P5522706SPC.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

MAJOR REPAIRS

AT

CG LIGHT STATION BOSTON

LITTLE BREWSTER ISLAND, MASSACHUSETTS

(SUFFOLK COUNTY)

PSN 5522706

PROJECT ENGINEER BRANCH CHIEF

A. A. JACOBS, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST

WARWICK, RHODE ISLAND 02886

PROJECT TABLE OF CONTENTS

DIVISION 01 ---- GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 ---- SITEWORK

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 03 ---- CONCRETE

03 01 50 CONCRETE REPAIR

DIVISION 04 ---- MASONRY

04 21 80 MASONRY REPAIR AND REPOINTING

DIVISION 05 ---- METALS

05 71 80 HISTORIC METALWORK REPAIRS

DIVISION 06 ---- WOOD AND PLASTICS

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 ---- THERMAL AND MOISTURE PROTECTION

07 31 80 WOOD SHINGLE ROOFING AND SIDING

07 62 10 COPPER SHEET METAL FLASHING

07 65 00 SELF ADHERING FLEXIBLE FLASHING

07 92 00 JOINT SEALANTS

DIVISION 08 ---- DOORS AND WINDOWS

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 52 00 ALUMINUM CLAD WOOD WINDOWS

08 52 18 WOOD WINDOWS

08 71 00 DOOR HARDWARE

DIVISION 09 ---- FINISHES

09 24 33 THOROSEAL PLASTER MIX

09 90 00 PAINTS AND COATINGS

DIVISION 12 ---- FURNISHINGS

12 21 00 WINDOW TREATMENT

Major Repairs 5522706

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

The work includes the following and incidental related work.

Boathouse: The work includes removing existing wood shingle roofing, providing new wood shingle roofing, new copper flashing, exterior painting, and replacing a damaged wood sash with a new single glazed wood sash.

Oil House: The work includes painting and repairing the cupola, replacing eave and rake trim with new flat trim and molding, repointing the north façade, and exterior painting.

Dwelling (now Station Building): The work includes the following items:

a. Removing existing wood shingle roofing and providing new wood shingle roofing and new copper flashing.

b. Provide new copper flashing at the chimney

c. Removing existing roofing and siding at dormer, and providing new wood shingle roofing, new siding, new flashing and new trim.

d. Removing existing double hung, awning, and basement windows, and providing new impact-resistant aluminum clad wood windows with simulated divided lites, with new trim and associated patching.

e. Removing existing fixed wood sash at the enclosed porch, and providing new fixed wood sash with divided lites. Trim and carpentry work is also included.

f. Removing rusted post bases (10) at the ramp, and providing new stainless steel post bases, along with associated carpentry and concrete work.

g. Repointing masonry at the basement walls, and repairing the foundation.

h. Removing (2) existing doors and frames, and providing (2) new commercial grade flush fiberglass reinforced plastic doors, frames, with integrally colored door faces and frames and new stainless steel hardware.

i. Exterior painting

j. At the porch, replacing 12 square feet of tongue and groove panels, and 16 linear feet of 2x3 framing.

k. At the roof, replacing 220 square feet of 3/4" thick wood board decking.

Emergency Generator Building (Former Fog Signal Building): the work includes the following items:

SECTION 01 11 00 Page 2 roofing.

b. Repointing and rebuilding existing brickwork, and providing new granite lintels.

c. Repairing the foundation.

d. Removing (3) existing double hung windows, and providing new impact-resistant aluminum clad wood windows with simulated divided lites, with new trim.

e. At the gable, removing existing wood shingle siding and providing new wood shingle siding.

f. Removing existing rake trim, wood gutters, and molding, and providing new rake trim, wood gutters, new moldings and new trim.

g. Providing new copper downspouts with transition sections and elbows.

h. Removing a pair of existing doors, and providing a pair of new commercial grade flush fiberglass reinforced plastic door with louvers, frame, with integrally colored door faces and frames and new stainless steel hardware.

i. Exterior painting of masonry, (1) window and trim

j. At the roof, replacing 400 square feet of 3/4" thick wood board decking.

