Specifications_-_Deer_Island_Light _PSN_4018089.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATIONS

FOR

DEER ISLAND LIGHT REPLACEMENT

FOR

ANT BOSTON

Boston, MA

PSN 4018089

BRIAN BAFFER DAVID GLASS

A. A. JACOBS

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

PSN 4018089 Deer Island Light Replacement

DEER ISLAND LIGHT REPLACEMENT

BOSTON, MASSACHUSETTS

DESIGN BY:

CHILDS ENGINEERING CORPORATION

34 WILLIAM WAY

BELLINGHAM, MA 02019

SPECIFICATION PREPARED BY:

Civil/Structural:

Craig D. Sams, P.E.

SPECIFICATION SUBMITTED BY: Craig D. Sams, P.E. DATE: __________

SPECIFICATION APPROVED BY: _________________________ DATE: __________

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

a description of work covered in this contract and is required for use in all projects

01 14 00 WORK RESTRICTIONS

work and site restrictions

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

the preparation and use of Design-Bid-Build Schedules

01 33 00 SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property and resources

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

listing of organizations whose publications are referenced in other sections of the specifications.

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

temporary construction facilities, safety systems, construction traffic provisions, construction signage and controls over contractor operations required for use in all projects.

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

environmental protection and other environmental temporary controls

01 78 00 CLOSEOUT SUBMITTALS

closeout submittals including: revised project documents, warranty management, testing, adjusting and balancing, O & M manuals, and final cleaning

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

02 41 01 SILTATION CURTAINS/DEBRIS BOOMS

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

PROJECT TABLE OF CONTENTS Page 1

DIVISION 03 - CONCRETE

03 62 18 STRUCTURAL PILE JACKET GROUTING

pressure grouting the anulus space between the pile and jacket and all such other operations as are incidental to the grouting operation

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

miscellaneous metalwork

05 50 14 STRUCTURAL METAL FABRICATIONS

general workmanship applicable to the fabrication, assembly and testing custom fabricated or machined assemblages requiring strict tolerances and specific expertise in detailing, fabrication, and installation

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

fiberglass reinforced plastic (FRP) gratings

DIVISION 09 - FINISHES

09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES

coating steel-sheet piling and other steel waterfront structures

DIVISION 26 - ELECTRICAL

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

underground piping and buried or submerged structure cathodic protection systems using galvanic anodes systems

DIVISION 31 - EARTHWORK

31 62 16.32 STEEL PIPE PILES

furnishing all equipment, labor, and materials (except materials specified to be furnished by the Government) and performing all operations in connection with the furnishing, installing and testing of steel H-piles

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

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.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Welding Permits; G Burning Permits; G

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes but is not limited to the replacement of the existing ATON light structure known as Deer Island Light in Boston Harbor. The base bid will consist of installing a new pile supported platform and new light

SECTION 01 11 00 Page 1 tower structure adjacent to the original structure. The new platform will consist of steel pipe piles, steel tube framing, and an FRP grating deck. A new light tower structure, on top of the platform, will be provided by the Government as Government Furnished Equipment (GFE) at ANT Boston and assembled and installed by the Contractor. Included in the base bid, once the new light is operational, will be the removal of the existing fiberglass tower and the access ladder to the main platform, as well as anything easily unattachable that the USCG left behind. The existing fiberglass tower shall be salvaged and returned to the USCG at ANT Base Boston by the Contractor. All other materials removed shall become the Contractor's property. Optional Bid Item 1 includes the additional work to demolish the existing sheet pile cofferdam, concrete, and brick foundation flush with the surrounding mudline. The existing rip rap and stone fill outside the sheetpile cofferdam will remain in place.

1.4.2 Location

The work shall be located in the Boston Harbor at Latitude: N 42.33984444 Longitude: W 70.95451667. The exact location will be as shown on the plans.

1.5 CONTRACT DRAWINGS

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

SHEET NO. DISCIPLINE

SHEET NO.

TITLE

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES, SOIL BORINGS

3 G-101 SITE PLAN

4 C-101 EXISTING/DEMOLITION

5 C-901 EXISTING CONDITION PHOTOS

6 S-201 GENERAL ARRANGEMENT

7 S-401 JACKET FRAMING

8 S-402 PLATFORM FRAMING

9 S-501 MISCELLANEOUS DETAILS

10 R101 Tower Reference

11 R102 Tower Reference

12 R103 Tower Reference

13 R104 Tower Reference

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

Reference publications will not be furnished.

