3c Specifications.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SCOPE OF SERVICES FOR

Replace Underwater Members – Covered Moorings

PSN 23010287

BASE BOSTON

BOSTON, MASSACHUSETTS

LTJG Kristen A. Durham-Young David N. Glass

DESIGN PROJECT MANAGER BRANCH CHIEF

Michael P. Carosotto

TECHNICAL DIRECTOR, BY DIRECTION

COMMANDING OFFICER

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

Replace Underwater Members – Covered Moorings 23010287

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 CONSTRUCTION SCHEDULE/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

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 05 – METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

DIVISION 09 – FINISHES

09 97 13.26 COATING OF NEW STEEL WATERFRONT STRUCTURES

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 10 35 DIVING

-- End of Project Table of Contents --

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET ID SHEET NO SITE SHEET TITLE

G-001 01 BASE BOSTON COVER SHEET

G-002 02 BASE BOSTON GENERAL NOTES

G-101 03 BASE BOSTON SITE PLAN

S-101 04 BASE BOSTON WORK PLAN

S-301 05 BASE BOSTON REPAIR SECTION

S-501 06 BASE BOSTON REPAIR DETAILS

S-901 07 BASE BOSTON PHOTOS

-- End of Document --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes structural repairs to the Covered Mooring Floating Dock.

The work must be conducted by the contractor to provide the least possible interference to the activities of the government’s property. The work includes, but is not limited to the following activities:

a. Replace nine underwater steel bracings, bolt connections, and brackets.

(1) Provide replacement channel steel brackets for each identified guide pile. Replace the bolt connections and the steel braces between the identified guide piles.

b. Perform a complete inspection and report on the Covered Mooring Floating

Dock’s underwater condition.

1.1.2 Location

The work shall be located at the United States Coast Guard Base Boston, Boston, Massachusetts Covered Mooring Floating Dock (RPUID: 68028), located immediately outboard of Wharf 4. The exact location will be shown by the

Contracting Officer.

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 LOCATION OF UNDERGROUND FACILITIES

Not used.

1.3.1 Notification Prior to Excavation

1.4 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

SECTION 01 11 00 Page 2

1.5 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.

1.6 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.

1.7 INSPECTION

The Contractor shall keep the Contracting Officer or the duly appointed

Contracting Officer’s Representative (COR) fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.7.1 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

PART 3 EXECUTION

--End of Section--

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

1.1 CONSTRUCTION OPERATIONS

The Contractor must coordinate all floating dock work with the Contracting

Officer or Contracting Officer’s Representative (COR).

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 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.

1.2.2 Working Hours

Regular working hours are permitted to be 10 hours, subject to tidal and weather conditions. Expected working hours are an 8 hour period established by the Contracting Officer Monday through Friday, excluding Government holidays.

1.2.3 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.

1.2.4 Exclusionary Period

1.2.5 Occupied and Existing Building[s]

The Contractor shall be working around existing buildings which are occupied.

Do not enter the buildings without prior approval of the Contracting Officer.

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

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

SECTION 01 14 00 Page 2

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the Covered Moorings during the construction period.

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

1.2.6 Utility Cutovers and Interruptions

1.3 SECURITY REQUIREMENTS

All contractor and subcontractor personnel and equipment must conform to the security requirements for working on and around USCG Base Boston.

1.3.1 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the

Contracting Officer, Commanding Officer, or Officer-in-Charge of the facility.

1.3.2 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. 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

SD-02 Shop Drawings

SECTION 01 33 00 Page 2

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

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-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

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.

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.

SECTION 01 33 00 Page 3

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.

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.

SECTION 01 33 00 Page 4

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 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

SECTION 01 33 00 Page 5 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.

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.

SECTION 01 33 00 Page 6

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 via DoD

SAFE. 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.

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.

SECTION 01 33 00 Page 7

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, ANSI Size D, 22 by 34 inches, is preferred.

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.

