P7233416SPEC.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATIONS

for

WATERFRONT REPAIRS

at

U.S. COAST GUARD STATION GLOUCESTER

Gloucester, MA

Task Order No. HSCGG1-17-J-PRV156

DAVID CASS DAVID GLASS

Design Project Manager Design Team Supervisor

A. A. JACOBS

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

United States Coast Guard Gloucester Gloucester, MA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 41 01 SILTATION CURTAINS/DEBRIS BOOMS

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 20 00.00 10 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER TIMBERWORK

DIVISION 09 - FINISHES

09 97 13 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 62 19.13 WOOD MARINE PILES

31 62 19.15 PILE JACKETING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes but is not limited to the following: replacing expansion joint material, installing grout packet chinking, and repairing the cracks and spalls on the Seawall; cleaning and recoating the exposed portions of the steel sheet pile, tie rod, and wale, installing anodes, and filling in voids along the Bulkhead; cleaning and recoating piles, pontoons, and framing members, replacing pontoon/dock connections, and installing guide pile anodes on Floating Dock 1; cleaning and recoating piles and struts, installing anodes and repositioning the gangway hinge at "D" Fender on Floating Dock 2; demolishing Pier 1 and installing a new curb at the former apron; repairing piles and spalls, cleaning and recoating mooring hardware, replacing fender pile wraps, replacing wales, chocks, fender pile end cap, and missing cleat and wave screen hardware, encasing the damaged pile, and banding the split fender pile at Pier 2; replacing lower bracing, low bracing connections, dolphin wire wrap, wale, and fender strakes, repair spalls, and clean and recoat mooring hardware at the Boat Hoist Pier; as indicated on the plans.

An optional work items is to repair Pier 1 by replacing broken fender piles, lower bracing, lower bracing connections, corner dolphin wire wrap, wales, and chocks; repairing pile cap spalls; cleaning and recoating mooring hardware; and filling the ends of the batter piles.

1.1.2 Location

The work shall be located at USCG Station Gloucester in Gloucester, Massachusetts, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 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 DRAWING INDEX

3 G-003 NOTES

4 G-101 SITE PLAN

5 C-101 DEMOLITION PLAN

6 C-102 CURB PLAN

SECTION 01 11 00 Page 1

7 C-103 DEMOLITION SECTIONS

8 C-104 CONSTRUCTION DETAILS

9 S-101 SEAWALL PLAN

10 S-102 BULKHEAD PLAN

11 S-103 FLOATING DOCK 1 PLAN

12 S-104 FLOATING DOCK 2 PLAN

13 S-105 RIPRAP PLAN

14 S-106 PIER 1 PLAN

15 S-107 PIER 2 PLAN

16 S-108 BOAT HOIST PIER PLAN

17 S-501 REPAIR DETAILS

18 S-502 REPAIR DETAILS

19 S-503 REPAIR DETAILS

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.

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

1.3 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.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, SECTION 01 11 00 Page 2 and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

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. USCG Station Gloucester will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity per the Phasing Plan. Access to emergency response vessels will be continuously maintained. The total project duration shall be as specified in the Contract Documents.

c. Permission to interrupt any Activity roads, parking areas, storage areas, access and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

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

e. The Contractor shall give a 15 Calendar Day notification to the US Coast Guard when operations shall interfere with a USCG boat berth areas.

f. The load ratings shall be adhered to as shown on the Drawings.

g. The Contractor shall notify and obtain approval for the relocation of floating docks during construction phases. If relocation is necessary, a Dismantle Plan, Anchorage Plan, Temporary Location Plan, and Reassembly plan shall be provided to the Contracting Officer for approval, prior to starting work.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Station Regulations

1.2.1.1 Subcontractors and Personnel Contacts

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

1.2.2 Employee List

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

SECTION 01 14 00 Page 1 commencement of work under this contract.

1.2.3 Emergency Response Requirement

All personnel shall take shelter for personal safety in the event of certain emergencies. This policy includes Contractors, Subcontractors, and any person who is employed by the Contractor.

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

1.2.4 Working Hours

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

1.2.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.6 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The Contractor shall relocate and reset temporary facilities to complete the work, as indicated or otherwise directed by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values; G

1.2 CONSTRUCTION SCHEDULE

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

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

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

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

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

i. As-Built Drawings

j. Factors which Constitute Potential Interruptions to Station Operations

SECTION 01 32 00 Page 1

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

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

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

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

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

1.3 UPDATED SCHEDULES

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

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

3.1.2 Modifications

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

SECTION 01 32 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal(SD)

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

1.1.2 Types of Submittals

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

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

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

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

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

1.1.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to

SECTION 01 33 00 Page 1 illustrate some portion of the work.