Lighthouse: The work includes the following items:

roofing at the entry vestibule.

b. Repointing at the tower.

c. Painting and repairs at existing ironwork and metalwork, including the interior spiral stairway, ladders, doors, decks, windows, railings and the interior and exterior of the cupola.

d. Recoating the tower with Thoroseal plaster

1.1.2 Optional Bid Item 1

Optional Bid Item 1 includes the following items and incidental related work at the Cistern Building:

Removing existing wood shingle roofing, providing new wood shingle roofing, a new copper gutter and new copper downspouts, carpentry repairs, replacing a section of existing sheathing and providing new wood shingle siding, and exterior painting,

1.1.3 Location

The work shall be located at the U.S. Coast Guard Light Station Boston, Little Brewster Island, Massachusetts, in Boston harbor, approximately as indicated. The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 3

1.2 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 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 Station 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. Longer workdays may be negotiated due to mobilization and logistics issues.

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 and around existing buildings which are used or occupied for much of the year. The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Relocate movable furniture approximately 6 feet away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work.

Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.1.5 Sequencing

When a window is removed at the dwelling, a new window shall be installed in the same location during the same workday. Interior trim, patching and painting can be done on the following workday. Do not leave openings overnight without weather protection. Cover and protect openings during inclement weather; prevent precipitation from entering the building.

SECTION 01 14 00 Page 2

1.1.6 Utility Cutovers and Interruptions

a. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, and heating requires advance permission.

Make application 5 calendar days prior to such interruptions to allow arrangements to be made by the Government, giving the specific dates and estimated duration of outages.

1.2 PARKING

1.2.1 Parking

The work is located on Little Brewster Island. There are no paved roads on the island. Access is by sea or air. There is no parking available at any

Coast Guard site on the mainland for the Contractor workforce.

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. 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

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

Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station

Operations

Section 01 32 00 Page 2

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 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. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. 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 Progress Schedule

Submittal register

Schedule of values

Health and safety plan

Work plan

Quality control plan

Environmental protection 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.

Drawings prepared by or for the contractor to show how multiple systems and interdisciplinary work will be coordinated.

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.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion 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.)

Report which includes findings of a test required to be performed by the contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

SECTION 01 33 00 Page 3

Daily checklists

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.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

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-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

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

As-built drawings

Special warranties

Posted operating instructions

Training plan

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, SECTION 01 33 00 Page 4 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.

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.

SECTION 01 33 00 Page 5

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 resubmittal 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.

1.4.4.2 Warranting That Variation Are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work, and deliver the same service life and performance.

1.4.4.3 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 resubmittal, 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 4 copies per submittal.

SECTION 01 33 00 Page 6

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.

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 resubmittal 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

SECTION 01 33 00 Page 7

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.

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."

SECTION 01 33 00 Page 8

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.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8

1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to

8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.6 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.

SECTION 01 33 00 Page 9

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 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to contractor.

b. Submit one sample panel. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies of Administrative Submittals

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

SUBMITTAL REGISTER

Specification Section Number or Item Number

SD No., and Type of Submittal Material or Product

Specification Paragraph Number.

Requires Hard Copy Submission

Planned Submittal Date

Date Fwd to Appr Auth /Date Recd From Contr

Date Fwd to Other Reviewer

Date Recd From Other Reviewer

Action Code

Date of Action

Mailed to Contr / Recd From Appr Auth

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k)

Section

01 32 00

SD-01,

Preconstruction Submittals

1.2

1 Construction Schedule/Schedule of Values

1.2

Section

01 35 29

SD-07, Certificates 1.2

2 Accident Prevention Plan

1.2

3 Activity Hazard Analysis

1.2

Section

01 35 29

SD-11, Closeout Submittals

1.2

4 Reports 1.2

Section

01 50 00

SD-01

Preconstruction Submittals

1.2

5 Construction Site Plan

1.2

Section

01 57 19

SD-01

Preconstruction Submittals

1.3

6 Environmental Protection Plan

1.3.

Section

01 57 19

SD-06, Test Reports

1.3

7 Laboratory Analysis

1.3

Section

01 57 19

SD-11, Closeout Submittals

1.3

8 Preconstruction Survey

1.3

9 Solid Waste Disposal Permit

1.3.

10 Waste Determination Documentation

1.3

11 Disposal documentation for hazardous and regulated waste

1.3

12 Contractor 40 CFR employee training records

1.3

13 Solid Waste Disposal Report

1.3

14 Contractor Hazardous Material Inventory Log

1.3.