1.5.5 Format of Samples

1.5.6 Format of Administrative Submittals

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

When hard copy submission is required, submit two 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

1.6.4 Number of Copies of Administrative Submittals

SUBMITTAL REGISTER

REPLACE UNDERWATER MEMBERS – COVERED MOORINGS PSN: 23010287; BOSTON, MA

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

Construction

Schedule/Schedule of Values

SD-01,

Preconstruction

Submittals

1 Construction of Values

1.2

Section

01 35 29

Safety and

Occupational

Health

Requirements

SD-07,

Certificates

2 Accident

Prevention Plan

1.3.2.1

3 Activity Hazard 1.5

REPLACE UNDERWATER MEMBERS – COVERED MOORINGS PSN: 23010287; BOSTON, MA

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

Construction of Values

SD-01,

1 Construction of Values

1.2

Section

01 35 29

Safety and

Occupational

Health

SD-07,

Certificates

2 Accident

Prevention Plan

1.3.2.1

3 Activity Hazard 1.5

Analysis

SD-11, Closeout

Submittals

1.2

4 Crane Reports 1.2

5 Crane Critical Lift

Plan

1.2

6 Certificate of

Compliance

1.2

Section

01 50 00

Temporary

Facilities and

Controls

SD-01

Submittals

1.2

7 Construction Site

Plan

1.3

Section

01 57 19

Temporary

Environmental

Controls

SD-01

Submittals

1.3

8 Environmental

Protection Plan

1.3.

9 Storage Inventory

Form

1.3

SD-06, Test

Reports

1.3

10 Laboratory

Analysis

1.5

SD-11, Closeout

Submittals

1.3

11 Preconstruction

Survey

1.3

12 Solid Waste

Disposal Permit

1.6.2

13 Waste

Determination

Documentation

1.6.3

14 Disposal

Documentation for

Hazardous and

Regulated Waste

1.6.4

15 Contractor 40

CFR Employee

Training Records

1.6.5

16 Regulatory

Notification

1.6.6

17 Solid Waste

Disposal Report

1.6.8

18 Contractor

Hazardous

Material Inventory

Log

1.11

Section

01 77 00

Closeout

Procedures

SD-11, Closeout

Submittals

1.1

19 As-Built Drawings 1.3.1

20 Record of

Materials

1.1

Section

02 41 00

Demolition

SD-01

21 Demolition Plan 1.10

22 Existing Work 1.6.2

SD-07 Certificates 1.3

23 Notifications 1.4.1

Section

05 05 23.16

Welding, Structural

SD-03 Product

Data

1.4

24 Welding

Procedure

Qualifications

1.5

25 Welder, Welding

Operator, and

Tacker

Qualification

1.5

26 Inspector

Qualification

1.4

27 Previous

Qualifications

1.4

28 Pre-Qualified

Procedures

1.4

SD-06 Test

Reports

1.4

29 Quality Control 1.4

30 Nondestructive

Examination

1.4

31 Independent Third

Party Weld

Inspection

1.7

SD-07 Certificates 1.4

32 Commercial

Diver’s Certificate

1.4

33 Certified Welding

Procedure

Specification

(WPS)

1.4

34 Certified

Procedure

Qualification

Records (PQR)

1.4

35 Certified Welder

Performance

Qualifications

(WPQ)

1.4

Section

05 12 00

Structural Steel

SD-02 Shop

Drawings

36 Fabrication

Drawings

1.7.1

SD-06 Test

Reports

1.4

37 Bolts, Nuts, and

Washers

12.2

SD-07 Certificates

38 Steel 2.1

39 Bolts, Nuts, and

Washers

2.2

Section

09 97 13.26

Coating of Steel

Waterfront

Structures

40 Epoxy-polyamide 2.1.1.1

Section

35 10 35

Diving

SD-01

Submittal

41 Dive Safety Plan 1.6

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 (Latest Edition) Personal Fall Protection -

Safety Requirements for Construction and

Demolition Operations

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.8 (Latest Edition) 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 (Latest Edition) Safety -- Safety and Health

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (Latest Edition) Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70E (Latest Edition) Electrical Safety in the

Workplace

Accident Prevention Plan (APP)

SECTION 01 35 29 Page 2

Activity Hazard Analysis (AHA)

Reports

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

Crane Reports

Crane Critical Lift Plan

Certificate of Compliance

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer shall attend the pre-construction conference.

1.3.1.1 Weekly Safety Meetings

Hold weekly at the project site. Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the QC Contractor

Quality Control daily report.

1.3.1.2 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.

1.3.1.3 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.

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

SECTION 01 35 29 Page 3

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.

e. Confined Space Entry Plan. Not Applicable.

f. Hazardous Material Use. Not Applicable.

g. Hazardous Energy Control Plan. For hazardous energy sources, comply with EM-385-1-1, paragraph 12.A.07.

h. Critical Lift Plan. Weight handling critical lift plans shall be prepared and signed in accordance with EM-385-1-1, paragraph

16.c.18.

i. 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 [once every six months] for lengthy projects, to reflect any new changes during the course of construction, due to changes of personnel, equipment, systems or work habits.

