P10109834SPECS.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATIONS

for

Temporary Homeport CGC EAGLE at

PIER 7, FORT TRUMBULL

New London, CT

PSN 10109834

K.D. McCarthy D. GLASS Project Engineer Branch Chief

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

Temporary Homeport CGC EAGLE Project No. 10109834

PROJECT TABLE OF CONTENTS

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 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER TIMBERWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 97 13 COATING OF STEEL WATERFRONT STRUCTURES, ZERO VOC, (SZC)

SPLASH ZONE COATING

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 31 - EARTHWORK

31 62 19.13 WOOD MARINE PILES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 13.16 MARINE FENDERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS 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 but is not limited to berthing upgrades which include the installation of two sections of timber fender piles and associated wales, and the repair of one section of timber fender piles and wales, all located on the North side of Pier 7. Three new sea cushions will be added, the repairs of one double bitt bollard foundation, as well as repair and recoating work to all double bitt bollards in the designated repair area as indicated on the repair site plan.

In addition, a heat treated water line will be connected into the existing inshore water connection and run out to the new berth location. The existing electrical and telecommunication line will be pulled back from the Berth 2 utility mound to the inshore utility mount and reconnected.

1.1.2 Location

The work shall be located at Fort Trumbull, Pier 7, Fort Trumbull, New London, CT, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

SHEET NO. DISCIPLINE

SHEET NO.

TITLE

1 G-001 COVER SHEET

2 G-002 DRAWING INDEX

3 G-003 NOTES

4 G-101 SITE PLAN

5 C-101 DEMOLITION PLAN

6 C-501 DEMOLITION DETAILS

7 S-101 REPAIR PLAN

8 S-501 REPAIR DETAILS

9 S-502 REPAIR DETAILS

10 M-101 MECHANICAL SITE PLAN AND SECTIONS

SECTION 01 11 00 Page 1

11 E-101 ELECTRICAL SITE PLAN

12 E-601 ELECTRICAL ONE LINE DIAGRAM - POWER

13 E-602 ELECTRICAL ONE LINE DIAGRAM -

COMMUNICATIONS

Two sets of full size and two sets of half size contract drawings, maps, and specifications will be furnished to the Contractor without charge.

Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.3 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.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. Pier 7 will remain in operation during the entire construction period.

The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of Pier 7. Access to the floating dock will be continuously maintained. The total project duration shall be as specified in the Contract Documents.

c. Permission to interrupt any Activity roads, parking areas, storage areas, access and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations of the adjacent USCG Station and Fort Trumbull State Park.

Identify on the construction schedule each factor which constitutes a potential interruption to operations.

e. The Contractor shall give proper notification to the US Coast Guard when operations shall interfere with the normal operations of Pier 7.

f. The pier load ratings shall be adhered to as determined by the Contracting Officer:

Uniform Live Load = 300 psf

Truck Load = AASHTO HS-20 Truck (or 19.8 kip wheel load maximum)

Truck Crane = 40 Ton Capacity (26 kip crane outrigger load over 12"x12" area)

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Station Regulations

1.2.1.1 Subcontractors and Personnel Contacts

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 Employee List

The Contractor shall provide to the Contracting Officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to

SECTION 01 14 00 Page 1 commencement of work under this contract.

1.2.3 Emergency Response Requirement

All personnel shall take shelter for personal safety in the event of certain emergencies. This policy includes Contractors, Subcontractors, and any person who is employed by the Contractor.

The most appropriate protective action for certain emergencies is to take shelter. Personnel shall immediately seek shelter while an assessment is made of the threat and determinations are being made regarding subsequent actions such as "all clear" or selected building evacuations.

1.2.4 Working Hours

Regular on-site working hours are 0630 to 1600, Monday through Friday, excluding Government holidays.

1.2.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 7 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.

1.2.6 Occupied and Existing Buildings

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

The Contractor shall relocate and reset temporary facilities to complete the work, as indicated or otherwise directed by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values; G

1.2 CONSTRUCTION SCHEDULE

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

The Contractor shall provide, to the Government representative, on a weekly basis, a construction schedule showing a two-week look ahead.

Construction Schedule/Schedule of Values form shall incorporate at a minimum the following activities:

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

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

i. As-Built Drawings

j. Factors which Constitute Potential Interruptions to Station Operations

SECTION 01 32 00 Page 1

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 Construction Schedule/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.