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

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

SD-03 Product Data

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

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

SD-04 Samples

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

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

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

Investigation reports

Daily checklists

SECTION 01 33 00 Page 2

Final acceptance test and operational test procedure

SD-07 Certificates

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

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

Confined space entry permits.

SD-08 Manufacturer's Instructions

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

SD-09 Manufacturer's Field Reports

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

Factory test reports.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

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

As-built drawings

Special warranties

Posted operating instructions

Training plan

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, SECTION 01 33 00 Page 3 products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 USE OF SUBMITTAL REGISTER

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

1.3.1 Submittal Register

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

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

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

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

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

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

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

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

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

1.4.2 Constraints

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

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

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

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

SECTION 01 33 00 Page 4

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

1.4.3 Scheduling

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

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

1.4.4 Variations

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

1.4.4.1 Considering Variations

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

(VECP).

1.4.4.2 Proposing Variations

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

1.4.4.3 Warranting That Variation are Compatible

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

1.4.4.4 Review Schedule is Modified

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

1.4.5 Contractor's Responsibilities

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

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

SECTION 01 33 00 Page 5

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

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

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

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

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

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

1.4.6 Government Responsibilities

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

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

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

d. Ensure that material is clearly legible.

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

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

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

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

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

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

SECTION 01 33 00 Page 6

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

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

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

1.5.2 Identifying Submittals

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

a. Project title and location.

b. Construction contract number.

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

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

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

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

g. Product identification and location in project.

1.5.3 Format for Product Data

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

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

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

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

1.5.4 Format for Shop Drawings

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

SECTION 01 33 00 Page 7

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 style, for comparison.

SECTION 01 33 00 Page 8

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 32 00 01 Preconstruction Submittals Construction Schedule/Schedule of

Values G

2 01 33 00 01 Preconstruction Submittals Submittal Register G

3 01 35 26 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.7 G

4 01 35 26 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.8 G

5 01 35 26 01 Preconstruction Submittals Crane Critical Lift Plan 1.7.1 G

6 01 35 26 01 Preconstruction Submittals Crane Operators 1.6.1.2 G

7 01 35 26 06 Test Reports Notifications and Reports 1.12 G

8 01 35 26 06 Test Reports Accident Reports 1.12.2 G

9 01 35 26 06 Test Reports Crane Reports 1.12.3 G

10 01 35 26 07 Certificates Confined Space Entry Permit 1.9 G

11 01 35 26 07 Certificates Hot Work Permit 1.9 G

12 01 35 26 07 Certificates License Certificates 1.14 G

13 01 35 26 07 Certificates Contractor Safety Self-Evaluation

Checklist

1.4 G

14 01 35 26 07 Certificates Contractor Safety Self-Evaluation

Checklist

1.4 G

15 01 35 26 07 Certificates Third Party Certification of Barge-

Mounted Mobile Cranes

1.12.5 G

16 01 35 26 07 Certificates Certificate of Compliance (Crane) 1.6.1.2 G

17 01 35 26 07 Certificates Machinery & Mechanized Equipment

Certification Form

3.6.3 G

18 01 50 00 01 Preconstruction Submittals Construction site plan G

19 01 50 00 01 Preconstruction Submittals Traffic control plan 3.3.1 G

20 01 57 19 01 Preconstruction Submittals Preconstruction Survey 1.6.1

21 01 57 19 01 Preconstruction Submittals Solid Waste Management Permit 1.10 G

22 01 57 19 01 Preconstruction Submittals Regulatory Notifications 1.6.2 G

23 01 57 19 01 Preconstruction Submittals Environmental Protection Plan 1.7 G

24 01 57 19 01 Preconstruction Submittals Stormwater Notice of Intent G

25 01 57 19 01 Preconstruction Submittals Dirt and Dust Control Plan 1.7.9.1 G

26 01 57 19 01 Preconstruction Submittals Employee Training Records 1.6.5 G

27 01 57 19 01 Preconstruction Submittals Environmental Manager Qualifications 1.6.4 G

28 01 57 19 06 Test Reports Laboratory Analysis 3.6.1.1.2 G

29 01 57 19 06 Test Reports Inspection Reports

30 01 57 19 06 Test Reports Solid Waste Management Report 3.6.2.1 G

31 01 57 19 07 Certificates Employee Training Records 1.6.5 G

32 01 57 19 07 Certificates ECATTS Certificate Of Completion G

33 01 57 19 07 Certificates Certificate of Competency

TITLE: United States Coast Guard Station Gloucester

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Gloucester, Massachusetts

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: United States Coast Guard Station Gloucester

