Specifications_Updated_Final_P15912848.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR WATERFRONT – SECTOR SENE

PSN: 15912848

AT

CG SECTOR SOUTHEASTERN NEW ENGLAND

WOODS HOLE, MA

DESIGN PROJECT MANAGER DESIGN TEAM SUPERVISOR

TECHNICAL DIRECTOR, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST SUITE 100

WARWICK, RHODE ISLAND 02886

Repair Waterfront - Sector SENE 15912848

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 03/20 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 32 00 02/15 CONSTRUCTION SCHEDULE/SCHEDULE OF

VALUES

01 33 00 05/11 SUBMITTAL PROCEDURES

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 50 00 05/18 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 08/11 CLOSEOUT PROCEDURES

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 80 00 06/20 FACILITIES PREVENTATIVE MAINTENANCE

PROGRAM

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

DIVISION 05 - METALS

05 12 00 08/18, CHG 1: 11/18 STRUCTURAL STEEL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 11/16, CHG 1: 08/17 PIER TIMBERWORK

DIVISION 09 - FINISHES

09 97 13.26 02 04/06 COATING OF EXISTING STEEL WATERFRONT

STRUCTURES

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

22 70 00 04/21 OUTDOOR PIPE ENCLOSURE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 33 01/07 DOCKSIDE POWER CONNECTION STATIONS

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

PROJECT TABLE OF CONTENTS Page 1

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 08/08 SUBBASES FOR FLEXIBLE PAVING

32 12 17 04/08 HOT MIX BITUMINOUS PAVEMENT

DIVISION 33 - UTILITIES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 10 35 12/09 DIVING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11, CHG 1: 08/14

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING

NO.

SHEET

NO.

SHEET

DISCIPLINE

SHEET TITLE

G-001 01 GENERAL COVER SHEET

G-002 02 GENERAL GENERAL NOTES

G-101 03 GENERAL WORK PLAN

C-001 04 CIVIL EROSION & SEDIMENT CONTROL NOTES

CD101 05 CIVIL SITE DEMOLITION PLAN

C-101 06 CIVIL EXISTING CONDITIONS PLAN

C-102 07 CIVIL SITE & UTILITY PLAN

C-103 08 CIVIL SITE & STRIPING PLAN

C-301 09 CIVIL WATER SERVICE PROFILES

C-501 10 CIVIL CIVIL DETAILS (1 OF 2)

C-502 11 CIVIL CIVIL DETAILS (2 OF 2)

SD101 12 STRUCTURAL FENDER SYSTEM DEMOLITION PLAN

SD501 13 STRUCTURAL FENDER SYSTEM DEMOLITION DETAILS

S-101 14 STRUCTURAL FENDER SYSTEM STRUCTURAL PLAN

S-501 15 STRUCTURAL FENDER SYSTEM STRUCTURAL DETAILS (1

OF 2)

S-502 16 STRUCTURAL FENDER SYSTEM STRUCTURAL DETAILS (2

OF 2)

DOCUMENT 00 01 15 Page 1

DRAWING

NO.

SHEET

NO.

SHEET

DISCIPLINE

SHEET TITLE

P-001 17 PLUMBING GENERAL NOTES & LEGENDS

P-501 18 PLUMBING DETAILS

E-001 19 ELECTRICAL GENERAL NOTES & LEGENDS

ED101 20 ELECTRICAL SITE DEMOLITION PLAN

E-101 21 ELECTRICAL SITE PLAN

E-102 22 ELECTRICAL STATION BUILDING PLAN

E-103 23 ELECTRICAL ADMINISTRATION BUILDING PLAN

E-501 24 ELECTRICAL POWER MOUND 1 DETAILS

E-502 25 ELECTRICAL POWER MOUNDS 2 & 3 DETAILS

E-601 26 ELECTRICAL ONE LINE DIAGRAM

E-602 27 ELECTRICAL TELECOMMUNICATIONS RISER

E-603 28 ELECTRICAL PANEL SCHEDULES

E-901 29 ELECTRICAL EXISTING EQUIPMENT DETAILS

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

03/20

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

a. Fender System

(1) Replace timber members and associated hardware on 10 fender panels

(2) Replace restraint chains and associated hardware on four floating camels

(3) Recoat 20 steel fender support piles from Elevation +6' to 0' MLLW*

* Note: For bidding purposes assume 50% or 12 square feet of the existing coating system (per fender pile) requires removal as specified herein.

b. Utilities

(1) Removal of three existing shore tie stations

(2) Provide three new shore tie stations

(i) Cutter Utilities Water Supply Connection Point in Heated Enclosure Sewage Discharge Connection Point Power and IT Connection Points

(ii)Small Boat Utilities Power and IT Connection Points Electrical Distribution Equipment

(iii)Light Repairs and Replacement

1.1.2 Location

The work is located at the United States Coast Guard Sector Southeastern New England.

1 Little Harbor Road, Woods Hole, MA 02543-1012.

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 must be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00 Page 1

1.3 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed.

1.3.1 Federal and Other Authorities Having Jurisdiction

All work must be in compliance with Federal and State of Massachusetts regulations and requirements

1.3.2 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work. For this location, contact the local utility or Dig Safe 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by the utility or Dig Safe.

1.4 QUALITY ASSURANCE

1.4.1 Commissioning, Functional Performance Tests

Commissioning activities must be completed in accordance with the Commissioning specifications and requirements contained in the plans and specs.

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The following Government-Furnished Material and Equipment will be provided:

a. (1) 2 ft diameter x 4 ft long foam filled fender (chain and other hardware not included).

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated on the drawings for reuse, must be carefully removed and stored in safe location on site for reinstallation as directed by the COR.

Contractor must maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor is responsible for storage and protection of salvaged materials and equipment until disposition by the COR.

1.7 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

SECTION 01 11 00 Page 2

1.8 PRECONSTRUCTION MEETING

After award of the contract, but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the 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 must also attend.

1.9 CONSTRUCTION KICKOFF MEETING

After award of the contract, and when contracts for the major subcontractors have been executed by the prime contractor, and prior to commencement of any work at the site, meet with the COR to discuss and develop a mutual understanding relative to work restrictions, safety requirements and temporary environmental controls, temporary facilities and controls, preparation of the project schedule, shop drawings, and other submittals, scheduling programming including phasing requirements, closeout procedures and prosecution of the work. Major subcontractors who will engage in the work must also attend.

1.10 PROJECT COMMUNICATION - 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 and USCG Project Managers. 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 must also attend. The need for these meetings will be at the discretion of the Coast Guard Construction Project Manager, but it is anticipated that initially, at a minimum, these meetings will occur monthly until all submittals are approved. Meetings will 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.

1.11 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.

1.12 BRAND NAME OR EQUAL

In general, the federal government does not include the name of manufacturers or model numbers to specify various items, equipment, components or systems. However, since equipment or other items of equal capacity is not necessarily available in the same arrangement, size or construction required for the specific use or application required, manufacturers' model numbers, figures or other "Brand Name" information or references are used in the Contract Documents for the convenience of the government and as a service to bidders, in order to generally identify features, performance and level of quality or materials to be provided. The information may appear in the specifications, on the drawings (in the form

SECTION 01 11 00 Page 3 of drawing notes, schedules or other similar methods), or a combination of these methods.

Use of the name of a manufacturer in conjunction with the words "or equal" does not indicate a preference for this equipment, but rather that the government is not aware of all possible or acceptable sources of supply for the particular item, but has located at least one source. However, given the impact on the construction schedule, and need for coordination during that period, these two conditions have specific meanings relative to contract document requirements.

Items specified with the words "Brand Name or Equal" (information in square brackets may be a manufacturer plus model number or series of equipment) have been so specified because of their particular significance relative to successfully achieving design requirements and intent. When this specification method is used, the contractor must, if s/he would like to use a manufacturer/model number other than that specified, include a detailed submittal fully describing the item, including its ability to meet or exceed the required salient characteristics of the specified equipment, with the bid materials submitted, as an alternate manufacturer for evaluation as part of the bidding process. The contractor must also fully bear any costs associated with use of the alternate equipment or item, if approved (e.g., work by other trades, other modifications required to achieve project requirements).

1.13 INSPECTION

The Contractor must 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.

1.13.1 Contractor's Daily Log

The Contractor must 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

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 CONSTRUCTION OPERATIONS

The Contractor must coordinate all work with the Contracting Officer's Representative. The following restrictions apply:

a. Navigation to and from facilities must not be impeded.

b. All work barges and other equipment must not interrupt or restrict access to adjacent structures.

c. All slip closures must be coordinated with the Contracting Officer's Representative at least 30 days in advance of when the work is to commence.

d. Storage space on the station's land-side property is available.

e. Contractor must provide the government with a weekly schedule of traffic outage requests and coordinate daily with any updates.

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 must be conspicuously marked for identification.

1.2.2 Working Hours

Regular working hours are 0700 to 1530 as 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 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, C ontract 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 must be lighted in a manner approved by the Contracting Officer.

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.

SECTION 01 14 00 Page 1

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

1.3 SECURITY REQUIREMENTS

All contractor and subcontractor personnel and equipment must conform to the security requirements for working on and around USCG SENE Woods Hole.

1.3.1 Areas Not Covered by Contract

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

1.3.2 Parking

Parking is limited to ten on-base parking spaces for Contractor vehicles.

Off base parking will be at the Contractor's expense. General Contractor shall closely coordinate this requirement with sub-Contractors.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values

1.2 CONSTRUCTION SCHEDULE

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

Construction Schedule and Schedule of Values must 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 information conveyed on the sample form.

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

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

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

i. As-Built Drawings

j. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work is to commence until the respective submittals have been approved.

SECTION 01 32 00 Page 1

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

The Construction Schedule/Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule/Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values must be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays must be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

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

SECTION 01 32 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUBMITTALS REQUIRED

This section covers items to be submitted in each applicable section of the specification. Submittals must be approved before procurement, fabrication, or delivery of materials to the job site. Partial submittals will not be acceptable and will be returned without review. Failure to furnish required submittals can be cause for rejection of the material.

1.2 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 14 calendar days.

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).

Certificates of insurance List of proposed Subcontractors Construction progress schedule Submittal register Schedule of values Health and safety plan Environmental protection plan

SD-02 Shop Drawings

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

SD-03 Product Data

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

SD-04 Samples

SECTION 01 33 00 Page 1

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 ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

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

Design submittals, design substantiation submittals and extensions of design submittals.

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 accordance with specified requirements. Unless specified in another section, 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 logs and 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 the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SECTION 01 33 00 Page 2

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 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.

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.

1.3.2 Approving Authority

Civil Engineering Unit Providence Contracting Officer.

1.3.3 Work

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

1.4 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

SECTION 01 33 00 Page 3

1.5 PREPARATION OF SUBMITTALS

1.5.1 Constraints

a. Submittals listed or specified in this contract must conform to provisions of this section, unless explicitly stated otherwise.

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

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

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

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

1.5.2 Contractor Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

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

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

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

d. Furnish additional copes of submittal when requested by the Contracting Officer, to a limit of three (3) copies per submittal.

e. Complete work which must be accomplished as basis of a submittal in time to allow submittal to be reviewed and approved by the Contracting Officer as scheduled.

f. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.6 QUANTITY OF SUBMITTALS

Submit one electronic copy of all submittals for review and approval by the Contracting Officer.

1.6.1 Number of Copies of Product Data

When hard copy submission is required, submit four copies of submittals of product data.

SECTION 01 33 00 Page 4

1.7 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.

1.7.1 Use of Submittal Register

Submit submittal register with project schedule. Verify that all submittals required for project are listed and add missing submittals.

Coordinate and complete the following fields on the register submitted with the project schedule:

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

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

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

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

Do not change data in columns (c), (d), (e), and (f) as delivered by the government.

1.7.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

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

Column (j) Action Code

Column (k) Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.8 FORMAT OF SUBMITTALS

1.8.1 Transmittal Form

Transmit electronically each submittal, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e. samples), to office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy

SECTION 01 33 00 Page 5 or on a CD. Transmit submittals with transmittal form prescribed by the Contracting Officer and standard for the project. The transmittal form must identify:

a. Contractor

b. Date of Submittal

c. Information Prescribed by Transmittal Form

Submittals that require hard copy submission must be provided with carbon copy transmittal form provided by the Contracting Officer.

1.8.2 Identifying Submittals

Identify submittals with the following information on each submittal and transmittal form.Identify each copy of each submittal with the following:

a. Project title and location

b. Construction contract number

c. Section number of specification section by which the submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission is required, alphabetic suffix on submittal description must be applied to indicate resubmission (i.e. SD-10A).

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 the project.

1.8.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for the project.

1.9 REVIEW ACTIONS

1.9.1 Approved

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory. design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal.

SECTION 01 33 00 Page 6

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work .

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.9.2 Approved As Noted

Submittal is "Approved as Noted" authorizes Contractor to proceed with work as noted provided the Contractor takes no exception to the notations.

1.9.3 Disapproved

Make corrections required by the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 33 00 Page 7

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 10 PAGES

WATERFRONT REPAIRS-UTILITIES CG SECTOR SOUTHEASTERN NEW ENGLAND

01 32 00 SD-01 Preconstruction Submittals

1.2Construction Schedule/Schedule of Values

01 33 00 SD-01 Preconstruction Submittals

1.7Submittal Register

01 35 26 SD-01 Preconstruction Submittals

1.8Accident Prevention Plan (APP)

1.16Dive Operations Plan

1.8.1App - Construction

SD-06 Test Reports

1.4Monthly Exposure Reports

1.13Notifications and Reports

1.13.2Accident Reports

1.13.3LHE Inspection Reports

SD-07 Certificates

1.5Contractor Safety Self-Evaluation

Checklist

1.7.1.4Crane Operators/Riggers

1.8.3.2Standard Lift Plan

1.8.3.3Critical Lift Plan

1.8.3.4Naval Architecture Analysis

1.9Activity Hazard Analysis (AHA)

1.10.1Confined Space Entry Permit

1.10.1Hot Work Permit

01 50 00 SD-01 Preconstruction Submittals

1.3Construction Site Plan

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 10 PAGES

01 57 19 SD-01 Preconstruction Submittals

1.5.1Preconstruction Survey

1.5.2Regulatory Notifications

1.6Environmental Protection Plan

1.5.5Employee Training Records

1.5.4Environmental Manager

Qualifications

SD-07 Certificates

1.5.5Employee Training Records

SD-11 Closeout Submittals

3.6.3.5Disposal Documentation for

Hazardous and Regulated Waste

1.5.5Assembled Employee Training

Records

3.7.1Contractor Hazardous Material

Inventory Log

3.6.3.1Hazardous Waste/Debris

Management

1.5.2Regulatory Notifications

01 77 00 SD-11 Closeout Submittals

1.3.1As-Built Drawings

02 41 00 SD-01 Preconstruction Submittals

1.2.2Demolition Plan

1.9Existing Conditions

SD-07 Certificates

1.6Notification

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 10 PAGES

05 12 00 SD-03 Product Data

2.6Mooring Rope

SD-06 Test Reports

2.2Threaded Rod, Nuts, and

Washers

3.5.1Embrittlement Test Reports

SD-07 Certificates

2.2Threaded Rod, Nuts, and

Washers

2.4Galvanizing

2.3.1Shackles And Chains

2.2.1.5Eye Bolts

06 13 33 SD-01 Preconstruction Submittals

3.1.1Steel Fender Support Pile

Spacing Field Verification Report

SD-06 Test Reports

1.4.1Preservative Treatment

1.4.3Delivery Inspection List

SD-07 Certificates

1.4.2SDS and CIS

1.4.4Pesticide Applicator

1.4.5Best Management Practices

(BMPs)

09 97 13.26 02 SD-01 Preconstruction Submittals

1.7Coating Removal Containment and Waste Processing Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 10 PAGES

09 97 13.26 02 1.4.1Quality Control Plan

1.4.5.1Corrective Action Plan

1.4.2Qualifications

1.4.6Inspection Plan

1.4.4Coating Work Plan

SD-03 Product Data

2.1Coating Systems

SD-04 Samples

3.5.1Coating Test Samples

SD-06 Test Reports

1.4.6.1Inspection Report

SD-07 Certificates

2.1.1.1Epoxy-polyamide

2.1.1.2Coal tar epoxy-polyamide

2.1.1Epoxy Coating

2.1.2Blast Material

22 00 00 SD-03 Product Data

3.3.1.1 G AEBackflow Prevention Assemblies

1.5.1Welding

3.3.1 G AEPlumbing System

SD-06 Test Reports

3.3 G AETests, Flushing and Disinfection

3.3.1.1 GTest of Backflow Prevention

Assemblies

SD-07 Certificates

1.3Materials and Equipment

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 10 PAGES

22 00 00 2.1.1Bolts

SD-10 Operation and Maintenance

Data

3.3.1 GPlumbing System

22 70 00 SD-02 Shop Drawings

2.1 G AEOutdoor Enclosure

SD-03 Product Data

2.1.3 G AEAccessories

SD-08 Manufacturer’s Instructions

2.1 GOutdoor Enclosure

SD-10 Operation and Maintenance

Data

2.1 GOutdoor Enclosure

23 07 00 SD-03 Product Data

2.3 G AEPipe Insulation Systems

3.2 G AEPipe Insulation Systems

SD-08 Manufacturer’s Instructions

2.3 GPipe Insulation Systems

3.2 GPipe Insulation Systems

23 83 00.00 20 SD-02 Shop Drawings

3.1Heater installation drawing

SD-03 Product Data

2.1 G AEElectric unit heaters

2.1.4 G AEThermostat

SD-10 Operation and Maintenance

Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 10 PAGES

23 83 00.00 20 2.1 GElectric unit heaters

26 05 00.00 40 SD-02 Shop Drawings

3.2.7.1 GMarking Strips

SD-03 Product Data

2.1.1 G AEConduits and Raceways

2.2.2 G AEWire and Cable

3.2.6 G AESplices and Connectors

2.2.5 G AEReceptacles

2.1.2 G AEOutlet Boxes, Pull Boxes and

Junction Boxes

2.1.3.1 G AECircuit Breakers

2.1.3 G AEPanelboards

2.1.4 G AEDry-Type Distribution

Transformers

2.2.3 G AEDevice Plates

SD-06 Test Reports

3.6 G AEContinuity Test

3.6 G AEPhase-Rotation Tests

3.6 G AEInsulation Resistance Test

3.6 G AE600-Volt Wiring Test

3.6 G AETransformer Tests

3.6 G AEGround-Fault Receptacle Test

3.6 G AEInsulation-Resistance Test

SD-08 Manufacturer’s Instructions

3.1Manufacturer's Instructions

26 05 33 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 10 PAGES

26 05 33 2.1Shore Tie Station

SD-03 Product Data

2.1Shore Tie Station

2.1.2Power Receptacle

2.1.3Communications Receptacle

2.1.4Circuit Breaker Assembly

2.1.5Advanced Metering

2.1.6.1Isolation Transformer

2.6.1.1Cabling

2.6.2Raceway

2.1.4.5Line Insulation Monitor

SD-06 Test Reports

2.5.1Power Receptacle and Plug

Assembly Tests

3.5.1Acceptance Checks and Tests

SD-10 Operation and Maintenance

Data

2.1Shore Tie Station

31 00 00 SD-01 Preconstruction Submittals

1.4.2Dewatering Work Plan

SD-03 Product Data

3.4Utilization of Excavated Materials

SD-06 Test Reports

1.3.3Testing

2.1Borrow Site Testing

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 10 PAGES

31 00 00 1.3.3Testing

32 11 16 SD-03 Product Data

1.3Equipment

SD-06 Test Reports

1.5Sampling and Testing

1.5.2.2Field Density Tests

32 12 17 SD-05 Design Data

1.3.2MIX DESIGN

SD-06 Test Reports

3.6Aggregates tests

33 11 00 SD-01 Preconstruction Submittals

3.1.1 GConnections

SD-03 Product Data

2.1.1 GPipe, Fittings, Joints and

Couplings

3.2.2 GDisinfection Procedures

SD-06 Test Reports

3.3.1.1Leakage Test

SD-08 Manufacturer’s Instructions

2.1.1.1.1Polyethylene (PE) Pipe

2.1.1.2Copper Pipe For Service Lines

33 30 00 SD-01 Preconstruction Submittals

1.3.1 GContractor's License

SD-03 Product Data

2.2.1Gravity Pipe

SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 10 PAGES

33 30 00 3.3.1.1.1 GLow-Pressure Air Tests

33 71 02 SD-06 Test Reports

3.10.1 G AEField Acceptance Checks and

Tests

3.3 G AECable Installation Plan and

Procedure

33 82 00 SD-03 Product Data

2.4 G AEWire and cable

2.2.1 G AEBuilding protector assemblies

2.2.2 G AEProtector modules

SD-06 Test Reports

3.5.1 G AEPre-installation tests

3.5.2 G AEAcceptance tests

1.6.2 G AEOutside Plant Test Plan

SD-07 Certificates

1.6.1.1 G AETelecommunications Contractor

1.6.1.2 G AEKey Personnel

1.6.1.3 G AEManufacturer's Qualifications

SD-08 Manufacturer’s Instructions

2.2.1 G AEBuilding protector assembly

installation

3.1.7.1 G AECable tensions

SD-09 Manufacturer’s Field

Reports

2.10.1 G AEFactory Reel Test Data

SD-11 Closeout Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 10 PAGES

33 82 00 1.8.1 GRecord Documentation

35 10 35 SD-01 Preconstruction Submittals

1.6Dive Safety Plan

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SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/20

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.3 (2020) Tower Cranes

ASME B30.5 (2018) Mobile and Locomotive Cranes

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

ASME B30.9 (2018) Slings

ASME B30.20 (2018) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.26 (2015; R 2020) Rigging Hardware

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

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

ASSP A10.44 (2020) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSP Z244.1 (2016) The Control of Hazardous Energy Lockout, Tagout and Alternative Methods

ASSP Z359.0 (2018) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

ASSP Z359.1 (2016) The Fall Protection Code

ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSP Z359.3 (2019) Safety Requirements for Lanyards and Positioning Lanyards

ASSP Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components

SECTION 01 35 26 Page 1

ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ASSP Z359.7 (2019) Qualification and Verification Testing of Fall Protection Products

ASSP Z359.11 (2014) Safety Requirements for Full Body Harnesses

ASSP Z359.12 (2019) Connecting Components for Personal Fall Arrest Systems

ASSP Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards

ASSP Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSP Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSP Z359.16 (2016) Safety Requirements for Climbing Ladder Fall Arrest Systems

ASSP Z359.18 (2017) Safety Requirements for Anchorage Connectors for Active Fall Protection Systems

ASSP Z490.1 (2016) Criteria for Accepted Practices in Safety, Health, and Environmental Training

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2019) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2016) Guide for Protective Grounding of Power Lines

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; ERTA 1-2 2018) Standard for Portable Fire Extinguishers

NFPA 51B (2019) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

SECTION 01 35 26 Page 2

National Electrical Code

NFPA 70E (2021) Standard for Electrical Safety in the Workplace

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 306 (2019) Standard for the Control of Gas Hazards on Vessels

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1910.333 Selection and Use of Work Practices

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

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.450 Scaffolds

29 CFR 1926.500 Fall Protection

29 CFR 1926.1400 Cranes and Derricks in Construction

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

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

SECTION 01 35 26 Page 3

1.2.2 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910.146 , and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and…