SECTION 01 11 00 Page 2

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

1.6 EXISTING WORK

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

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

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

1.7 LOCATION OF UNDERGROUND UTILITIES

Contractor shall identify the location of existing outfalls and electrical submarine cables in the general project area. Contractor shall take all measures necessary to identify and protect these utilities from damage due to the construction or the Contractor's activities.

1.7.1 Notification Prior to Pile Driving

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

DEER ISLAND LIGHT REPLACEMENT

BOSTON, MASSACHUSETTS

DESIGN BY:

CHILDS ENGINEERING CORPORATION

34 WILLIAM WAY

BELLINGHAM, MA 02019

SPECIFICATION PREPARED BY:

Civil/Structural:

Craig D. Sams, P.E.

SPECIFICATION SUBMITTED BY: Craig D. Sams, P.E. DATE: __________

SPECIFICATION APPROVED BY: _________________________ DATE: __________

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

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

b. The Deer Island light will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference to the normal operations of the light. The total project duration shall be as specified in the Contract.

c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing light operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

d. The Contractor shall give proper notification to the US Coast Guard when operations shall interfere with the operation of the light.

e. Transportation to the Site: The Contractor shall accommodate requests from the Contracting Officer, or duly appointed representative, for transportation to and from the work site. These transportation requests may be coordinated with the Contractors' normal trips back and forth from the work site, provided such coordination does not delay the inspection by more than 4 hours.

f. Coordinate activities with FAA for any height restrictions related to operations at Logan Airport.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Station Regulations

1.2.1.1 Subcontractors and Personnel Contacts

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

1.2.2 Employee List

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

1.2.3 Emergency Response Requirement

All personnel shall take shelter for personal safety in the event of

SECTION 01 14 00 Page 1 certain emergencies. This policy includes Contractors, Subcontractors, and any person who is employed by the Contractor.

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

1.2.4 Working Hours

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

1.2.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values; G

1.2 CONSTRUCTION SCHEDULE

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

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

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

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

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

i. As-Built Drawings

j. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the

SECTION 01 32 00 Page 1 obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

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

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

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

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

1.3 UPDATED SCHEDULES

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

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

3.1.2 Modifications

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

SECTION 01 32 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittals(SD)

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan Accident prevention plan (APP)

SD-02 Shop Drawings

SECTION 01 33 00 Page 1

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 or equipment for some portion of the work.

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

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged.

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

Investigation reports

SECTION 01 33 00 Page 2

Daily checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

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

As-built drawings

Special warranties

Posted operating instructions

Training plan

1-year construction warranty

1.1.4 Approving Authority

Person authorized to approve submittal.

SECTION 01 33 00 Page 3

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 construction.

1.2 SUBMITTALS

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

SD-01 Preconstruction Submittals

Submittal register

1.3 USE OF SUBMITTAL REGISTER

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

1.3.1 Submittal Register

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

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

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

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

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

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

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

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

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

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

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

SECTION 01 33 00 Page 4

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.

1.4.3 Scheduling

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

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each resubmittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Considering Variations

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

(VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variation are Compatible

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

1.4.4.4 Review Schedule is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

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

SECTION 01 33 00 Page 5

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

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

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

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

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 20 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

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

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

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

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

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

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

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract

SECTION 01 33 00 Page 6 documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

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

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

1.5.2 Identifying Submittals

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

a. Project title and location.

b. Construction contract number.

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

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

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

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

g. Product identification and location in project.

1.5.3 Format for Product Data

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

b. Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

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

SECTION 01 33 00 Page 7

1.5.4 Format for Shop Drawings

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

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

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

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

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

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

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

SECTION 01 33 00 Page 8 style, for comparison.

1.5.6 Format of Administrative Submittals

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

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

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

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

1.6.2 Number of Copies of Shop Drawings

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

1.6.3 Number of Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to contractor.

b. Submit one sample panel. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies of Administrative Submittals

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

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 9

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

Line

Acti vity

Trans-mittal #

Specification Section

SD

# Submittal Description Item Submitted Paragraph #

Classificati on: GOVT or A/E Revwr Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR / Auth Date RCD From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

1 01 11 00 01 Preconstruction Submittals Welding Permits G

2 01 11 00 01 Preconstruction Submittals Burning Permits G

3 01 32 00 01 Preconstruction Submittals Construction Schedule/Schedule of Values 1.2 G