Section

01 77 00

SD-10, Operation and Maintenance Data

1.1

15 Equipment/product warranty list

1.1

Section

01 77 00

SD-11, Closeout Submittals

1.1

16 As-Built Drawings 1.1

17 Record of Materials

1.1

Section

01 78 23

Schedule of O & M Data Packages

1.3

18 Data Package 1 1.3.1

Section

02 82 33.13

SD-03 Product Data

1.4

19 Respirators 1.4

Section

02 82 33.13

SD-06 Test Reports

20 Sampling results 1.4

21 Occupational and Environmental Assessment Data Report

1.4

Section

02 82 33.13

SD-07 Certificates 1.4

22 Qualifications of

CP

1.4

23 Testing Laboratory qualifications

1.4

24 Training Certification of workers and supervisors

25 Lead-based paint/paint with lead removal/control plan including CP approval (signature, date, and certification number)

1.4

26 Rental equipment notification

1.4

27 Respiratory Protection Program

1.4

28 Hazard Communication Program

1.4

29 EPA or State approved hazardous waste treatment, storage, or disposal facility for lead disposal

1.4

30 Lead Waste Management Plan

1.4

31 Clearance Certification

1.4

Section

02 82 33.13

SD-08,

Manufacturer's Instructions

1.4

32 Chemicals and equipment;

Materials

1.4

33 Material safety data sheets for all chemicals

Section

02 82 33.13

SD-11 Closeout Submittals

34 Completed and signed hazardous waste manifest from treatment or disposal facility

1.4

35 Certification of Medical Examinations

1.4

36 Employee Training Certification

Section

03 01 50

SD-01,

Preconstruction Submittals

1.3

37 Work Plan 1.3

38 Demolition Plan 1.3

Section

03 01 50

SD-03, Product Data

1.3

39 Cement-Based Repair Product

1.3

40 Concrete Overlay 1.3

Section

04 21 80

SD-03, Product Data

1.3

41 Brick 1.3

42 Granite Lintels 1.3

Section

04 21 80

SD-04. Samples 1.3

43 Brick 1.3

44 Sample Panel of Brickwork

1.3

45 Mortar Color 1.3

46 Granite Lintel 1.3

Section

04 21 80

SD-05, Design Data

1.3

47 Mortar Mix 1.3

Section

05 71 80

SD-01

Preconstruction Submittals

1.3

48 Historic Metalwork Repair Plan

1.3

Section

05 71 80

SD-03, Product Data

1.3

49 Plastic Metal 1.3

Section

05 71 80

SD-08,

Manufacturer’s Instructions

1.3

50 Application Instructions

1.3

51 Manufacturer’s Material Safety Data Sheets

1.3

Section

06 20 00

SD-03, Product Data

1.3

52 Wood Moldings 1.3

53 Wood Gutters 1.3

54 Plastic Lumber 1.3

Section

06 20 00

SD-04, Samples 1.3

55 Plastic Lumber Moldings;

1.3

56 Wood Trim 1.3

Section

07 31 80

SD-02,

Manufacturer’s Catalog Data

1.2.1

57 Shingles 1.2.1

58 Cedar Breather 1.2.1

Section

07 31 80

SD-06, Instructions 1.2.2

59 Cedar Breather 1.2.2

Section

07 31 80

SD-14, Samples 1.2.3

60 Sample Panel 1.2.3

Section

07 62 10

SD-03, Product Data

1.3

61 Copper 1.3

62 Gutters 1.3

63 Downspouts 1.3

64 Solder Metal 1.3

65 Drip Edge 1.3

Section

07 62 10

SD-04, Samples 1.3

66 Materials 1.3

Section

07 65 00

SD-03, Product Data

1.2

67 Flashing Membrane

1.2

Section

07 92 00

SD-03, Product Data

1.2

68 Sealant 1.2.

69 Primers 1.2.

70 Bond Breakers 1.2.

71 Backstops 1.2

Section

08 22 20

SD-03, Product Data

1.2

72 Doors 1.2

73 Frames 1.2

Section

08 52 00

SD-03, Product Data

1.2

74 Windows 1.2

Section

08 52 00

SD-08,

Manufacturer’s Instructions

1.2

75 Windows 1.2

Section

08 52 00

SD-10, Operation and Maintenance Data

1.2

76 Windows, Data Package 1

1.2

Section

08 52 18

SD-03, Product Data

1.2

77 Wood windows and sash

1.2

Section

08 52 18

SD-10, Operations and Maintenance Data

1.2

78 Data Package 1 1.2

Section

08 71 00

SD-03, Product Data

1.2

79 Hardware Items 1.2

Section

08 71 00

SD-08,

Manufacturer’s Instructions

1.2

80 Installation 1.2

Section

08 71 00

SD-10, Operation and Maintenance Data

81 Data Package 1 1.2

Section

09 24 33

SD-03, Product Data

1.2

82 Materials 1.2

Section

09 24 33

SD-04, Samples 1.2

83 Finish Coat 1.2

84 Sample Panel 1.2

Section

09 90 00

SD-03, Product Data

1.1

85 Coating 1.2

Section

09 90 00

SD-04, Sample 1.2

86 Color 1.2

Section

09 90 00

SD-08,

Manufacturer’s Instructions

1.2

87 Manufacturer's Material Safety Data Sheets

1.2

88 Environmental Conditions For Applying Paint

1.2

89 Application Instructions

1.2

Section

12 21 00

SD-03, Product Data

90 Window Blinds 1.2

Section

12 21 00

SD-04, Samples 1.2

91 Window Blinds 1.2

Section

12 21 00

SD-08,

Manufacturer’s Instructions

1.2

92 Window Blinds 1.2

Section

12 21 00

SD-10, Operation and Maintenance Data

93 Window Blinds 1.2

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 A10.34 (2001; R 2005) Protection of the Public on or

