

3 EXECUTION

3.1 CONSTRUCTION

Comply with the accident prevention plan and other related submittals and activity fire and safety regulations.

3.2 PERSONNEL PROTECTION

3.2.1 Hazardous Noise

Provide hazardous noise signs, and hearing protection, wherever equipment and work procedures produce sound-pressure levels greater than 85 dBA steady state or 140 dBA impulse, regardless of the duration of the exposure.

3.2.2 Fall Protection

Enforce use of the fall protection device designated for each specific work activity in the FP&P plan and/or AHA all times when an employee is on a surface 6 feet or more above lower levels. Personal fall arrest systems are required when working from an articulating or extendible boom, scissor lifts, swing stages, or suspended platform. Fall protection must comply with ANSI A10.32.

SECTION 01 35 29 Page 4

3.3 ELECTRICAL

3.3.1 Conduct of Electrical Work

When work requires Contractor to work near energized circuits as defined by the NFPA 70, high voltage personnel must use personal protective equipment that includes, as a minimum, electrical hard hat, safety shoes, insulating gloves with leather protective sleeves, fire retarding shirts, coveralls, face shields, and safety glasses.

3.3.2 Portable Extension Cords

Portable extension cords shall be sized in accordance with manufacturer ratings for the tool to be powered.

3.4 HOUSEKEEPING

3.4.1 Clean-up

All debris in work areas shall be cleaned up daily or more frequently as necessary.

Construction debris may be temporarily located in an approved location, however garbage accumulation must be removed each day.

3.5.2 Dust Control

In addition to the dust control measures required elsewhere in the contract documents dry cutting of brick or masonry shall be prohibited. Wet cutting must address control of water run off.

SECTION 01 50 00 Page 1

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

publications are referred to within the text by the basic designation only.

NFPA 241 (1996) Safeguarding Construction, Alteration, and

Demolition Operations

1.2 TEMPORARY UTILITIES

1.2.1 Contractor Utilities

The Contractor shall provide his own utilities.

1.3 WEATHER PROTECTION

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

1.3.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property. Completely fill any earth that has been excavated prior to leaving the site as to prevent public injury.

1.4 STORAGE AREAS

Contractor shall be responsible for security of his property. The Contract Clause entitled "FAR 52.236-10, Operations and Storage Areas" and the following apply:

SECTION 01 50 00 Page 2

1.4.1 Storage Size and Location

The open site available on base for storage shall be within 1,000 feet of the operations area and determined at the Pre-Construction meeting on site.

1.4.2 Storage in Existing Buildings

The Contractor shall be working around existing buildings; the storage of material will not be allowed in the buildings.

1.5 TEMPORARY BUILDINGS

Temporary facilities (including trailers) shall be in like new condition. Locate these facilities on base as indicated during the Pre-Construction meeting. Contractor shall be responsible for the security of the stored property.

1.5.1 Maintenance of Temporary Facilities

Suitably paint and maintain the temporary facilities. Failure to do so will be sufficient reason to require their removal.

1.5.2 Trailers or Storage Buildings

Trailers or storage buildings will be permitted, where space is available, subject to the approval of the Contracting Officer. The trailers or buildings shall be in good condition, free from visible damage rust and deterioration, and meet all applicable safety requirements.

Trailers shall be roadworthy and comply with all appropriate state and local vehicle requirements. Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense. A sign not smaller than 24 by 24 inches shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number. Trailers shall be anchored to resist high winds and must meet applicable state of local standards for anchoring mobile trailers.

Section 01 57 19 Page 1

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

publications are referred to in the text by the basic designation only.

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

29 CFR 1910 Occupational Safety and Health Standards

40 CFR 112 Oil Pollution Prevention

40 CFR 241 Guidelines for Disposal of Solid Waste

40 CFR 258 Subtitle D Landfill Requirements

40 CFR 268 Land Disposal Restrictions

40 CFR 355 Emergency Planning and Notification

40 CFR 716 Health and Safety Data Reporting

49 CFR 173 Shipments and Packaging

1.2 DEFINITIONS

1.2.1 Solid Waste

Garbage, refuse, debris, sludge, or other discharged material including solid, liquid, semisolid, or contained gaseous materials resulting from domestic, industrial, commercial, mining, or agricultural operations. Material not regulated as solid waste are: nuclear source or byproduct materials regulated under the Federal Atomic Energy Act of 1954 as amended; suspended or dissolved materials in domestic sewage effluent or irrigation return flows, or other regulated point source discharges; regulated air emissions; and fluids or wastes associated with natural gas or crude oil exploration or production.

a. Green waste: The vegetative matter from landscaping, land clearing and grubbing, including, but not limited to, grass, bushes, scrubs, small trees and saplings, tree stumps and plant roots. Marketable trees, grasses and plants that are indicated to remain, be re-located, or be re-used are not included.

