12.a Attachment No. 1 - Specification for PSN 10107427.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

MAJOR M&R WATERFRONT (FY21 CPOP)

ISSUED FOR CONSTRUCTION - MAY 2021

PSN: 10107427

AT

USCG STATION EATONS NECK

NORTHPORT, NEW YORK

(SUFFOLK COUNTY)

David J. Arpin, PE David C. Dill, PE

Design Project Manager Design Team 1 Supervisor

TECHNICAL DIRECTOR

by direction of the

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST, SUITE 100

WARWICK, RHODE ISLAND 02886

MAJOR M&R WATERFRONT (FY21 CPOP) 10107427

USCG STA EATONS NECK, NY MAY 2021

i

SECTION 00 00 01

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 Sample Construction Schedule/Schedule of Values 01 33 00 Submittal Procedures Submittal Register 01 35 29 Safety and Occupational Health Requirements 01 45 00.00 10 Quality Control Quality Control, Table 1 01 50 00 Temporary Construction Facilities and Controls 01 57 20.00 10 Environmental Protection 01 77 00 Closeout Procedures 01 78 23 Operations and Maintenance Data

DIVISION 02 – Existing Conditions

02 41 00 Demolition and Deconstruction

DIVISION 05 - Metals

05 50 15 Civil Works Fabrication

DIVISION 09 – Finishes

09 97 13.26 Coating of Steel Waterfront Structures

DIVISION 26 - Electrical

26 00 00.00 20 Basic Electrical Materials and Methods 26 05 19.00 10 Insulated Wire and Cable 26 27 29 Marina Electrical Work

DIVISION 31 - Earthwork

31 00 00 Earthwork 31 05 19 Geotextile 31 41 16 Metal Sheet Piling 31 62 16.16 Steel Pipe Piles

DIVISION 32 – Exterior Improvements

32 92 19 Seeding

DIVISION 35 – Waterway and Marine Construction

35 51 13.00 20 Concrete Floating Pier for Small Craft

APPENDICES

Appendix A - Federal & State Permits

--End of Section--

SECTION 01 11 00 Page 1 / 3

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Summary of Work, Base Bid & Optional Bid Items

The project includes one (1) Base Bid Item (BBI) and three (3) Optional Bid Items (OBIs) as summarized below. Any work that is not specified as being part of an OBI shall be included as part of the Base Bid scope.

1.1.1.1 Base Bid Item #1

RPUID 9720: Replace the South Floating Dock and guide piles with new concrete floats and steel guide piles, remove and reinstall the existing shore ties on the new concrete floats, replace the existing shore tie electrical lines, and remove and reinstall other miscellaneous items associated with the floating docks as specified and shown in the Contract Documents.

1.1.1.2 Optional Bid Item #1

RPUID 9719: Replace the South Bulkhead including the anchor system and bulkhead return, remove and reinstall the existing light poles located behind the South Bulkhead, and replace the light poles’ underground electrical conduit within the limits of work as specified and shown in the Contract Documents.

1.1.1.3 Optional Bid Item #2

RPUID 9719: Reconstruct the riprap revetment at the South Bulkhead return as specified and shown in the Contract Documents.

1.1.1.4 Optional Bid Item #3

RPUID 854214: Install new LED shoe box light fixtures and poles on the South Floating Docks as specified and shown in the Contract Documents.

1.1.2 Availability of Digital Drawing Files

Drawings for the project have been prepared using AutoCAD. One set of the original files will be provided to the successful contractor for the sole purpose of facilitating the execution of the work specified, including preparation of shop drawings, coordination drawings, record drawings, and other submittals. The contractor shall field verify all information as required to successfully provide the work specified.

1.1.3 Location

US Coast Guard Station Eatons Neck 12 Lighthouse Road Northport, NY 11768

SECTION 01 11 00 Page 2 / 3

1.2 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Verify the elevations of existing piping, utilities, and any type of submerged or underground obstruction not indicated or specified to be removed but indicated in locations to be traversed by piping, anchors, sheet piling, pipe piling, or other work to be conducted or installed.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 72 hours prior to starting excavation work. The Contractor is responsible for locating and marking all utilities not shown on the Contract Drawings.