Adjacent to Construction Sites

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

Requirements for Personal Fall Arrest

Systems, Subsystems and Components

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.22 (2005) Articulating Boom Cranes

ASME B30.5 (2004) Mobile and Locomotive Cranes

ASME B30.8 (2004) Floating Cranes and Floating Derricks

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

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 10 (2006; Errata 2006) Standard for Portable

Fire Extinguishers

SECTION 01 35 29 Page 2

NFPA 241 (2004) Safeguarding Construction, Alteration, and Demolition Operations

NFPA 51B (2003) Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2005; TIA 2005) National Electrical Code

NFPA 70E (2004; AMD 2004) Electrical Safety in the

Workplace

SD-07 Certificates

Accident Prevention Plan (APP)

Activity Hazard Analysis (AHA)

Reports

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

Certificate of Compliance

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer shall attend the pre-construction conference.

1.3.1.1 Work Phase Meetings

The appropriate AHA shall be reviewed and attendance documented by the

Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

1.3.1.2 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)

Submit the APP at least 15 calendar days prior to start of work at the job site, following Appendix A of EM-385-1-1. Make the APP site specific.

SECTION 01 35 29 Page 3

Submit the AHA for review at least 15 calendar days prior to the start of each phase. Format subsequent AHA as amendments to the APP. In accordance with contract quality control requirements each AHA will be reviewed during an on-site preparatory inspection.

1.4 ACCIDENT PREVENTION PLAN (APP)

Prepare the APP in accordance with EM-385-1-1 Table 1-1. Include the associated AHA and other specific plans, programs and procedures detailed in

Paragraphs 01.A.09 and 01.A.10 of EM-385-1-1, some of which are listed below.

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.

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. Conform to EM-385-1-1, paragraph 01.E and include a map denoting the route to the nearest emergency care facility with emergency phone numbers. Contractor may be required to demonstrate emergency response. Little Brewster Island has no emergency services.

e. Hazardous Material Use. Provisions to deal with hazardous materials, pursuant to the Contract Clause "FAR 52.223-3, Hazardous

Material Identification and Material Safety Data." and the following:

(1) Inventory of hazardous materials to be introduced to the site with estimated quantities.

(2) Plan for protecting personnel and property during the transport, storage and use of the materials.

(3) Emergency procedures for spill response and disposal, including a site map with approximate quantities on site at any given time. The site map will be attached to the inventory, showing where the hazardous substances are stored.

(4) Material Safety Data Sheets for inventoried materials not required in other section of this specification.

(5) Labeling system to identify contents on all containers on-site.

(6) Plan for communicating high health hazards to employees and adjacent occupants.

g. Fire Protection Plan: The plan shall include safety measures for fire prevention that addresses soldering copper and any other

SECTION 01 35 29 Page 4 potential source of heat that has the potential to ignite wood shingle roofing.

h. 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. The plan shall include fall protection and prevention systems, equipment and methods employed, responsibilities, rescue and escape equipment and operations, training requirements, and monitoring methods. FP&P

Plan shall be revised for lengthy projects, to reflect any new changes during the course of construction, due to changes of personnel, equipment, systems or work habits.

i. Silica Exposure Reduction. The plan shall include specific procedures to prevent employee silica inhalation exposures.

j. Lead Abatement Plan. The safety and health aspects of lead-based paint removal, prepared in accordance with Section 02 82 33.13 20, "Removal/Control And Disposal of Paint With Lead".

k. Training Records and Requirements. List of mandatory training and certifications which are applicable to this project (e.g. explosive actuated tools, fall protection, crane operation, vehicle operator, forklift operators, personal protective equipment); list of requirements for periodic retraining/certification; outline requirements for supervisory and employee safety meetings.

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

m. Emergency Lighting and Power Systems Plan (e.g. periodic testing of batteries for emergency lighting.)

1.5 ACTIVITY HAZARD ANALYSIS (AHA)

Prepare for each phase of the work. As a minimum, define activity being performed, sequence of work, specific hazards anticipated, control measures to eliminate or reduce each hazard to acceptable levels, training requirements for all involved, and the competent person in charge of that phase of work. For work with fall hazards, including fall hazards associated with scaffold erection and removal, identify the appropriate fall arrest systems. For work with materials handling equipment, address safeguarding measures related to materials handling equipment. For work requiring excavations, include excavation safeguarding requirements. The appropriate AHA shall be reviewed and attendance documented by the

Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

2 PRODUCTS

Not Used.

SECTION 01 35 29 Page 5

3 EXECUTION

3.1 CONSTRUCTION

Comply with EM-385-1-1, NFPA 241, the accident prevention plan, the activity hazard analysis and other related submittals and activity fire and safety regulations.

3.1.1 Hazardous Material Exclusions

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocynates, lead-based paint are prohibited.

Exceptions to the use of any of the above excluded materials may be considered by Contracting Officer upon written request by Contractor.

3.1.2 Unforeseen Hazardous Material

The design should have identified materials such as PCB, lead paint, and friable and nonfriable asbestos. If material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the

Government will direct the Contractor to proceed without change. If 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."

3.2 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.

3.2.2.1 Fall Protection for Roofing Work

Fall protection controls shall be implemented based on the type of roof being constructed and work being performed. The roof area to be accessed shall be evaluated for its structural integrity including weight-bearing capabilities for the projected loading.

a. Low Sloped Roofs:

SECTION 01 35 29 Page 6

(1) For work within 6 feet of an edge, on low-slope roofs, personnel shall be protected from falling by use of personal fall arrest systems, guardrails, or safety nets. Safety monitoring system is not adequate fall protection and is not authorized.

(2) For work greater than 6 feet from an edge, warning lines shall be erected and installed in accordance with 29 CFR 1926.502(f).

b. Steep Roofs: Work on steep roofs requires personal fall arrest system, guardrails with toe-boards, or safety nets. This requirement also includes residential or housing type construction.

3.3 SCAFFOLDING

Employees shall be provided with a safe means of access to the work area on the scaffold. Climbing of any scaffold braces or supports not specifically designed for access is prohibited. Stair towers or ladders built into scaffold systems in accordance with EM 385-1-1 Appendix J are required for work platforms greater than 20 feet in height. Contractor shall ensure that employees that are qualified perform scaffold erection. Do not use scaffold without the capability of supporting at least four times the maximum intended load or without appropriate fall protection as delineated in the accepted fall protection plan. Minimum platform size shall be based on the platform not being greater in height than three times the dimension of the smallest width dimension for rolling scaffold. Some Baker type scaffolding has been found not to meet these requirements. Stationary scaffolds must be attached to structural building components to safeguard against tipping forward or backward. Special care shall be given to ensure scaffold systems are not overloaded. Outrigger brackets used to extend scaffold platforms on self supported scaffold systems for the storage of material is prohibited.

The first tie-in shall be at the height equal to 4 times the width of the smallest dimension of the scaffold base.

3.4 ELECTRICAL

3.4.1 Conduct of Electrical Work

The Contracting Officer will not accept an outage request until the

Contractor satisfactorily documents that the circuits have been clearly identified. When racking in or live switching of circuit breakers, no additional person other than the switch operator will be allowed in the space during the actual operation. Plan so that work near energized parts is minimized to the fullest extent possible. Use of electrical outages clear of any energized electrical sources is the preferred method.

3.4.2 Portable Extension Cords

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

3.5 CRYSTALLINE SILICA

Grinding, abrasive blasting, and foundry operations of construction materials containing crystalline silica, shall comply with OSHA regulations, such as 29 CFR 1910.94, and EM-385-1-1, (Appendix C). The Contractor shall develop and implement effective exposure control and elimination procedures to include dust control systems, engineering controls, and establishment of

SECTION 01 35 29 Page 7 work area boundaries, as well as medical surveillance, training, air monitoring, and personal protective equipment.

3.6 HOUSEKEEPING

3.6.1 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.

3.8.2 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

extent referenced. The publications are…