Section 01 57 19 Page 2

b. Scrap metal: Scrap and excess ferrous and non-ferrous metals such as reinforcing steel, structural shapes, pipe and wire that are recovered or collected and disposed of as scrap. Scrap metal meeting the definition of hazardous material or hazardous waste is not included.

c. Recyclables: Materials, equipment and assemblies such as doors, windows, door and window frames, plumbing fixtures, glazing and mirrors that are recovered and sold as recyclable.

1.2.2 Debris

Non-hazardous solid material generated during the construction, demolition, or renovation of a structure which exceeds 2.5 inch particle size that is: a manufactured object; plant or animal matter; or natural geologic material (e.g. cobbles and boulders). A mixture of debris and other material such as soil or sludge is also subject to regulation as debris if the mixture is comprised primarily of debris by volume, based on visual inspection.

1.2.3 Garbage

Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

1.2.4 Oily Waste

Petroleum products and bituminous materials

1.2.5 Regulated Waste

Those solid waste that have specific additional Federal, state, or local controls for handling, storage, or disposal.

1.3 ENVIRONMENTAL PROTECTION REQUIREMENTS

Provide and maintain, during the life of the contract, environmental protection as defined.

Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Plan for and provide environmental protective measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with Federal, State, and local regulations pertaining to the environment, including water, air, solid waste, hazardous waste and substances, oily substances, and noise pollution.

1.3.1 Contractor Liabilities for Environmental Protection

The Contractor is advised that this project and the station are subject to Federal, State, and local regulatory agency inspections to review compliance with environmental laws and regulations. The Contractor shall fully cooperate with any representative from any Federal, Section 01 57 19 Page 3

State or local regulatory agency who may visit the job site and shall provide immediate notification to the Contracting Officer, who shall accompany them on any subsequent site inspections. The Contractor shall complete, maintain, and make available to the Contracting Officer, station, or regulatory agency personnel all documentation relating to environmental compliance under applicable Federal, State and local laws and regulations. The Contractor shall immediately notify the Contracting Officer if a Notice of Violation (NOV) is issued to the Contractor.

The Contractor shall be responsible for all damages to persons or property resulting from Contractor fault or negligence as well as for the payment of any civil fines or penalties which may be assessed by any Federal, State or local regulatory agency as a result of the Contractor's or any subcontractor's violation of any applicable Federal, State or local environmental law or regulation. Should a Notice of Violation (NOV), Notice of Noncompliance (NON), Notice of Deficiency (NOD), or similar regulatory agency notice be issued to the Government as facility owner/operator on account of the actions or inactions of the Contractor or one of its subcontractors in the performance of work under this contract, the Contractor shall fully cooperate with the Government in defending against regulatory assessment of any civil fines or penalties arising out of such actions or inactions.

1.4 UNFORESEEN HAZARDOUS OR REGULATED MATERIAL

If material that is not indicated in the contract documents is encountered that may be dangerous to human health upon disturbance during construction operations, stop that portion of work and notify the Contracting Officer immediately. Intent is to identify materials such as PCB, lead paint, mercury, petroleum products, and friable and nonfriable asbestos. Within 14 calendar days the Government will determine if the material is hazardous. If the material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If the material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

3.1 PROTECTION OF NATURAL RESOURCES

Preserve the natural resources within the project boundaries and outside the limits of permanent work.

3.1.1 Land Resources

Except in areas to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without the Contracting Officer's permission. Do not fasten or attach ropes, cables, or guys to

Section 01 57 19 Page 4 existing nearby trees for anchorages unless authorized by the Contracting Officer. Where such use of attached ropes, cables, or guys is authorized, the Contractor shall be responsible for any resultant damage.

3.1.2 Water Resources

3.1.2.1 Oily and Hazardous Substances

Prevent oil or hazardous substances from entering the ground, drainage areas, or navigable waters. In accordance with 40 CFR 112, surround all temporary fuel oil or petroleum storage tanks with a temporary berm or containment of…