12.a Attachment No. 1 - Specification for PSN 11061645.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

DREDGE BOAT BASIN

ISSUED FOR CONSTRUCTION MAY 2021

PSN: 11061645

AT

USCG SECTOR FIELD OFFICE MORICHES

EAST MORICHES, 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

DREDGE BOAT BASIN 11061645

USCG SFO MORICHES, 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 50 00 Temporary Construction Facilities and Controls 01 57 19 Temporary Environmental Controls 01 77 00 Closeout Procedures

DIVISION 35 – Waterway and Marine Construction

35 20 23 Dredging

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) as summarized below.

1.1.1.1 Base Bid Item #1

The work to be performed under this project consists of providing all labor, equipment, and materials to perform maintenance dredging of the boat basin at U.S. Coast Guard Sector Field Office Moriches, NY to the horizontal and vertical limits shown on the Drawings. Dredging by hydraulic or mechanical means is allowable. Final placement of the dredge material will be in the existing bermed disposal area located onsite. The Contractor shall be responsible for the construction of temporary access the bermed disposal area, clearing existing vegetation within the bermed disposal area to facilitate material placement, and construction of the overflow weir and return flow piping through the berm. Following completion of all dredging and disposal operations, all temporary facilities shall be removed and the site returned to its pre-construction conditions. The Contractor shall complete all work in accordance with the Contract Documents and the Federal, State, and local regulatory permits received for the project (Appendix A).

1.1.2 Availability of Digital Drawing Files

Drawings for the project have been prepared using AutoCAD. One set of the electronic 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 Sector Field Office Moriches 100 Moriches Island Road East Moriches, NY 11940

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.

SECTION 01 11 00 Page 2 / 3

1.3 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of any 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 dredged or altered for site access.

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 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.

1.6 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 prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.7 INSPECTION

The Contractor shall keep the Contracting Officer or 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.

1.7.1 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.

SECTION 01 11 00 Page 3 / 3

PART 3 EXECUTION

--End of Section—

SECTION 01 14 00 Page 1 / 3

SECTION 01 14 00

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS AND WORK RESTRICTIONS

a. The work is subject to the scheduling requirements and work restrictions specified in the Contract Documents and in the State and Federal Permits issued for the work included in Appendix A. These include, but are not limited to the following amplifying items. Refer to the specifications and permits for an all-inclusive list.

i. Dredging is prohibited from January 1 to September 30, of each calendar year to protect spawning and the early life stages of finfish, including the winter flounder, and shellfish.

ii. Excavated sediments shall be placed directly into the approved disposal site/dewatering site or conveyance vehicle. No side-casting (double-dipping) or temporary storage of excavated sediments is authorized.

iii. A filter fabric (turbidity) curtain weighted across the bottom and suspended at the top by floats shall be positioned to enclose the work site before commencing dredging. The curtain shall remain in place and in functional condition during all phases of the dredging operations and remain in place for two hours after dredging termination and turbidity inside the curtain no longer exceeds ambient levels.

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

c. USCG SFO Moriches 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. SFO access to emergency response vessels and the ability to go underway shall be continuously maintained.

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 boat basin waterfront and disposal area. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

e. Conduct dredging operations so that navigation through the boat basin and channel is possible at all times. Relocate and secure dredging equipment at the end of each work day away from the channel and areas of the boat basin in use.

f. Contractor shall have radio equipment capable of monitoring a frequency specified by SFO personnel, and capable of communicating between Contractor vessels and SFO personnel.

g. Dredging equipment shall have no less than the production capacity specified, as stated in Section 35 20 23, DREDGING.

SECTION 01 14 00 Page 2 / 3

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

i. The Contractor shall post the required permit signs in accordance with the permit requirements and have a copy of the Drawings, Specifications, and State and Federal Permits on site at all times.

j. 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 not until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.2.2 Regular 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 number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.4 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.

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, SECTION 01 14 00 Page 3 / 3 correct and change the information contained in previous lists. Post the list prominently at the job site in a conspicuous location.

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.

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 Contractor Vehicles and Equipment

Contractor employee parking is prohibited on any wharfs 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 within the designated Contractor’s Haul Route as shown on the Drawings 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.

Do not operate on areas outside of the Contractor’s Staging Area and Contractor’s Haul Route without permission. Keep vehicles and equipment off of the designated restricted surcharge loading area shown on the Drawings.

Metal track construction vehicles are not allowed to operate or travel on any areas located outside of the existing bermed disposal area. Utilize rubber tires or rubber track vehicles in these areas 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 AND SCHEDULE OF VALUES

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 as 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. 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.

D. The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis (e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc.). Lump sum items shall only be paid for when 100% complete.

Section 01 32 00 Page 2 / 2

E. 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.

F. Payments will not be made until the schedule of values 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.

SFO Moriches 11061645 Dredge Boat Basin ###. ##, 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 Work Activities (Dredge 8,700 CY) -$

10 Work Activities (Dispose 8,700 CY) -$

11 In-Progress Submittals -$

12 Final Inspection -$

13 Post-Dredge Survey & Computations -$

14 Demobilization -$

15 Close-Out Submittals -$

16 -$

-$ 0%

Percentage of Total Contract

Cost

Estimated CostContract Work Item

Project Location:

Task Order Number: Limit to Complete Date:

Construction 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

Pre-Dredge Survey & Computations

Mobilization

Erosion and Sedimentation Controls

Construct Access to Bermed Disposal Area

Vegetation Clearing within Bermed Disposal Area

Construct Overflow Weir and Return Flow Piping

Factors which Constitute Potential Interruptions to SFO Operations

SECTION 01 33 00 Page 1 / 8

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 Dredge Plan Quality Control (QC) Plan Environmental Protection Plan Pre-Dredge Survey and Quantity Computations

SD-02 Shop Drawings

SECTION 01 33 00 Page 2 / 8

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-06 Test Reports

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

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

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

Investigation reports

Daily checklists

Final acceptance test and operational test procedure

SD-11 Closeout Submittals

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

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.

Post Dredge Survey and Quantity Computations

1.1.4 Approving Authority

Person authorized to approve submittal.

SECTION 01 33 00 Page 3 / 8

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.

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.

SECTION 01 33 00 Page 4 / 8

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.

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.

SECTION 01 33 00 Page 5 / 8

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.

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:

SECTION 01 33 00 Page 6 / 8

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.

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.

SECTION 01 33 00 Page 7 / 8

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 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.

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 Copies of Administrative Submittals

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

SECTION 01 33 00 Page 8 / 8

PRODUCTS

EXECUTION

(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 1.2

2 01 Preconstruction Submittals Schedule of Values 1.2

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) 1.3.2.1, 1.5

6 11 Closeout Submittals Crane Reports 1.4, 3.7

7 11 Closeout Submittals Certificate of Compliance 1.4, 3.7

8 11 Closeout Submittals Reports 1.4, 3.7

9 01 50 00 01 Preconstruction Submittals Traffic Control Plan 3.1.1.4

10 01 Preconstruction Submittals Construction Site Plan 1.3

11 01 Preconstruction Submittals Safety Barricade System

3.1.1.1 & 3.1.1.2

12 01 57 19 01 Preconstruction Submittals Environmental Protection Plan 1.4.1

13 01 Preconstruction Submittals Preconstruction Survey 1.4.3

14 01 Preconstruction Submittals Preconstruction Regulatory Notifications 1.4.2

15 06 Test Reports Laboratory Analysis 1.4.5

16 11 Closeout Submittals Solid Waste Disposal Permit 1.4.4

17 11 Closeout Submittals Waste Determination Document 1.4.5

18 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste

1.4.6

19 11 Closeout Submittals Solid Waste Disposal Report 1.4.7

20 11 Closeout Submittals Contractor Hazardous Material Inventory Log

1.6

21 11 Closeout Submittals Post-Construction Regulatory Notifications

1.4.2

22 35 20 23 01 Preconstruction Submittals Dredge Plan 1.3

23 01 Preconstruction Submittals Pre-Dredge Survey, cross sections, and quantity calculations

1.12.2, 1.12.3

24 02 Shop Drawings Daily calculation of estimated quantity of material dredged

3.2.12

25 11 Closeout Submittals Post-Dredge Survey, cross sections, and quantity calculations

1.12.4

TITLE: DREDGE BOAT BASIN

SUBMITTAL REGISTER

PSN: 11061645

LOCATION: USCG SFO MORICHES, NY

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY CCE

(c)

CONTRACTOR ACTION

SECTION 01 35 29 Page 1 / 7

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

Dredging operations have an offshore workplace with hazardous conditions.

Close attention must be paid to risk management and workplace safety. All contractor personnel that work over or near the water must wear proper personal floatation devices.

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

SECTION 01 35 29 Page 2 / 7

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2006; Errata 2006) Standard for Portable

Fire Extinguishers

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

1.2.1 SD-01 Pre-Construction/Demolition Submittals

Accident Prevention Plan (APP)

Activity Hazard Analysis (AHA)

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

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 Contractor’s 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.

SECTION 01 35 29 Page 3 / 7

1.3.1.2 Work Phase Meetings

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

1.3.1.3 New Employee Indoctrination

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

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

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

Submit the 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 accidents to include subcontractors.

d. Emergency response plan. Conform to EM-385-1-1, paragraph 01.E and include a map denoting the route to the nearest emergency care facility with emergency phone numbers. Contractor may be required to demonstrate emergency response.

e. Hazardous Material Use. Provisions to deal with hazardous materials, pursuant to the Contract Clause "FAR 52.223-3, Hazardous Material Identification and Material Safety Data." and the following:

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

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

SECTION 01 35 29 Page 4 / 7

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

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

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

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

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

g. Critical Lift Plan. Weight handling critical lift plans shall be prepared and signed in accordance with EM-385-1-1, paragraph 16.c.18.

h. Fall Protection and Prevention (FP&P) Plan. The plan shall be site specific and address all fall hazards in the work place. It shall address how to protect and prevent workers from falling to lower levels when they are exposed to fall hazards above 6 feet. A qualified person shall prepare the plan. The plan shall include fall protection and prevention systems, equipment and methods employed, responsibilities, rescue and escape equipment and operations, training requirements, and monitoring methods. FP&P Plan shall be revised once every six months for lengthy projects, to reflect any new changes during the course of construction, due to changes of personnel, equipment, systems or work habits.

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

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

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

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

1.5 ACTIVITY HAZARD ANALYSIS (AHA)

Prepare for each phase of the work. As a minimum, define activity being performed, sequence of work, specific hazards anticipated, control measures to eliminate or reduce each hazard to acceptable levels, training requirements for all involved, and the competent person in charge of that

SECTION 01 35 29 Page 5 / 7 phase of work. For work with fall hazards, including fall hazards associated with scaffold erection and removal, identify the appropriate fall arrest systems. For work with materials handling equipment, address safeguarding measures related to materials handling equipment. For work requiring excavations, include excavation safeguarding requirements. The appropriate AHA shall be reviewed and attendance documented by the Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

Not Used.

1.6 CONSTRUCTION

Comply with OSHA 1926.106, EM-385-1-1, NFPA 241, the accident prevention plan, the activity hazard analysis and other related submittals and activity fire and safety regulations.

1.6.1 Hazardous Material Exclusions

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

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

1.6.2 Unforeseen Hazardous Material

The design should have identified materials such as PCB, lead paint, and friable and nonfriable asbestos. If additional material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to "FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

1.7 PERSONNEL PROTECTION

1.7.1 Hazardous Noise

Provide hazardous noise signs, and hearing protection, wherever equipment and work procedures produce sound-pressure levels greater than 85 dBA steady state or 140 dBA impulse, regardless of the duration of the exposure.

1.7.2 Fall Protection

Enforce use of the fall protection device designated for each specific work activity in the FP&P plan and/or AHA all times when an employee is on a surface 6 feet or more above lower levels. Personal fall arrest systems are

SECTION 01 35 29 Page 6 / 7 required when working from an articulating or extendible boom, scissor lifts, swing stages, or suspended platform. Fall protection must comply with ANSI A10.32.

1.8 EXCAVATIONS

The competent person for excavation performed as a result of contract work shall be on-site when work is being performed in excavation, and shall inspect excavations prior to entry by workers.

The competent person must evaluate for all hazards, including atmospheric, that may be associated with the work, and shall have the resources necessary to correct hazards promptly.

Prior to digging the appropriate digging permit shall be obtained.

The Contractor must physically verify underground utility locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system.

If construction is parallel to an existing utility the utility shall be exposed by hand digging every 100 feet if parallel within 5 feet of the excavation.

Trench and shoring systems shall be identified in the approved Safety Plan and Activity Hazard Analysis.

Extreme care shall be used when excavating near direct burial electric underground cables.

Trenching machines with digging chain drives shall be operated only when the spotters/laborers are in clear view of the operator. Operator and spotters/laborers shall be provided training on the hazards of the digging chain drives with emphasis on the distance that needs to be maintained when the digging chain is operating. Documentation of the training shall be kept on file in the project site office or trailer.

1.9 ELECTRICAL

1.9.1 Portable Extension Cords

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

1.10 CRYSTALLINE SILICA

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

SECTION 01 35 29 Page 7 / 7

1.11 HOUSEKEEPING

1.11.1 Clean-up

All debris in work areas shall be cleaned up daily or more frequently as necessary. Construction debris may be temporarily located in an approved location, however garbage accumulation must be removed each day.

1.11.2 Dust Control

In addition to the dust control measures required elsewhere in the contract documents dry cutting of brick or masonry shall be prohibited. Wet cutting must address control of water runoff.

1.12 REPORTS

Submit reports to the Contracting Officer for any safety incident that occurs throughout completion of the contract. Reports shall be submitted in accordance with EM 385-1 Safety and Health Requirements Manual. Provide a Certificate of Compliance for load handling equipment (LHE) in accordance with EM-385-1 Safety and Health Requirements Manual.

Section 01 50 00 Page 1 / 4

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

10/07

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

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

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013;

Errata 2 2013; AMD 3 2014; Errata 3-4 2014;

AMD 4-6 2014) National Electrical Code

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2000) Manual of Uniform Traffic Control

Devices

PROCEDURES:

Traffic control plan

Construction site plan

Safety Barricade System

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations of temporary facilities including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes used for this contract. Identify any areas which may have to be graveled to prevent the tracking of mud. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters.

1.3.1 Building and Site Storm Protection

Section 01 50 00 Page 2 / 4

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions shall include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding or other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

1.4 STATION OPERATION EFFECT ON CONTRACTOR OPERATIONS

1.4.1 Interruption of Vehicular Traffic

If during the performance of work, it becomes necessary to modify vehicular traffic patterns at any locations, notify the Contracting Officer at least 15 calendar days prior to the proposed modification date and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan shall be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements outside Station's jurisdiction.