1.4 QUALITY ASSURANCE

1.4.1 Federal and Other Authorities Having Jurisdiction

All work shall be in compliance with Federal, State, and local regulations and requirements.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Any items designated on the drawings for reuse, shall be carefully removed and stored in safe location on site for reinstallation as indicated in the Contract Documents, or directed by the COR.

1.6 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, on site Quality Control (QC) representatives (if required) and OSHA Safety Managers shall also have fluent English communication skills.

1.7 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, the Contractor shall meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the contract for construction, safety program, preparation of the schedule of values, shop drawings, and other submittals, scheduling/programming, and

SECTION 01 11 00 Page 3 / 3 prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.8 PROJECT COMMUNCIATIONS – CONSTRUCTION PROJECT MEETINGS

Construction Project Meetings (aka 'Job Meetings') will be held on a regular basis at the project location to advise of the work planned for the project, optimize communications with the construction team, USCG Project Managers, and STA Eatons Neck personnel. Meetings will typically be convened at the job-site. Participation via conference call may be acceptable for some attendees, at the discretion of the COR. A schedule for these meetings will initially be established at the Pre-Construction Conference, with dates and times to be arranged for the mutual convenience of all, to the extent practical.

In addition to the Prime Contractor's project manager, key personnel from sub-contractors shall also attend. The need for these meetings shall be at the discretion of the Coast Guard Construction Project Manager, but it is anticipated that initially, at a minimum, these meetings shall occur biweekly until all submittals are approved. Meetings may increase to weekly as the period for on-site construction approaches, and continue on a weekly basis until no longer required, at the discretion of the COR.

1.9 BUY AMERICAN ACT COMPLIANCE

All equipment purchased by U.S. Government agencies must comply with the “Buy American Act” (BAA). In summary, this means that the equipment or systems installed must be made in the USA.

1.10 INSPECTION

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

1.10.1 Contractor’s Daily Log

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

--End of Section—

SECTION 01 14 00 Page 1 / 3

SECTION 01 14 00

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS

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

b. USCG STA Eatons Neck 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 the activity. Access to emergency response vessels and the ability to go underway shall be continuously maintained.

c. Permission to interrupt any Activity roads, channels, 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 and construction work at the pier. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

e. The Contractor shall give proper notification to the USCG when operations shall interfere with a USCG boat berth area.

f. The Contractor shall be responsible for issuing the pre- and post-construction notifications required by the State and Federal Permits.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

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

1.2.2 Working Hours

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

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 48 hours 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

SECTION 01 14 00 Page 2 / 3 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Occupied and Existing Buildings

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

Do not enter the buildings without prior approval of the Contracting Officer and the STA Eatons Neck Officer in Charge.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruption shall be further limited to less than 4 hours scheduled with a minimum of 72 hours notice to Contracting Officer and a maximum outage of 30 minutes for necessary unscheduled outages with approval by Contracting Officer. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services.

The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.3 SECURITY REQUIREMENTS

1.3.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.2 Employee List

The Contractor shall provide to the Contracting Officer, in writing, the names of two (2) 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 3 / 3

1.3.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.4 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Contracting Officer and the Officer-In-Charge of the facility.

1.3.5 Parking

Contractor employee parking is prohibited on any parking lots and waterfront areas with the exception that up to three vehicles may be parked within the Contractor’s Staging Area shown on the Drawings. Car-pooling off site will be required. Do not park on or block the marked fire lanes at any time.

Construction-only vehicles may stop on the waterfront areas for 15 minutes for loading and unloading. An exception may be made for vehicles which are part of the equipment needed to do the required work and are attached or connected to the pier of ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment. Metal track construction vehicles are not allowed. Utilize rubber tires or rubber track vehicles only.

3.1 SEQUENCE OF WORK

The Contractor shall refer to the suggested construction sequencing shown in the Drawings for phasing of the work activities under this Project. The Contractor shall provide their intended sequence of construction of the work activities in the “Construction Schedule” which shall be prepared and submitted in accordance with Specification Section 01 32 00, CONSTRUCTION

SCHEDULE/SCHEDULE OF VALUES.

