12.a Attachment No. 1 - Specifications for PSN 16190401.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATIONS

for

NEW HOME PORT FOR USCG CUTTER EAGLE

Coast Guard Museum – USCGC EAGLE at

CITY PIER

New London, CT

PSN 16190401

D. GLASS

Design Team Supervisor

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

D. CASS

Design Project Manager

Michael Carosotto, PE Technical Director (By Direction)

Charlie Roberts

New Home Port For USCG Cutter EAGLE Coast Guard Museum - USCGC EAGLE New London, CT Project No. 16190401

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

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

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00 FACILITIES PREVENTATIVE MAINTENANCE PROGRAM

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

02 41 01 SILTATION CURTAINS/DEBRIS BOOMS

DI VI SI ON 03 - CONCRETE

03 20 00 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 30 00.01 MOORING HARDWARE

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 13 33 PIER TIMBERWORK

DI VI SI ON 26 - ELECTRI CAL

26 05 33 DOCKSIDE POWER CONNECTION STATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 29 MARINA ELECTRICAL WORK

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 62 19.13 WOOD MARINE PILES

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER PIPING

33 30 00 SANITARY SEWERAGE

PROJECT TABLE OF CONTENTS Page 1

33 32 16 WASTEWATER PUMPING STATION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 59 13.16 MARINE FENDERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

APPENDIX A - AMTRAK SPECIFICATIONS

APPENDIX B - SAMPLING RESULTS

APPENDIX C - PROJECT PERMITS

APPENDIX D - PAST PERMITS

APPENDIX E - CITY PIER AS-BUILTS

APPENDIX F - USCG ELECTRICAL & TELECOM CTSO

MPCarosotto Typewritten Text

APPENDIX F

MPCarosotto Typewritten Text

MPCarosotto Typewritten Text

USCG ELECTRICAL & TELECOM CSTO

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project which will be provided .

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET ID SHEET NO. SHEET TITLE

G-001 1 COVER SHEET

G-101 2 NOTES

C-101 3 SITE PLAN

C-102 4 CIVIL PLAN

C-103 5 PROPOSED DREDGE PLAN

C-301 6 PROPOSED DREDGE SECTIONS

S-101 7 EXISTING/DEMOLITION PIER PLAN AND SECTION

S-102 8 PROPOSED PIER PLAN AND SECTION

S-103 9 FENDER CUSHION PLANS

S-104 10 FORCE PROTECTION PLAN

S-501 11 DETAILS

S-502 12 DETAILS

P-101 13 PLUMBING SITE PLAN

P-501 14 PLUMBING DETAILS

P-502 15 RAILROAD DETAILS

E-001 16 ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS

E-101 17 ELECTRICAL SITE PLAN

E-401 18 ELECTRICAL PARTIAL PLAN

E-501 19 SP DETAILS

-- End of Document --

DOCUMENT 00 01 15 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 three sections of timber fender piles and associated wales, all located on the south side of City Pier. Three new sea cushions will be added to the south side of the pier, ten new 30 ton bollards with concrete pedestals, and shear plates at the expansion joints will be installed as indicated on the proposed work site plan. The existing bench on the south side of the pier will be modified and relocated to enable a heat traced water and sewer line to run out to the new berth location. A new sewer pump station and water vault will be located adjacent to the octagon building. The water will connect into the nearby City line. The existing berth on the south side will also be dredged to enable USCGC EAGLE to be berthed further inshore. The dredged material will be disposed of at an upland disposal facility. Based on initial samples the amended samples should be able to be used for beneficial reuse at a nearby site in Connecticut. Additional security features will also be installed including security barriers, additional lighting, CCTV cameras, and Internet.

Alternate Bid Items The two alternate bid items below are two different routes for the sewer force main to take to get into a gravity sewer system from the proposed sewer pump station.

1. Sewer Pipe to Manhole: The sewer force main will run towards the under construction National Coast Guard Museum (NCGM) building and connect into the proposed NCGM gravity sewer manhole, as shown on the plans.

2. Sewer Pipe under Rail: The force main would use an abandoned 24" sewer pipe to run under the rail and connect into the City gravity system.

There are currently two other force mains in the pipe that would also need to remain as separate lines.

See Sheets C-102 and P-101 for additional information.

1.1.1.1 Location

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

1.1.1.2 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

SECTION 01 11 00 Page 1 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.

1.1.1.3 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.

1.1.1.3.1 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. City Pier may be closed by the contractor during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the marina. Access to the marina will be continuously maintained.

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 National Coast Guard Museum (NCGM)Project.

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

e. The Contractor shall give proper notification to the contracting officer when operations shall interfere with the normal operations of City Pier, marina, or NCGM Project.