The Construction Schedule/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/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.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

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/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 32 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal(SD)

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)

SD-01 Preconstruction Submittals

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to

SECTION 01 33 00 Page 1 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

Daily checklists

SECTION 01 33 00 Page 2

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 3 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.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 USE OF SUBMITTAL REGISTER

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

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and

(f) as delivered by the government. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

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

Column (h) Contractor Approval Date: Date contractor needs approval of submittal.

Column (i) Contractor Material: Date that contractor needs material delivered to contractor control.

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.

SECTION 01 33 00 Page 4

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

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each 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 Considering Variations

Discussion with contracting officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

1.4.4.2 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.

1.4.4.3 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.

1.4.4.4 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.

SECTION 01 33 00 Page 5

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 20 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 electronically each submittal, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e.

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

1.5.2 Identifying Submittals

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

a. Project title and location.

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

SECTION 01 33 00 Page 7

30 by 42 inches.

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

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

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

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.

SECTION 01 33 00 Page 8

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.

b. Operation and Maintenance Manual Data: Submit in accordance with Section 01781, "Operation and Maintenance Data." Include components required in that section and the various technical sections.

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.

b. Submit administrative submittals required under "SD-19 Operation and Maintenance Manuals" to conform to Section 01 78 23, "Operation and Maintenance Data."

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 9

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line

Acti vity

Trans-mittal #

Specification

Section

SD

# Submittal Description Item Submitted

Paragraph

Classificati on: GOVT or A/E

Revwr Submit

Approval

Needed

By

Material

Needed

By

Action

Code

Date Of

Action

Date FWD to APPR /

Auth Date

RCD From

CONTR

Date

FWD To

Other

Revwr

Date

RCD

From

Other

Revwr

Action

Code

Date Of

Action

Mailed To

CONTR/

Date RCD

From

APPR

Authority Remarks

1 01 32 00 01 Preconstruction Submittals Construction Schedule/Schedule of

Values

3.1.1 G

2 01 33 00 01 Preconstruction Submittals Submittal Register G

3 01 35 26 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.7 G

4 01 35 26 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.8 G

5 01 35 26 01 Preconstruction Submittals Crane Critical Lift Plan 1.7.1 G

6 01 35 26 01 Preconstruction Submittals Crane Operators 1.6.1.2 G

7 01 35 26 06 Test Reports Notifications and Reports 1.12 G

8 01 35 26 06 Test Reports Accident Reports 1.12.2 G

9 01 35 26 06 Test Reports Crane Reports 1.12.3 G

10 01 35 26 07 Certificates Confined Space Entry Permit 1.9 G

11 01 35 26 07 Certificates Hot Work Permit 1.9 G

12 01 35 26 07 Certificates License Certificates 1.14 G

13 01 35 26 07 Certificates Contractor Safety Self-Evaluation

Checklist

1.4 G

14 01 35 26 07 Certificates Contractor Safety Self-Evaluation

Checklist

1.4 G

15 01 35 26 07 Certificates Third Party Certification of Barge-

Mounted Mobile Cranes

1.12.5 G

16 01 35 26 07 Certificates Certificate of Compliance (Crane) 1.6.1.2 G

17 01 35 26 07 Certificates Machinery & Mechanized Equipment

Certification Form

3.6.3 G

18 01 50 00 01 Preconstruction Submittals Construction site plan G

19 01 50 00 01 Preconstruction Submittals Traffic control plan 3.3.1 G

20 01 57 19 01 Preconstruction Submittals Preconstruction Survey 1.6.1 G

21 01 57 19 01 Preconstruction Submittals Solid Waste Management Permit 1.10 G

22 01 57 19 01 Preconstruction Submittals Regulatory Notifications 1.6.2 G

23 01 57 19 01 Preconstruction Submittals Environmental Protection Plan 1.7 G

24 01 57 19 01 Preconstruction Submittals Dirt and Dust Control Plan 1.7.9.1 G

25 01 57 19 01 Preconstruction Submittals Employee Training Records 1.6.5 G

26 01 57 19 01 Preconstruction Submittals Environmental Manager Qualifications 1.6.4 G

27 01 57 19 06 Test Reports Laboratory Analysis 3.6.1.1.2 G

28 01 57 19 06 Test Reports Inspection Reports G

29 01 57 19 06 Test Reports Solid Waste Management Report 3.6.2.1 G

30 01 57 19 07 Certificates Employee Training Records 1.6.5 G

31 01 57 19 07 Certificates Erosion and Sediment Control

Inspector

1.6.5 G

32 01 57 19 11 Closeout Submittals Stormwater Pollution Prevention Plan

Compliance Notebook G

33 01 57 19 11 Closeout Submittals Stormwater Notice of Termination G

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Temporary Homeport, CGC Eagle at Fort Trumbull