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

k. Lead Abatement Plan. Not Applicable.

l. Asbestos Abatement Plan. Not Applicable.

m. Site Demolition Plan. The safety and health aspects prepared in accordance with Section 02 41 00, "Demolition".

n. Excavation Plan. Not Applicable.

o. Training Records and Requirements. List of mandatory training and certifications which are applicable to this project (e.g. explosive actuated tools, confined space entry, fall protection, crane

SECTION 01 35 29 Page 4 operation, vehicle operator, forklift operators, personal protective equipment); list of requirements for periodic retraining/certification; outline requirements for supervisory and employee safety meetings.

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

q. 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.

Not Used.

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

3.1.2 Unforeseen Hazardous Material

The design should have identified materials such as PCB, lead paint, and friable and nonfriable asbestos. If additional 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."

SECTION 01 35 29 Page 5

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

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 EXCAVATIONS

3.5 ELECTRICAL

3.5.1 Conduct of Electrical Work

Underground electrical spaces must be certified safe for entry before entering to conduct work. Cable intended to be cut must be positively identified and de-energized prior to performing each cut. Positive cable identification must be made prior to submitting any outage request for electrical systems. Arrangements are to be coordinated with the Contracting

Officer and Station Utilities for identification. The Contracting Officer will not accept an outage request until the Contractor satisfactorily

SECTION 01 35 29 Page 6 documents that the circuits have been clearly identified. Perform all high voltage cutting remotely. 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. When working in energized substations, only qualified electrical workers shall be permitted to enter. 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. Insulating blankets, hearing protection, and switching suits may be required, depending on the specific job and as delineated in the Contractor AHA.

3.5.2 Portable Extension Cords

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

3.6 WORK IN CONFINED SPACES

3.7 CRYSTALLINE SILICA

3.8 HOUSEKEEPING

3.8.1 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 referred to within the text by the

FEDERAL HIGHWAY ADMINISTRATION (FHWA)

FHWA MUTCD (Latest Edition) Manual on Uniform Traffic

Control Devices

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70E (Latest Edition) Standard for Electrical

Safety in the Workplace

NFPA 241 (Latest Edition) Safeguarding Construction, Alteration, and Demolition Operations

Construction site plan

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes used for this contract. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 TEMPORARY UTILITIES

1.4.1 Contractor Utilities

The Contractor shall provide his own utilities.

1.4.2 Utilities at Special Locations

Reasonable amounts of utilities will be made available without charge. The

Contractor will be responsible for making connections, providing transformers and meters, and making disconnections; and for providing backflow preventer devices on connections to domestic water lines. Under no circumstances will taps to base fire hydrants be allowed for obtaining domestic water.

Section 01 50 00 Page 2

1.5 WEATHER PROTECTION

1.5.1 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 removing or securing scaffolding 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.

1.6 STATION OPERATION EFFECTS ON CONTRACTOR OPERATIONS

1.6.1 Interruption of Vehicular Traffic

If during the performance of work, it becomes necessary to modify vehicular traffic patterns at any locations, notify the Contracting Officer at least

15 calendar days prior to the proposed modification date, and provide a

Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan shall be in accordance with State and local regulations and the FHWA MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements outside Station's jurisdiction. Provide cones, signs, barricades, lights, or other traffic control devices and personnel required to control traffic.

1.7 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:

1.7.1 Storage Size and Location

The open site available for storage shall be within 1,000 feet of the operations area as determined by the Contracting Officer.

1.7.2 Storage in Existing Buildings

Storage is not allowed in the buildings.

1.8 TEMPORARY SANITARY FACILITIES

Provide adequate sanitary conveniences of a type approved for the use of persons employed on the work, properly secluded from public observation, and maintained in such a manner as required and approved by the Contracting

Officer. Maintain these conveniences at all times without nuisance. Upon completion of the work, remove the conveniences from the premises, leaving the premises clean and free from nuisance. Dispose of sewage through connection to a municipal, district, or station sanitary sewage system.

Where such systems are not available, use chemical toilets or comparably effective units, and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.

Include provisions for pest control and elimination of odors.