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

Uniform Live Load = 250 psf

Truck Load = AASHTO HS-20 Truck

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 commencement of work under this contract.

SECTION 01 14 00 Page 1

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, or in accordance with City ordinances.

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

SECTION 01 33 00 Page 3 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.

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, SECTION 01 33 00 Page 5 delays to government, or delays to separate contractors.

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

d. Correct and resubmit submittal as directed by approving authority.

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

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

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.

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

SECTION 01 33 00 Page 8 style, for comparison.

1.5.6 Format of Administrative Submittals

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

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

SUBMITTAL FORM,Jan 96 PAGE 1 OF 15 PAGES

01 32 00 SD-01 Preconstruction Submittals

3.1.1 GConstruction Schedule/Schedule

of Values

01 33 00 SD-01 Preconstruction Submittals

GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

1.8 GActivity Hazard Analysis (AHA)

1.7.1 GCrane Critical Lift Plan

1.6.1.2 GCrane Operators

SD-06 Test Reports

1.12 GNotifications and Reports

1.12.2 GAccident Reports

1.12.3 GCrane Reports

SD-07 Certificates

1.9 GConfined Space Entry Permit

1.9 GHot Work Permit

1.14 GLicense Certificates

1.4 GContractor Safety Self-Evaluation

Checklist

1.4 GContractor Safety Self-Evaluation

Checklist

1.12.5 GThird Party Certification of

Barge-Mounted Mobile Cranes

1.6.1.2 GCertificate of Compliance (Crane)

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

New Home Port For USCG Cutter EAGLE, New London, CT

SUBMITTAL FORM,Jan 96 PAGE 2 OF 15 PAGES

01 35 26 3.6.3 GMachinery & Mechanized

Equipment Certification Form

01 50 00 SD-01 Preconstruction Submittals

GConstruction site plan

3.3.1 GTraffic control plan

01 57 19 SD-01 Preconstruction Submittals

1.6.1 GPreconstruction Survey

1.10 GSolid Waste Management Permit

1.6.2 GRegulatory Notifications

1.7 GEnvironmental Protection Plan

GDirt and Dust Control Plan

1.6.5 GEmployee Training Records

1.6.4 GEnvironmental Manager

Qualifications

SD-06 Test Reports

3.6.1.1.2 GLaboratory Analysis

GInspection Reports

3.6.2.1 GSolid Waste Management Report

SD-07 Certificates

1.6.5 GEmployee Training Records

1.6.5 GErosion and Sediment Control

Inspector

SD-11 Closeout Submittals

GStormwater Pollution Prevention

Plan Compliance Notebook

GStormwater Notice of Termination

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SUBMITTAL FORM,Jan 96 PAGE 3 OF 15 PAGES

01 57 19 3.6.1 GWaste Determination

Documentation

3.6.3.5 GDisposal Documentation for

Hazardous and Regulated Waste

1.6.5 GAssembled Employee Training

Records

1.10 GSolid Waste Management Permit

3.6.2.1 GSolid Waste Management Report

3.6.3.1 GHazardous Waste/Debris

Management

1.6.2 GRegulatory Notifications

3.6.2.1 GSales Documentation

GContractor Certification

01 78 00 SD-03 Product Data

GAs-Built Record of Equipment and Materials

GWarranty Management Plan

GFinal Cleaning

SD-08 Manufacturer’s Instructions

GPreventative Maintenance

GCondition Monitoring (Predictive

Testing)

GInspection

GInstructions

SD-11 Closeout Submittals

1.2 GRecord Drawings

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SUBMITTAL FORM,Jan 96 PAGE 4 OF 15 PAGES

01 78 00 GInterim Form DD1354

GChecklist for Form DD1354

GCertificate of Coating Compliance

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

SD-07 Certificates

1.2.1 GDemolition Plan

SD-11 Closeout Submittals

GReceipts of Approved Disposal

02 41 01 SD-03 Product Data

GSubmit manufacturer's description, design (including calculations) and specifications of siltation curtain material;

GSubmit manufacturer's description, design (including calculations) and specifications of debris boom material;

03 20 00 SD-02 Shop Drawings

3.1 GReinforcement

SD-03 Product Data

1.3.1 GWelding

GMaterial

SD-04 Samples

2.1.1 GEpoxy-Coated Bars

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PAGE 5 OF 15 PAGES

03 20 00 2.1 GReinforcing Steel

03 30 53 SD-02 Shop Drawings

1.4 GInstallation Drawings

SD-03 Product Data

2.2.3.1 GAir-Entraining Admixture

2.2.3.2 GAccelerating Admixture

2.2.3.3 GWater-Reducing or Retarding

Admixture

2.2.10 GCuring Materials

2.2.6 GExpansion Joint Filler Strips, Premolded

2.2.7 GJoint Sealants - Field Molded

Sealants

2.4.1 GWaterstops

2.4.2 GChemical Floor Hardener

3.1.3.3 GBatching and Mixing Equipment

3.2 GConveying and Placing Concrete

2.2.8 GFormwork

2.3 GMix Design Data

2.3 GReady-Mix Concrete

2.4.3 GCuring Compound

GMechanical Reinforcing Bar

Connectors

SD-06 Test Reports

2.2.2 GAggregates

2.1.3 GConcrete Mixture Proportions

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SUBMITTAL FORM,Jan 96 PAGE 6 OF 15 PAGES