Section 01 32 00 Page 1 / 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, SUBMITTAL

PROCEDURES.

1.1.1 SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

Approval of the above submittals is required prior to the start of construction.

1.2 CONSTRUCTION SCHEDULE

A. At the Preconstruction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15 – Schedules for Construction Contracts. The Schedule of Values shall be based on the actual breakdown of the bid price, and organized to facilitate progress payments a major portions of the Work are completed. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

B. The Construction Schedule and the Schedule of Values shall be incorporated into one form which clearly indicates the start and completion dates and unit value of all major work components. The sample form provided in this section may be used. Optional forms may be used provided they include, at a minimum, all the information conveyed on the sample form.

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

D. Preconstruction 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.

E. The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of

Section 01 32 00 Page 2 / 2 panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

F. The Construction Schedule and Schedule of Values as approved by the

Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job.

Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the Contractor.

G. 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 schedules have been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a regular basis (minimum monthly, with each requisition for payment), and reviewed/revised at each progress meeting. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

Station Eatons Neck 10107427 Major M&R Waterfront (FY21 CPOP) ###. ##, 2021

HSCGG1-20-C-PRV### ###. ##, 2021

0 ###. ##, 2021

DURATION OF WORK ITEM

(Indicates Friday date of each contract week in row below)

1 -$

2 -$

3 -$

4 -$

5 -$

6 -$

7 -$

8 -$

9 -$

10 -$

11 -$

12 -$

13 New South Bulkhead, Return, and Anchor System -$

14 Reconstruction of Riprap Revetment -$

15 Seeding -$

16 Close-Out Submittals -$

17 Demobilization -$

-$ 0%

Percentage of Total Contract

Cost

Estimated CostContract Work Item

Project Location:

Task Order Number: Limit to Complete Date:

Contractor's Schedule / Schedule of Values

Contract Number:

Project Title:

Project PSN:

Notice to Proceed Date:

Limit to Commence Date:

Contractor Name & Address:

TOTAL COST:

Bonds

Pre-Construction Submittals

Mobilization

Erosion and Sedimentation Controls

Quality Control

South Floating Dock Demolition and Removal

South Floating Dock Guide Pile Installation

South Floating Dock Float Installation

South Floating Dock Shore-Tie & Electrical Line Installation

South Floating Dock Reinstallation of Salvaged Items

South Floating Dock Pole-Mounted Light & Electrical Install

South Bulkhead Demolition

SECTION 01 33 00 Page 1 / 10

SECTION 01 33 00

SUBMITTAL PROCEDURES

GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals shall be 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

Submittals shall be classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals may also be grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data submitted by Contractor prepared specifically for this contract by Contractor, subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion(s) 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 the 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 the 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 (QC) Plan Environmental Protection Plan

SD-02 Shop Drawings

SECTION 01 33 00 Page 2 / 10

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

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

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

SD-03 Product Data

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

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

SD-04 Samples

Fabricated or unfabricated 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 ensuing 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.

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

SD-05 Design Data

Design calculations, mix designs, analyses, or other data pertaining to a part of the work.

SD-06 Test Reports

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

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

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

SECTION 01 33 00 Page 3 / 10

Investigation reports

Daily checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and 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 manufacturer, 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 the 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 at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results;

and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment.

This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance, and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

SECTION 01 33 00 Page 4 / 10

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and As-Built Drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

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

1.2 SUBMITTALS

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

1.2.1 SD-01 Preconstruction Submittals

Submittal register

Approval of the above submittal is required prior to the start of

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (a), (b), (c), and

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

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

Column (f) Date Forwarded to Approving Authority: Actual date submittal is forwarded to Approving Authority.

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.

SECTION 01 33 00 Page 5 / 10

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at the same time.

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

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

1.4.3 Scheduling

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

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days.

Period of review for each re-submittal is the same as for initial submittal. Allow longer time periods where processing must be coordinated with subsequent submittals.

c. No time extensions shall be authorized because of the Contractor’s failure to transmit submittals to the USCG sufficiently in advance of the work.

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 that functional and quality requirements are met and minimize rejections and re-submittals. 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 a 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 the Government. If lower cost is a benefit, also include an estimate of the cost savings. 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 Variations Are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

SECTION 01 33 00 Page 6 / 10

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, and field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the Contracting Officer in accordance with the schedule on the approved Submittal Register, and to prevent delays in the work, delays to the Government, or delays to separate contractors.

c. Advise Contracting Officer of variations, as required by paragraph entitled "Variations."

d. Correct and resubmit submittals as directed by the approving authority.

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

e. Furnish additional copies of submittals when requested by the Contracting Officer.

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 the submittal.

1.4.6 Government Responsibilities

a. Note the date on which the submittal was received from the 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 the contract documents.

d. Ensure that material is clearly legible.

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

SECTION 01 33 00 Page 7 / 10

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

Contractor to proceed with the work covered.

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

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

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

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

samples), to the office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted via hard copy or on a CD. Transmit submittals with the transmittal form prescribed by the Contracting Officer and standard for the project. The transmittal form shall identify the Contractor, indicate the date of submittal, and include information prescribed by the transmittal form and required in the 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 the 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 permanently adhered to or noted on each separate component of each submittal and transmittal form. The maximum file size for electronic email 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.

SECTION 01 33 00 Page 8 / 10

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

g. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section as a complete, bound volume. 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 the product data with material prepared for the project to satisfy the submittal requirements for which the product data does not exist. Identify this material as developed specifically for the project.

1.5.4 Format for Shop Drawings

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

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

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

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify the materials and products for the 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 A4 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

SECTION 01 33 00 Page 9 / 10

(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 are to be in undamaged condition at time of use.

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

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

1.5.6 Format of Administrative Submittals

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

b. Operation and Maintenance Manual Data: Submit in accordance with Section 01 78 23, 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

When a hard copy submission is required, submit four (4) copies of the submittals of product data.

1.6.2 Number of Copies of Shop Drawings

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

1.6.3 Number of Samples

a. Submit two (2) samples, or two (2) sets of samples showing range of variation, of each required item. One approved sample or set of samples

SECTION 01 33 00 Page 10 / 10 will be retained by the approving authority and one will be returned to the Contractor.

b. Submit one (1) sample panel. Include components listed in the technical section or as directed.

c. Submit one (1) sample installation, where directed.

d. Submit one (1) sample of non-solid materials.

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of Copies of Administrative Submittals

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

b. Submit administrative submittals required under “SD-10 Operation and Maintenance Manuals” to conform to Section 01 78 23, OPERATION AND

MAINTENANCE DATA.

PRODUCTS

EXECUTION

--End of Section--

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

Line Specification Section

SD

# Submittal Description Item Submitted Paragraph #

Scheduled Submittal Date

Date FWD to APPR / Auth Date RCD From

CONTR

Date FWD To

Other Revwr

Date RCD From Other Revwr

Action Code

Date Of Action

Date Reviewed Status

1 01 32 00 01 Preconstruction Submittals Construction Schedule 1.1

2 01 Preconstruction Submittals Schedule of Values 1.1

3 01 33 00 01 Preconstruction Submittals Submittal Register 1.2

4 01 35 29 07 Preconstruction Submittals Accident Prevention Plan (APP)

1.3.2.1 & 1.4

5 07 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.5

6 07 Preconstruction Submittals Hot Work Permission Request 3.7

7 11 Closeout Submittals Crane Reports 1.4

8 11 Closeout Submittals Certificate of Compliance 1.4

9 11 Closeout Submittals Reports 1.4

10 01 45 00.00 10 01 Preconstruction Submittals Contractor Quality Control Plan 3.2

11 01 50 00 01 Preconstruction Submittals Traffic Control Plan 3.1.1.4

12 01 Preconstruction Submittals Construction Site Plan 1.3

13 01 Preconstruction Submittals Safety Barricade System

3.1.1.1 & 3.1.1.2

14 01 57 20.00 10 01 Preconstruction Submittals Environmental Protection Plan 1.6

15 01 Preconstruction Submittals Preconstruction Survey 1.7

16 01 Preconstruction Submittals Preconstruction Regulatory Notifications 1.8

17 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste

3.4.4

18 11 Closeout Submittals Solid Waste Disposal Report 3.4.2

19 11 Closeout Submittals Contractor Hazardous Material Inventory Log

3.4.6

20 11 Closeout Submittals Post construction Regulatory Notifications

1.8

21 01 77 00 11 Closeout Submittals As-Built Drawings 1.3

22 11 Closeout Submittals Equipment/Product Warranty List 1.4

23 11 Closeout Submittals As-Built Record of Equipment and Materials

1.5

24 01 80 00 12 Submittals Equipment Enrollment Form 1.4.1.1

25 02 41 00 01 Preconstruction Submittals Existing Conditions Survey Drawings and Photographs

1.4

APPROVING AUTHORITY CCE

(c)

CONTRACTOR ACTION

TITLE: MAJOR M&R WATERFRONT (FY21 CPOP)

SUBMITTAL REGISTER

PSN: 10107427

LOCATION: USCG STA EATONS NECK, NY

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY CCE

(c)

CONTRACTOR ACTION

TITLE: MAJOR M&R WATERFRONT (FY21 CPOP)

SUBMITTAL REGISTER

PSN: 10107427

LOCATION: USCG STA EATONS NECK, NY

CONTRACT NO:

CONTRACTOR:

26 01 Preconstruction Submittals Demolition and Deconstruction Plan 1.5

27 07 Certificates Notifications 1.7

28 05 50 15 01 Preconstruction Submittals Welder's Certification 1.3.5

29 01 Preconstruction Submittals Welding Procedures 3.1.2

30 02 Shop Drawings Fabrication Drawings 1.3.1

31 03 Product Data Welding Electrodes and Rods 2.2

32 07 Certificates Steel Material Certifications 1.3.2

33 07 Certificates Coating Certifications 1.3.3

34 07 Certificates Manufacturer's Certificate of Compliance 1.3.4

35 09 97 13.26 06 Test Reports Final Coating Thickness and Holiday Test Result Reports

3.6

36 07 Certificates Coal Tar Epoxy-Polyamide 2.1

37 08 Manufacturer's Instructions Coating System Instructions for Shop Application and Field Repair

2.1

38 26 05 19.00 10 03 Product Data Installation Instructions 1.2, 1.5.1 39 06 Test Reports Test, Inspections, and Verifications 1.2, 1.5.2 40 26 27 29 02 Shop Drawings Installation Instructions 1.3 41 03 Product Data Test, Inspections, and Verifications 1.3

42 06 Test Reports Coating System Instructions for Shop Application and Field Repair

1.3

43 31 00 00 01 Preconstruction Submittals Shoring 3.3

44 01 Preconstruction Submittals Dewatering Work Plan 1.3.3

45 06 Test Reports Source Investigation Soils Testing Reports in Accordance with 01 45 00.00 10, Table 1

1.4

46 06 Test Reports During Placement Soils Testing Reports in Accordance with 01 45 00.00 10, Table 1

1.4

47 06 Test Reports As-Placed Soils Testing Reports in Accordance with 01 45 00.00 10, Table 1

1.4

48 31 05 19 03 Product Data Geotextile 1.3.1

49 07 Certificates Geotextile 1.3.1

50 31 41 16 01 Preconstruction Submittals Pulling and Redriving Procedures 3.5.5

51 02 Shop Drawings Steel Sheet Pile Layout Drawings and Installation Procedures

1.3.2

52 03 Product Data Pile Driving Equipment 1.3.3

53 07 Certificates Steel Material Certifications 1.3.1

54 11 Closeout Submittals Pile Driving Records 3.5.2.2, 3.7

55 11 Closeout Submittals Pile As-Built Location Survey 3.7.1

APPROVING AUTHORITY CCE

(c)

CONTRACTOR ACTION

TITLE: MAJOR M&R WATERFRONT (FY21 CPOP)

SUBMITTAL REGISTER

PSN: 10107427

LOCATION: USCG STA EATONS NECK, NY

CONTRACT NO:

CONTRACTOR:

56 11 Closeout Submittals Inspection of Driven Pile Dive Video 3.5.4

57 31 62 16.16 02 Shop Drawings Guide Pile Layout Drawings and Installation Procedures

1.3.1

58 02 Shop Drawings Pile Splices 2.1.2 59 03 Product Data Pile Cap 2.1.3 60 03 Product Data Pile Driving Equipment 3.1 61 03 Product Data Pile Driving Record Form 3.2.2 62 03 Product Data Delivery, storage, and handling 1.3 63 07 Certificates Steel Material Certifications 1.3.2 64 11 Closeout Submittals Pile Driving Records 3.2.2 65 11 Closeout Submittals Pile As-Built Location Survey 3.2.3.1 66 32 92 19 02 Shop Drawings Site Restoration and Seeding Plan 1.3

67 03 Product Data Fertilizer 3.2.4

68 06 Test Reports Topsoil Composition Tests 3.2.3

69 07 Certificates State Certification and Approval for Seed 2.1.1

70 08 Manufacturer's Instructions Erosion Control Materials 2.6

71 35 51 13.00 20 01 Preconstruction Submittals Concrete Floating Dock System Manufacturer's Qualifications

1.4

72 01 Preconstruction Submittals Concrete Floating Dock System Manufacturer's Warranty

1.4, 1.9

73 02 Shop Drawings Drawings of Precast Float System 1.8.1

74 03 Product Data Floating Dock System Catalogs, Illustrations, and Brochures

1.3

75 03 Product Data Anchorage and Lifting Insert Devices 1.3

76 03 Product Data Fender Elements 2.5

77 03 Product Data Mooring Hardware 2.2.7.6

78 03 Product Data Pile Guide Frame, Rub Blocks, and Rollers

2.7

79 05 Design Data Precast Concrete Float and Guide Pile Design Calculations

1.8.2

80 05 Design Data Concrete Mix Design 1.8.3

81 06 Test Reports Contractor-Furnished Performance Reports

1.3, 3.8

82 06 Test Reports Concrete Field and Lab Test Reports 1.5.3.1

83 06 Test Reports Chloride Ion Penetration Test Results 1.8.4

84 07 Certificates Fabrication Drawings 1.8.1

85 08 Manufacturer's Instructions Handline and Dock System Installation Instructions

1.8.5

86 11 Closeout Submittals As-Built Drawings 1.3

87 11 Closeout Submittals Operation and Maintenance Data 1.8.5

SECTION 01 35 29 Page 1 / 9

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 (2004) Personal Fall Protection - Safety

Requirements for Construction and Demolition Operations

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

Adjacent to Construction Sites

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

Requirements for Personal Fall Arrest Systems, Subsystems and Components

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.22 (2005) Articulating Boom Cranes

ASME B30.5 (2004) Mobile and Locomotive Cranes

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

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for

Construction

29 CFR 1926.500 Fall Protection

CORPS OF ENGINEERS (COE)

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

Requirements

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2006; Errata 2006) Standard for Portable

Fire Extinguishers

SECTION 01 35 29 Page 2 / 9

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

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

NFPA 70 (2005; TIA 2005) National Electrical Code

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

Workplace

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

OSHA 1926.106 Working Over or Near Water

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00, SUBMITTAL

PROCEDURES.

1.2.1 SD-01 Pre-Construction/Demolition Submittals

Accident Prevention Plan (APP) Activity Hazard Analysis (AHA) Hot Work Permission Request

1.2.2 SD-11 Closeout Submittals

Reports

Crane Reports

Certificate of Compliance

Submit the above submittals as their incidence occurs.

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer shall attend the pre-construction conference.

1.3.1.1 Weekly Safety Meetings

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

1.3.1.2 Work Phase Meetings

The appropriate AHA shall be reviewed and attendance documented by the Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

SECTION 01 35 29 Page 3 / 9

1.3.1.3 New Employee Indoctrination

New employees will be informed of specific site hazards before they begin work. Documentation of this orientation shall be kept on file at the project site.

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

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

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

1.4 ACCIDENT PREVENTION PLAN (APP)

Prepare the APP in accordance with EM-385-1-1 Table 1-1. Include the associated AHA and other specific plans, programs and procedures detailed in Paragraphs 01.A.09 and 01.A.10 of EM-385-1-1, some of which are listed below.

1.4.1 Contents of the Accident Prevention Plan

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

b. Qualifications of competent and of qualified persons.

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