Section 01 50 00 Page 3

Provide temporary sewer and sanitation facilities that are self-contained units with both urinals and stool capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. The doors shall be self-closing. Locate the facility behind the construction fence or out of the public view.

1.9 TEMPORARY BUILDINGS

Temporary facilities (including trailers) shall be in like new condition.

Locate these facilities where directed and within the indicated operations area. Storage of material/debris under such facilities is prohibited.

Contractor shall be responsible for the security of the stored property.

1.9.1 Maintenance of Temporary Facilities

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

1.9.2 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.

Not Used.

3.1 TEMPORARY PHYSICAL CONTROLS

3.1.1 Access Controls

3.1.1.1 Temporary Barricades

Contractor shall provide for barricading around all work areas to prevent public access.

3.1.1.2 Fencing

Section 01 50 00 Page 4

3.1.1.3 Signs

Place warning signs at the construction area perimeter designating the presence of construction hazards requiring unauthorized persons to keep out.

Signs must be placed on all sides of the project, with at least one sign every 300 feet. All points of entry shall have signs designating the construction site as a hard hat area.

3.1.1.4 Traffic Work

3.2 TEMPORARY WIRING

3.3 GRASS CUTTING

Section 01 57 19 Page 1

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

1 GENERAL

extent referenced. The publications are referred to in the text by the

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.1200 Hazard Communication

40 CFR 112 Oil Pollution Prevention

40 CFR 122.26 EPA National Pollutant Discharge Elimination

System Permit Regulations

40 CFR 241 Guidelines for Disposal of Solid Waste

40 CFR 243 Guidelines for the Storage and Collection of

Residential, Commercial, and Institutional

Solid Waste

40 CFR 258 Subtitle D Landfill Requirements

40 CFR 260 Hazardous Waste Management Systems: General

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Generators of Hazardous Waste

40 CFR 263 Transporters of Hazardous Waste

40 CFR 264 Owners and Operators of Hazardous Waste

Treatment, Storage, and Disposal Facilities

40 CFR 265 Interim Status Standard for Owners and

Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities

40 CFR 266 Management of Specific Hazardous Wastes and

Specific Types of Hazardous Waste Management

Facilities

40 CFR 268 Land Disposal Restrictions

40 CFR 270 EPA Administrated Permit Programs: The

Hazardous Waste Permit Program

Section 01 57 19 Page 2

40 CFR 271 Requirements for Authorization of State

Hazardous Waste Programs

40 CFR 272 Approved State Hazardous Waste Management

Programs

40 CFR 273 Universal Waste Management

40 CFR 279 Used Oil Regulations

40 CFR 280 Owners and Operators of Underground Storage

Tanks

40 CFR 300 National Oil and Hazardous Substances

Pollution Contingency Plan

40 CFR 355 Emergency Planning and Notification

40 CFR 372-SUBPART D EPA Toxic Chemical Release Reporting

Regulations

40 CFR 716 Health and Safety Data Reporting

40 CFR 761 Polychlorinated Biphenyls (PCBs)

Manufacturing, Processing, Distribution in

Commerce, and Use Prohibitions

49 CFR 173 Shipments and Packagings

49 CFR 178 Packagings

1.2 DEFINITIONS

1.2.1 Sediment

Soil and other debris that have eroded and have been transported by runoff water or wind.

1.2.2 Solid Waste

Garbage, refuse, debris, sludge, or other discharged material (except hazardous waste as defined in paragraph entitled "Hazardous Waste" or hazardous debris as defined in paragraph entitled "Hazardous Debris"), 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

Section 01 57 19 Page 3 trees, grasses and plants that are indicated to remain, be re-located, or be re-used are not included.

b. Surplus soil: Existing soil that is in excess of what is required for this work, including aggregates intended, but not used, for on-site mixing of concrete, mortars and paving. Contaminated soil meeting the definition of hazardous material or hazardous waste is not included.

c. Inert construction and demolition debris: Broken or removed concrete, masonry, and rock asphalt paving; ceramics; roofing paper and shingles. Inert materials [may] [may not] be re-inforced with or contain ferrous wire, rods, accessories and weldments.

d. Wood: Dimension and non-dimension lumber, plywood, chipboard, hardboard. Treated and/or painted wood that meets the definition of lead contaminated or lead based contaminated paint is not included.

e. Scrap metal: Scrap and excess ferrous and non-ferrous metals such as re-inforcing 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.

f. Paint cans: Metal cans that are empty of paints, solvents,…