SUBMITTAL REGISTER

JOB NAME:

LOCATION: New London, Connecticut

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Temporary Homeport, CGC Eagle at Fort Trumbull

SUBMITTAL REGISTER

JOB NAME:

LOCATION: New London, Connecticut

CONTRACT NO:

CONTRACTOR:

34 01 57 19 11 Closeout Submittals Waste Determination Documentation 3.6.1 G

35 01 57 19 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste

3.6.3.5 G

36 01 57 19 11 Closeout Submittals Assembled Employee Training Records 1.6.5 G

37 01 57 19 11 Closeout Submittals Solid Waste Management Permit 1.10 G

38 01 57 19 11 Closeout Submittals Solid Waste Management Report 3.6.2.1 G

39 01 57 19 11 Closeout Submittals Hazardous Waste/Debris Management 3.6.3.1 G

40 01 57 19 11 Closeout Submittals Regulatory Notifications 1.6.2 G

41 01 57 19 11 Closeout Submittals Sales Documentation 3.6.2.1 G

42 01 57 19 11 Closeout Submittals Contractor Certification G

43 01 57 19 11 Closeout Submittals As-Built Topographic Survey G

44 01 78 00 03 Product Data As-Built Record of Equipment and

Materials G

45 01 78 00 03 Product Data Warranty Management Plan G

46 01 78 00 03 Product Data Final Cleaning G

47 01 78 00 08 Manufacturer’s Instructions Preventative Maintenance G

48 01 78 00 08 Manufacturer’s Instructions Condition Monitoring (Predictive

Testing) G

49 01 78 00 08 Manufacturer’s Instructions Inspection G

50 01 78 00 08 Manufacturer’s Instructions Instructions G

51 01 78 00 11 Closeout Submittals Record Drawings 1.2 G

52 01 78 00 11 Closeout Submittals Interim Form DD1354 G

53 01 78 00 11 Closeout Submittals Checklist for Form DD1354 G

54 01 78 00 11 Closeout Submittals Certificate of Coating Compliance G

55 02 41 00 01 Preconstruction Submittals Demolition Plan 1.2.1 G

56 02 41 00 07 Certificates Demolition Plan 1.2.1 G

57 02 41 00 11 Closeout Submittals Receipts of Approved Disposal G

58 03 01 30.71 01 Preconstruction Submittals Repair Plan 1.5.6 G

59 03 01 30.71 01 Preconstruction Submittals Testing Technicians 1.5.1.3 G

60 03 01 30.71 01 Preconstruction Submittals Testing Agencies 1.5.1.3 G

61 03 01 30.71 01 Preconstruction Submittals Field Survey Results G

62 03 01 30.71 01 Preconstruction Submittals Letter of Acceptance of Government's

Defect Quantities G

63 03 01 30.71 02 Shop Drawings Method of Performing the Surface

Preparation G

64 03 01 30.71 02 Shop Drawings Formwork G

65 03 01 30.71 03 Product Data Concrete G

66 03 01 30.71 03 Product Data Reinforcing Steel 2.1.3 G

67 03 01 30.71 03 Product Data Pre-Packaged Repair Material 1.3.1 G

68 03 01 30.71 03 Product Data Pre-Packaged Repair Material 1.5.4.1 G

69 03 01 30.71 03 Product Data Pre-Packaged Repair Material 2.1.1 G

70 03 01 30.71 03 Product Data Pre-Packaged Repair Material 2.2.1 G

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Temporary Homeport, CGC Eagle at Fort Trumbull

SUBMITTAL REGISTER

JOB NAME:

LOCATION: New London, Connecticut

CONTRACT NO:

CONTRACTOR:

71 03 01 30.71 03 Product Data Admixtures 1.6.3 G

72 03 01 30.71 05 Design Data Repair Material Mixing Proportioning 1.5.3 G

73 03 01 30.71 05 Design Data Trial Batch G

74 03 01 30.71 06 Test Reports Concrete G

75 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 1.3.1 G

76 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 1.5.4.1 G

77 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 2.1.1 G

78 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 2.2.1 G

79 03 01 30.71 06 Test Reports Aggregates G

80 03 01 30.71 06 Test Reports Admixtures 1.6.3 G

81 03 01 30.71 06 Test Reports Cement G

82 03 01 30.71 06 Test Reports Water 1.5.4.2 G

83 03 01 30.71 07 Certificates Form Removal Schedule G

84 03 01 30.71 07 Certificates Placement and Compaction 1.5.5 G

85 03 01 30.71 07 Certificates Mix Design G

86 03 01 30.71 08 Manufacturer’s Instructions Pre-Packaged Material G

87 03 01 30.71 08 Manufacturer’s Instructions Admixtures 1.6.3 G

88 03 01 30.71 08 Manufacturer’s Instructions Manufacturer's Material Safety Data

Sheets

1.9 G

89 05 50 13 02 Shop Drawings structural steel G

90 06 13 33 02 Shop Drawings timberwork 3.2.1 G

91 06 13 33 06 Test Reports Timber preservative inspection 1.4.2 G

92 06 13 33 06 Test Reports Delivery inspection list 1.4.3 G

93 06 13 33 07 Certificates MSDS and CIS 1.4.1 G

94 07 92 00 03 Product Data Sealants 2.2 G

95 07 92 00 03 Product Data Primers 2.3 G

96 07 92 00 03 Product Data Backstops 2.4 G

97 07 92 00 06 Test Reports Field Adhesion 3.1 G

98 09 97 13 05 Design Data Containment System 1.4.2.1 G

99 09 97 13 06 Test Reports Daily Inspection Reports 3.5.1.3 G

100 09 97 13 07 Certificates Implement Corrective Action G

101 09 97 13 07 Certificates Coating Materials G

102 09 97 13 07 Certificates Joint Sealant Materials G

103 09 97 13 08 Manufacturer’s Instructions Joint Sealant Instructions 1.5.1 G

104 09 97 13 08 Manufacturer’s Instructions Coating System Instructions 1.5.2 G

105 22 00 00 02 Shop Drawings Plumbing System 3.4.1 G

106 22 00 00 03 Product Data Piping G

107 22 00 00 03 Product Data Valves G

108 22 00 00 03 Product Data Welding 1.5.1 G

109 22 00 00 03 Product Data Vibration-Absorbing Features G

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Temporary Homeport, CGC Eagle at Fort Trumbull

SUBMITTAL REGISTER

JOB NAME:

LOCATION: New London, Connecticut

CONTRACT NO:

CONTRACTOR:

110 22 00 00 03 Product Data Plumbing System 3.4.1 G

111 22 00 00 06 Test Reports Tests, Flushing and Disinfection 3.4 G

112 22 00 00 06 Test Reports Test of Backflow Prevention

Assemblies G

113 22 00 00 07 Certificates Materials and Equipment 1.3 G

114 22 00 00 07 Certificates Bolts 2.1.1 G

115 22 00 00 10 Operation and Maintenance Data Plumbing System 3.4.1 G

116 22 07 19.00 40 02 Shop Drawings Installation Drawings 3.1 G

117 22 07 19.00 40 03 Product Data Adhesives 2.3 G

118 22 07 19.00 40 03 Product Data Coatings 2.3 G

119 22 07 19.00 40 03 Product Data Insulating Cement 2.3 G

120 22 07 19.00 40 03 Product Data Insulation Materials 2.3 G

121 22 07 19.00 40 03 Product Data Jacketing 2.3 G

122 22 07 19.00 40 03 Product Data Tape 2.3 G

123 22 07 19.00 40 08 Manufacturer’s Instructions Installation Manual 3.1 G

124 22 07 19.00 40 11 Closeout Submittals Record Drawings 3.4 G

125 22 07 19.00 40 11 Closeout Submittals Adhesives 2.3 S

126 22 07 19.00 40 11 Closeout Submittals Coatings 2.3 S

127 22 07 19.00 40 11 Closeout Submittals Insulation Materials 2.3 S

128 22 07 19.00 40 11 Closeout Submittals Recycled Materials 1.3.1 S

129 26 20 00 02 Shop Drawings Wireways 2.13 G

130 26 20 00 03 Product Data Receptacles 2.9 G

131 26 20 00 03 Product Data Circuit breakers 2.10.1 G

132 26 20 00 03 Product Data Switches 2.8 G

133 26 20 00 06 Test Reports 600-volt wiring test 3.5.2 G

134 26 20 00 06 Test Reports Grounding system test 3.5.3 G

135 31 62 19.13 03 Product Data Piles 2.1.1 G

136 31 62 19.13 03 Product Data Pile driving equipment 3.1.1 G

137 31 62 19.13 03 Product Data Hardware G

138 31 62 19.13 06 Test Reports Preservative treated piles 1.3.1 G

139 31 62 19.13 07 Certificates MSDS and CIS 1.3.2 G

140 31 62 19.13 07 Certificates Preservative Treatment G

141 31 62 19.13 07 Certificates Best Management Practices (BMPs) 1.3.3 G

142 35 59 13.16 02 Shop Drawings Foam Filled Fender G

143 35 59 13.16 03 Product Data Galvanized Steel Hardware G

144 35 59 13.16 03 Product Data Restraint Chains G

145 35 59 13.16 07 Certificates Galvanized Steel Hardware G

146 35 59 13.16 08 Manufacturer’s Instructions Installation Instructions 1.4.3 G

147 35 59 13.16 10 Operation and Maintenance Data Fender Manual 1.4.3 G

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2012) Fall Protection

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE Z359.1 (2016) The Fall Protection Code

ASME INTERNATIONAL (ASME)

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.3 (2016) Tower Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.8 (2015) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

NFPA 70E (2018; TIA 18-1; TIA 81-2) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

SECTION 01 35 26 Page 1

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

10 CFR 20 Standards for Protection Against Radiation

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400 Cranes and Derricks in Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

a. Competent Person for Fall Protection. A person who is capable of identifying hazardous or dangerous conditions in the personal fall arrest system or any component thereof, as well as their application and use with related equipment, and has the authority to take prompt corrective measures to eliminate the hazards of falling.

b. High Visibility Accident. Any mishap which may generate publicity or high visibility.

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

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

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

(1) Death, regardless of the time between the injury and death, or the length of the illness;

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

(3) Restricted work;

SECTION 01 35 26 Page 2

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in

(1) through (6) above.

f. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

Activity Hazard Analysis (AHA); G

Crane Critical Lift Plan; G

Proof of qualification for Crane Operators; G

SD-06 Test Reports

Notifications and Reports; G

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

Accident Reports; G

Crane Reports; G

SD-07 Certificates

Confined Space Entry Permit; G

Hot Work Permit; G

License Certificates; G

Contractor Safety Self-Evaluation Checklist; G

Third Party Certification of Barge-Mounted Mobile Cranes; G

Certificate of Compliance (Crane); G

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

Machinery & Mechanized Equipment Certification Form; G

SECTION 01 35 26 Page 3

1.4 CONTRACTOR SAFETY SELF-EVALUATION CHECKLIST

Contracting Officer will provide a "Contractor Safety Self-Evaluation Checklist" to the Contractor at the pre-construction conference. Complete the checklist monthly and submit with each request for payment voucher. An acceptable score of 90 or greater is required. Failure to submit the completed safety self-evaluation checklist or achieve a score of at least 90 may result in retention of up to 10 percent of the voucher.

Additionally, provide a Monthly Exposure Report and attach to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractor. Failure to submit the report may result in retention of up to 10 percent of the voucher. The Contracting Officer will submit a copy of the Contractor Safety Self-Evaluation and Monthly Exposure Report to the local safety and occupational health office.

1.5 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1 , and the federal, state, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.6 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

The SSHO must meet the requirements of EM 385-1-1 section 1 and ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one (1) person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Designated Representative/alternate shall be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO's training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17, entitled SITE SAFETY AND HEALTH OFFICER (SSHO), and all associated sub-paragraphs.

A Competent Person shall be provided for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan, and shall be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide the credentials of the Competent Persons(s) to the the Contracting Officer for acceptance in consultation with the Safety Office.

1.6.1.1.1 Contractor Quality Control (QC) Person:

The Contractor Quality Control Person can be the SSHO on this project.

SECTION 01 35 26 Page 4

1.6.1.2 Crane Operators

Meet the crane operators requirements in USACE EM 385-1-1 , Section 16 and Appendix I. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacitates of 50,000 pounds or greater, designate crane operators as qualified by a source that qualifies crane operators (i.e., union, a government agency, or an organization that tests and qualifies crane operators). Provide proof of current Certificate of Compliance (Crane) qualification.

1.6.2 Personnel Duties

1.6.2.1 Site Safety and Health Officer (SSHO)

The SSHO shall:

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily report.

b. Conduct…