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Gloucester, Massachusetts

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

34 01 57 19 07 Certificates Erosion and Sediment Control

Inspector 1.6.5

35 01 57 19 11 Closeout Submittals Stormwater Pollution Prevention Plan

Compliance Notebook G

36 01 57 19 11 Closeout Submittals Stormwater Notice of Termination G

37 01 57 19 11 Closeout Submittals Waste Determination Documentation 3.6.1 G

38 01 57 19 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste

3.6.3.5 G

39 01 57 19 11 Closeout Submittals Assembled Employee Training Records 1.6.5 G

40 01 57 19 11 Closeout Submittals Solid Waste Management Permit 1.10 G

41 01 57 19 11 Closeout Submittals Solid Waste Management Report 3.6.2.1 G

42 01 57 19 11 Closeout Submittals Contractor Hazardous Material

Inventory Log G

43 01 57 19 11 Closeout Submittals Hazardous Waste/Debris Management 3.6.3.1 G

44 01 57 19 11 Closeout Submittals Regulatory Notifications 1.6.2 G

45 01 57 19 11 Closeout Submittals Sales Documentation 3.6.2.1 G

46 01 57 19 11 Closeout Submittals Contractor Certification

47 01 57 19 11 Closeout Submittals As-Built Topographic Survey

48 01 78 00 03 Product Data As-Built Record of Equipment and

Materials G

49 01 78 00 03 Product Data Warranty Management Plan G

50 01 78 00 03 Product Data Final Cleaning G

51 01 78 00 08 Manufacturer’s Instructions Preventative Maintenance G

52 01 78 00 08 Manufacturer’s Instructions Condition Monitoring (Predictive

Testing) G

53 01 78 00 08 Manufacturer’s Instructions Inspection G

54 01 78 00 08 Manufacturer’s Instructions Instructions G

55 01 78 00 11 Closeout Submittals Record Drawings 1.2 G

56 01 78 00 11 Closeout Submittals Interim Form DD1354 G

57 01 78 00 11 Closeout Submittals Checklist for Form DD1354 G

58 01 78 00 11 Closeout Submittals Certificate of Coating Compliance G

59 02 41 00 01 Preconstruction Submittals Demolition Plan 1.2.1 G

60 02 41 00 11 Closeout Submittals Receipts

61 03 01 30.71 01 Preconstruction Submittals Repair Plan 1.5.6 G

62 03 01 30.71 01 Preconstruction Submittals Testing Technicians 1.5.1.3 G

63 03 01 30.71 01 Preconstruction Submittals Testing Agencies 1.5.1.3 G

64 03 01 30.71 01 Preconstruction Submittals Field Survey Results G

65 03 01 30.71 01 Preconstruction Submittals Letter of Acceptance of Government's

Defect Quantities G

66 03 01 30.71 02 Shop Drawings Method of Performing the Surface

Preparation G

67 03 01 30.71 02 Shop Drawings Formwork G

68 03 01 30.71 03 Product Data Concrete G

69 03 01 30.71 03 Product Data Reinforcing Steel 2.1.3 G

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Gloucester, Massachusetts

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

70 03 01 30.71 03 Product Data Pre-Packaged Repair Material 1.3.1 G

71 03 01 30.71 03 Product Data Pre-Packaged Repair Material 1.5.4.1 G

72 03 01 30.71 03 Product Data Pre-Packaged Repair Material 2.1.1 G

73 03 01 30.71 03 Product Data Pre-Packaged Repair Material 2.2.1 G

74 03 01 30.71 03 Product Data Admixtures 1.6.3 G

75 03 01 30.71 05 Design Data Repair Material Mixing Proportioning 1.5.3 G

76 03 01 30.71 05 Design Data Trial Batch G

77 03 01 30.71 06 Test Reports Concrete G

78 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 1.3.1 G

79 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 1.5.4.1 G

80 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 2.1.1 G

81 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 2.2.1 G

82 03 01 30.71 06 Test Reports Aggregates G

83 03 01 30.71 06 Test Reports Admixtures 1.6.3 G

84 03 01 30.71 06 Test Reports Cement G

85 03 01 30.71 06 Test Reports Water 1.5.4.2 G

86 03 01 30.71 07 Certificates Form Removal Schedule G

87 03 01 30.71 07 Certificates Placement and Compaction 1.5.5 G

88 03 01 30.71 07 Certificates Mix Design G

89 03 01 30.71 08 Manufacturer’s Instructions Pre-Packaged Material G

90 03 01 30.71 08 Manufacturer’s Instructions Admixtures 1.6.3 G

91 03 01 30.71 08 Manufacturer’s Instructions Manufacturer's Material Safety Data