4 01 33 00 01 Preconstruction Submittals Submittal register 1.1.3

5 01 35 26 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.6 G

6 01 35 26 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 3.4.5 G

7 01 35 26 01 Preconstruction Submittals Crane Critical Lift Plan 1.6.1 G

8 01 35 26 01 Preconstruction Submittals Crane Operators 1.5.1.2 G

9 01 35 26 06 Test Reports Notifications and Reports 1.10 G

10 01 35 26 06 Test Reports Accident Reports 1.10.2 G

11 01 35 26 06 Test Reports Crane Reports 1.10.3 G

12 01 35 26 07 Certificates Confined Space Entry Permit 1.7 G

13 01 35 26 07 Certificates Hot Work Permit 1.7 G

14 01 35 26 07 Certificates License Certificates 1.7 G

15 01 35 26 07 Certificates Contractor Safety Self-Evaluation Checklist 1.7 G

16 01 35 26 07 Certificates Third Party Certification of Barge- Mounted Mobile Cranes 1.10.5 G

17 01 35 26 07 Certificates Certificate of Compliance (Crane) 1.5.1.2 G

18 01 35 26 07 Certificates Certificate of Compliance (Crane) 1.10.4 G

19 01 35 26 07 Certificates Machinery & Mechanized Equipment Certification Form 3.6.3 G

20 01 50 00 01 Preconstruction Submittals Construction site plan G

21 01 57 19.00 20 01 Preconstruction Submittals Preconstruction Survey 1.5.1 G

22 01 57 19.00 20 01 Preconstruction Submittals Regulatory Notifications 1.5.2 G

23 01 57 19.00 20 01 Preconstruction Submittals Environmental Management Plan 3.1 G

24 01 57 19.00 20 06 Test Reports Erosion and Sediment Control Inspection Reports G

25 01 57 19.00 20 06 Test Reports Contractor 40 CFR employee training records 1.5.4 G

26 01 57 19.00 20 11 Closeout Submittals Contractor 40 CFR Employee Training Records 1.5.4 G

27 01 57 19.00 20 11 Closeout Submittals Regulatory Notifications 1.5.2 G

28 01 78 00 03 Product Data As-Built Record of Equipment and Materials G

29 01 78 00 03 Product Data Warranty Management Plan G

30 01 78 00 03 Product Data Final Cleaning 1.6 G

31 01 78 00 08 Manufacturer’s Instructions Preventative Maintenance G

32 01 78 00 08 Manufacturer’s Instructions Condition Monitoring (Predictive Testing) G

TITLE: Deer Island Light Replacement

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Deer Island Light Replacement

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

33 01 78 00 08 Manufacturer’s Instructions Inspection G

34 01 78 00 08 Manufacturer’s Instructions Instructions G

35 01 78 00 11 Closeout Submittals Record Drawings 1.3 G

36 01 78 00 11 Closeout Submittals Interim Form DD1354 G

37 01 78 00 11 Closeout Submittals Checklist for Form DD1354 G

38 01 78 00 11 Closeout Submittals Survey Information for ATON G

39 02 41 00 07 Certificates Demolition Plan 1.2.1 G

40 03 62 18 02 Shop Drawings Grout Closure Forms and Pumping Details G

41 03 62 18 03 Product Data Grout G

42 03 62 18 05 Design Data Grout Placement Plan G

43 03 62 18 06 Test Reports Compressive Strength Testing G

44 03 62 18 06 Test Reports Bond Strength G

45 03 62 18 06 Test Reports Shrinkage G

46 03 62 18 08 Manufacturer’s Instructions Grout Mixing and Placement G

47 05 50 13 02 Shop Drawings structural steel G

48 05 50 14 02 Shop Drawings All fabricated items including Jacket, Platform , and guard rails G

49 05 50 14 03 Product Data Filler Metal 2.1.2.1.3.1

50 05 50 14 06 Test Reports Tests, Inspections, and Verifications 2.2

51 05 50 14 07 Certificates Welding Qualifications 1.3.2

52 06 73 01 02 Shop Drawings Installation Drawings, Templates, and Directions 1.5 G

53 06 73 01 03 Product Data FRP Grating 1.5 G

54 06 73 01 03 Product Data Clips and Anchorage 1.5 G

55 06 73 01 06 Test Reports Bearing Strength Testing 2.1 G

56 06 73 01 06 Test Reports Flexural Properties 2.1 G

57 06 73 01 06 Test Reports Ultraviolet Testing 2.1 G

58 06 73 01 06 Test Reports Shear Strength 2.1 G

59 06 73 01 06 Test Reports Tensile Properties 2.1 G

60 06 73 01 06 Test Reports Toxicity Testing 2.1 G

61 06 73 01 06 Test Reports Coefficient of Lineal Thermal Expansion 2.1 G

62 06 73 01 06 Test Reports Flame Spread Testing 2.1 G

63 06 73 01 07 Certificates Manufacturer's Sample Warranty 1.5 G

64 06 73 01 07 Certificates Certification of Anchorage System compliance with ASCE 7 1.5 G

65 06 73 01 08 Manufacturer’s Instructions Shipping, Handling, Erection Procedures 1.6 G

66 06 73 01 08 Manufacturer’s Instructions Care and Maintenance Instructions 1.6 G

67 06 73 01 09 Manufacturer’s Field Reports Manufacturer's Certification of Installation G

68 06 73 01 11 Closeout Submittals Manufacturer's Warranty 3.3 G

TITLE: Deer Island Light Replacement

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

69 09 97 13.26 01 Preconstruction Submittals Material, Equipment, and Fixture Lists 1.4

70 09 97 13.26 01 Preconstruction Submittals Safety Plan 1.4

71 09 97 13.26 01 Preconstruction Submittals Quality Assurance Plan 1.7

72 09 97 13.26 03 Product Data Abrasive Blasting Material

73 09 97 13.26 03 Product Data Splash zone coating 2.1.2

74 09 97 13.26 03 Product Data Urethane coating System 2.1.1

75 09 97 13.26 04 Samples Manufacturer's Standard Color Charts 1.4

76 09 97 13.26 05 Design Data Mix Designs 1.4

77 09 97 13.26 05 Design Data Urethane coating system 2.1.1

78 09 97 13.26 06 Test Reports Inspection reports

79 09 97 13.26 07 Certificates Splash zone coating 2.1.2

80 09 97 13.26 07 Certificates Urethane coating System 2.1.1

81 09 97 13.26 08 Manufacturer’s Instructions Protective Coatings

82 31 62 16.32 02 Shop Drawings Pile Placement 3.2.3 G

83 31 62 16.32 03 Product Data Pile Driving Equipment 3.1 G

84 31 62 16.32 03 Product Data Pile Driving Records 3.2.2 G

85 31 62 16.32 03 Product Data Delivery, storage, and handling 1.4 G

86 31 62 16.32 03 Product Data Pile Tests 3.3 G

87 31 62 16.32 05 Design Data Wave Equation Analysis 3.3.1

88 31 62 16.32 06 Test Reports Pile Driving Tests 3.3 G

89 31 62 16.32 06 Test Reports Pile Driving Analyzer 3.3.1.2 G

90 31 62 16.32 06 Test Reports Dynamic Testing of Piles 3.3.1

91 31 62 16.32 11 Closeout Submittals Pile Driving Records 3.2.2

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2012) Fall Protection

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

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.3 (2012) Tower Cranes

ASME B30.5 (2011) Mobile and Locomotive Cranes

ASME B30.8 (2010) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

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

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

NFPA 70 (2014) National Electrical Code

NFPA 70E (2012; Errata 2012) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

SECTION 01 35 26 Page 1

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

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400 Cranes & Derricks in Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

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

U.S. NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC)

NAVFAC P-307 (2009; Change 1 Mar 2011; Change 2 Aug 2011)Management of Weight Handling Equipment

1.2 DEFINITIONS

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

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

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

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

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

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

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

SECTION 01 35 26 Page 2 onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

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

(1) through (6) above.

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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

Activity Hazard Analysis (AHA); G

Crane Critical Lift Plan; G

Proof of qualification for Crane Operators; G

SD-06 Test Reports

Notifications and Reports; G

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

Accident Reports; G

Crane Reports; G

SD-07 Certificates; G

Confined Space Entry Permit; G

Hot Work Permit; G

License Certificates; G

Contractor Safety Self-Evaluation Checklist; G

Third Party Certification of Barge-Mounted Mobile Cranes; G

Certificate of Compliance (Crane); G

SECTION 01 35 26 Page 3

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

Machinery & Mechanized Equipment Certification Form; G

1.4 REGULATORY REQUIREMENTS

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

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

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

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

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

1.5.1.1.1 Contractor Quality Control (QC) Person:

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

1.5.1.2 Crane Operators

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

SECTION 01 35 26 Page 4

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)

The SSHO shall:

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

b. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements.

h. Maintain a list of hazardous chemicals on site and their material safety data sheets.

i. Failure to perform the above duties will result in dismissal of the superintendent, QC Manager, and/or SSHO, and a project work stoppage.

The project work stoppage will remain in effect pending approval of a…