03 30 53 GMeasurement of Floor Tolerances

3.8.3 GCompressive Strength Testing

3.8.3 GSlump

3.8.3 GAir Content

2.2.4 GWater

SD-07 Certificates

2.2.1 GCementitious Materials

2.2.1.2 GPozzolan

1.4.1 GCPG for recycled materials or

appropriate Waiver Form

2.2.2 GAggregates

2.3 GDelivery Tickets

SD-08 Manufacturer’s Instructions

2.4.2 GChemical Floor Hardener

2.4.3 GCuring Compound

05 30 00.01 SD-03 Product Data

GCleats

3.1.1 GThreaded Rods

2.1.2 GPlates

2.1.2 GNuts and Washers

2.1.3 GGrout

2.1.4 GElastomeric Sealants

2.1.5 GCoating System Data Sheets

SD-05 Design Data

2.1.1 GDesign Calculations

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PAGE 7 OF 15 PAGES

05 30 00.01 GBollards

3.1.1 GThreaded Rods

2.1.2 GPlates

2.1.2 GNuts and Washers

2.1.3 GGrout

2.1.4 GElastomeric Sealants

05 50 13 SD-02 Shop Drawings

Gstructural steel

06 13 33 SD-02 Shop Drawings

3.2.1 Gtimberwork

SD-06 Test Reports

1.4.2 GTimber preservative inspection

1.4.3 GDelivery inspection list

SD-07 Certificates

1.4.1 GMSDS and CIS

26 05 33 SD-02 Shop Drawings

2.1 GShore-Tie Station

SD-03 Product Data

GElectrical Shore Tie Power and

Mound Enclosure

GPower Receptacle w/ Interlock module

GTime Delay Relay

GPhase Loss Relay

GCommunications Receptacle

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SUBMITTAL FORM,Jan 96 PAGE 8 OF 15 PAGES

26 05 33 GCircuit Breaker Assembly

GIsolation Transformer

GCabling

GRaceway

GLine Insulation Monitor

GSurge Protection Device

SD-06 Test Reports

GPower Receptacle and Plug

Assembly Tests

GAcceptance Checks and Tests

SD-10 Operation and Maintenance

Data

2.1 GShore Tie Station

26 20 00 SD-03 Product Data

2.8 GReceptacles

2.9 GCircuit Breakers

26 27 29 SD-03 Product Data

2.2Conduit and Fittings

2.9Grounding and Bonding

Equipment

2.5Wires and Cables

2.3Outlet Boxes and Covers

2.5.5Splice and Termination

Components

2.4Cabinets, Junction Boxes and

Pull Boxes

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SUBMITTAL FORM,Jan 96 PAGE 9 OF 15 PAGES

26 27 29 3.1.2.1Conduit Support

3.3.3 G600-volt Wiring Test

3.3.4 GGrounding System Test

26 56 00 SD-02 Shop Drawings

1.4.1.1 GLuminaire Drawings

1.4.1.2 GPole Drawings

SD-03 Product Data

2.2 GLuminaires

2.3 GLight Sources

2.4 GLED Drivers

1.6.1 GLuminaire Warranty

1.6.2 GLighting Controls Warranty

1.6.3 GPole Warranty

2.5.1.1 GPhotosensors

2.6 GPoles

2.6.2Brackets

SD-06 Test Reports

1.4.3 GANSI/IES LM-79 Test Report

1.4.4 GANSI/IES LM-80 Test Report

1.4.5 GANSI/IES TM-21 Test Report

SD-08 Manufacturer’s Instructions

2.6Poles

SD-10 Operation and Maintenance

Data

1.7.1 GLighting System

27 10 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PAGE 10 OF 15 PAGES

27 10 00 1.6.1.1 GTelecommunications Drawings

1.6.1.2 GTelecommunications Space

Drawings

SD-03 Product Data

2.3 GTelecommunications Cabling

2.4.4 GPatch Panels

2.4.2 GEquipment Support Frame

2.4.3 GConnector Blocks

GBuilding protector assemblies

GProtector modules

GIT Distribution Box

GShore Tie Receptacle Enclosure

SD-06 Test Reports

3.4.1 GTelecommunications Cabling

Testing

SD-07 Certificates

1.6.2.1 GTelecommunications Contractor

1.6.2.2 GKey Personnel

1.6.2.3 GManufacturer Qualifications

1.6.3 GTest Plan

SD-08 Manufacturer’s Instructions

GBuilding protector assembly installation

SD-09 Manufacturer’s Field

Reports

2.11.1 GFactory Reel Tests

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SUBMITTAL FORM,Jan 96 PAGE 11 OF 15 PAGES