Sheets

1.9 G

92 03 20 00.00 10 02 Shop Drawings Reinforcement 3.1 G

93 03 20 00.00 10 03 Product Data Welding 1.3.1 G

94 03 20 00.00 10 03 Product Data Material G

95 03 20 00.00 10 04 Samples Epoxy-Coated Bars 2.1.1 G

96 03 20 00.00 10 07 Certificates Reinforcing Steel 2.1 G

97 03 30 53 02 Shop Drawings Installation Drawings 1.4 G

98 03 30 53 03 Product Data Air-Entraining Admixture 2.2.3.1

99 03 30 53 03 Product Data Accelerating Admixture 2.2.3.2

100 03 30 53 03 Product Data Water-Reducing or Retarding

Admixture 2.2.3.3

101 03 30 53 03 Product Data Curing Materials 2.2.10

102 03 30 53 03 Product Data Expansion Joint Filler Strips, Premolded 2.2.6

103 03 30 53 03 Product Data Joint Sealants - Field Molded Sealants 2.2.7

104 03 30 53 03 Product Data Waterstops 2.4.1

105 03 30 53 03 Product Data Chemical Floor Hardener 2.4.2

106 03 30 53 03 Product Data Batching and Mixing Equipment 3.1.3.3

107 03 30 53 03 Product Data Conveying and Placing Concrete 3.2

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Gloucester, Massachusetts

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

108 03 30 53 03 Product Data Formwork 2.2.8

109 03 30 53 03 Product Data Mix Design Data 2.3 G

110 03 30 53 03 Product Data Ready-Mix Concrete 2.3

111 03 30 53 03 Product Data Curing Compound 2.4.3

112 03 30 53 03 Product Data Mechanical Reinforcing Bar

Connectors

113 03 30 53 06 Test Reports Aggregates 2.2.2

114 03 30 53 06 Test Reports Concrete Mixture Proportions 2.1.3 G

115 03 30 53 06 Test Reports Measurement of Floor Tolerances

116 03 30 53 06 Test Reports Compressive Strength Testing 3.8.3 G

117 03 30 53 06 Test Reports Slump 3.8.3 G

118 03 30 53 06 Test Reports Air Content 3.8.3

119 03 30 53 06 Test Reports Water 2.2.4

120 03 30 53 07 Certificates Cementitious Materials 2.2.1

121 03 30 53 07 Certificates Pozzolan 2.2.1.2

122 03 30 53 07 Certificates CPG for recycled materials or appropriate Waiver Form 1.4.1

123 03 30 53 07 Certificates Aggregates 2.2.2

124 03 30 53 07 Certificates Delivery Tickets 2.3

125 03 30 53 08 Manufacturer’s Instructions Chemical Floor Hardener 2.4.2

126 03 30 53 08 Manufacturer’s Instructions Curing Compound 2.4.3

127 06 13 33 02 Shop Drawings timberwork 3.2.1 G

128 06 13 33 06 Test Reports Timber preservative inspection 1.4.2

129 06 13 33 06 Test Reports Delivery inspection list 1.4.3

130 06 13 33 07 Certificates MSDS and CIS 1.4.1

131 09 97 13 05 Design Data Containment System 1.4.3.1

132 09 97 13 06 Test Reports Coatings Qualification Test Reports

133 09 97 13 06 Test Reports Non-metallic Abrasive Qualification

Test Reports

1.4.4.3 G

134 09 97 13 06 Test Reports Metallic Abrasive Qualification Test

Reports 1.4.4.1

135 09 97 13 06 Test Reports Coating Sample Test Reports

136 09 97 13 06 Test Reports Waste Materials Analysis Test Report

137 09 97 13 06 Test Reports Abrasive Sample Test Reports

138 09 97 13 06 Test Reports Inspection Report Forms 3.7.2.2

139 09 97 13 06 Test Reports Daily Inspection Reports 3.7.2.3

140 09 97 13 06 Test Reports Recycled Metallic Abrasive Field Test

Reports (Daily and Weekly) 1.4.4.2

141 09 97 13 07 Certificates Contract Errors, Omissions, and Other

Discrepancies

142 09 97 13 07 Certificates Corrective Action Procedures 1.4.1.1

143 09 97 13 07 Certificates Implement Corrective Action 1.4.1.2

144 09 97 13 07 Certificates Coating Work Plan 1.4.2

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Gloucester, Massachusetts

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

145 09 97 13 07 Certificates Coating Materials 1.4.5.9

146 09 97 13 07 Certificates Non-metallic Abrasive 1.4.5.10

147 09 97 13 07 Certificates Metallic Abrasive 1.4.5.11

148 09 97 13 07 Certificates Qualifications of Certified Industrial

Hygienist (CIH)

149 09 97 13 07 Certificates Qualifications Of Individuals Performing

Abrasive Blasting 1.4.5.4

150 09 97 13 07 Certificates Qualifications of Certified Protective

Coatings Specialist (PCS) 1.4.5.1

151 09 97 13 07 Certificates Qualifications of Individuals Applying

Coatings 1.4.5.5

152 09 97 13 07 Certificates Qualifications of Individuals Operating

Plural Component Equipment

153 09 97 13 07 Certificates Qualifications of Coating Inspection

Company 1.4.5.2

154 09 97 13 07 Certificates Qualifications of QC Specialist Coating

Inspector 1.4.5.3

155 09 97 13 07 Certificates Qualifications of Testing Laboratory for

Coatings

156 09 97 13 07 Certificates Qualifications of Testing Laboratory for

Abrasive Media 1.4.5.6

157 09 97 13 07 Certificates Qualifications of Coating Contractors 1.4.5.7

158 09 97 13 07 Certificates Joint Sealant Materials 1.4.5.8

159 09 97 13 07 Certificates Pre-Application Meeting 1.4.7

160 09 97 13 08 Manufacturer’s Instructions Joint Sealant Instructions 1.5.1

161 09 97 13 08 Manufacturer’s Instructions Coating System Instructions 1.5.2 G

162 09 97 13 11 Closeout Submittals Disposal of Used Abrasive 3.4.6 G

163 09 97 13 11 Closeout Submittals Inspection Logbook 3.7.2.4 G

164 31 23 00.00 20 06 Test Reports Select material test G

165 31 23 00.00 20 06 Test Reports Density tests G

166 31 62 19.13 03 Product Data Piles 2.1.1 G

167 31 62 19.13 03 Product Data Pile driving equipment 3.1.1 G

168 31 62 19.13 06 Test Reports Preservative treated piles 1.3.1 G

169 31 62 19.13 07 Certificates MSDS and CIS 1.3.2

170 31 62 19.13 07 Certificates Preservative Treatment

171 31 62 19.13 07 Certificates Best Management Practices (BMPs) 1.3.3

172 31 62 19.15 02 Shop Drawings Reinforcing steel shop drawings

173 31 62 19.15 03 Product Data Concrete Design Mix 1.6.1

174 31 62 19.15 03 Product Data Pile Jacket Material

175 31 62 19.15 03 Product Data Pile Jacket Calculations

176 31 62 19.15 03 Product Data Pile Cleaning and Jacket Installation

Procedures

177 31 62 19.15 06 Test Reports Concrete Testing Laboratory Results

178 31 62 19.15 08 Manufacturer’s Instructions Pile Jacket Instructions G

179 32 01 19.61 03 Product Data Joint sealant 2.1.1 G

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Gloucester, Massachusetts

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

180 32 01 19.61 04 Samples Joint filler 3.1.1

181 32 01 19.61 04 Samples Separating tape 2.1.3.2

182 32 01 19.61 04 Samples backer rod 2.1.3.1

183 32 01 19.61 04 Samples Joint sealant 2.1.1

184 32 01 19.61 06 Test Reports Joint sealant 2.1.1

185 32 01 19.61 07 Certificates Equipment list 1.6

186 32 01 19.61 08 Manufacturer’s Instructions Joint sealant 2.1.1

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 (2016) The Fall Protection Code

ASME INTERNATIONAL (ASME)

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.3 (2016) Tower Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

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

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3) National Electrical Code

NFPA 70E (2015; ERTA 1 2015) Standard for Electrical Safety in the Workplace

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)

10 CFR 20 Standards for Protection Against Radiation

SECTION 01 35 26 Page 1

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 and 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

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 onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

SECTION 01 35 26 Page 2

(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 Contractor Quality Control approval. 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

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

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

Machinery & Mechanized Equipment Certification Form; G

SECTION 01 35 26 Page 3

1.4 CONTRACTOR SAFETY SELF-EVALUATION CHECKLIST

Contracting Officer will…