27 10 00 SD-10 Operation and Maintenance

Data

1.10.1 GTelecommunications Cabling and

Pathway System

SD-11 Closeout Submittals

1.10.2 GRecord Documentation

31 23 00.00 20 SD-01 Preconstruction Submittals

1.6.1 GShoring and Sheeting Plan

1.6.2 GDewatering work plan

SD-06 Test Reports

GBorrow Site Testing

3.11.2.1 GFill and backfill

GSelect material

GPorous fill

GDensity tests

GMoisture Content Tests

31 62 19.13 SD-03 Product Data

2.1.1 GPiles

3.1.1 GPile driving equipment

GHardware

SD-06 Test Reports

1.3.1 GPreservative treated piles

SD-07 Certificates

1.3.2 GMSDS and CIS

GPreservative Treatment

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SUBMITTAL FORM,Jan 96 PAGE 12 OF 15 PAGES

31 62 19.13 1.3.3 GBest Management Practices

(BMPs)

33 11 00 SD-03 Product Data

2.1.1 GPipe, Fittings, Joints and

Couplings

2.1.2 GValves

2.1.2.3 GValve Boxes

2.2.1 GPipe Restraint

SD-06 Test Reports

3.3.1.2 GBacteriological Samples

3.3.1.1Hydrostatic Test

33 30 00 SD-03 Product Data

2.1.1 GPressure Pipe

SD-06 Test Reports

3.2.1.1 GTests For Pressure Lines

33 32 16 SD-02 Shop Drawings

2.1Fabrication Drawings

2.1Erection/Installation Drawings

SD-03 Product Data

2.2 GSubmersible Sewage Grinder

nonclog Pumps

2.3 GPump Performance Curve

2.3 GPump Motor

2.4 GPump Control System

GWet Well

2.7 GValves

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SUBMITTAL FORM,Jan 96 PAGE 13 OF 15 PAGES

33 32 16 2.5.2Access Hatch Covers

3.2.1 GPump Test

SD-10 Operation and Maintenance

Data

3.3.1Operation And Maintenance

Manuals

33 82 00 SD-02 Shop Drawings

1.6.1.1 GTelecommunications Outside

Plant

1.6.1.2 GTelecommunications Entrance

Facility Drawings

SD-03 Product Data

2.5 GWire and Cable

SD-06 Test Reports

3.4.1 GAcceptance Tests

1.6.3 GOutside Plant Test Plan

SD-07 Certificates

1.6.2.1 GTelecommunications Contractor

1.6.2.2 GKey Personnel

1.6.2.3 GManufacturer's Qualifications

SD-09 Manufacturer’s Field

Reports

2.10.1 GFactory Reel Test Data

SD-10 Operation and Maintenance

Data

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SUBMITTAL FORM,Jan 96 PAGE 14 OF 15 PAGES

33 82 00 1.6.1.1 GTelecommunications Outside

Plant (OSP)

SD-11 Closeout Submittals

1.8.1 GRecord Documentation

35 20 23 SD-01 Preconstruction Submittals

1.11 GConstruction Operations Plan

1.13 GPre-dredge Hydrographic Survey

1.13 GLetter of Acceptance of

Government's Pre-Dredge

Hydrographic Survey and associated dredge volumes

SD-11 Closeout Submittals

1.15 GPost Dredge Hydrographic

Survey

1.16 GApproved Manifest

SD-07 Certificates

1.7 GNotice to Fishermen and Mariners

35 59 13.16 SD-02 Shop Drawings

GFoam Filled Fender

SD-03 Product Data

GGalvanized Steel Hardware

GRestraint Chains

SD-05 Design Data

Submit calculations

SD-06 Test Reports

GFender compression test

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SUBMITTAL FORM,Jan 96 PAGE 15 OF 15 PAGES

35 59 13.16 2.1.6.2 GFender cyclic-compression test

2.1.6.3 GFender sustained-load test

2.1.6.4 GFender pull-through test

2.1.6.5 GSkin thickness core test

GFoam Core Density Test

SD-07 Certificates

GGalvanized Steel Hardware

SD-08 Manufacturer’s Instructions

1.4.3 GInstallation Instructions

SD-10 Operation and Maintenance

Data

1.4.3 GFender Manual

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIA…