Specifications FAA-PHF- 1509655.pdf

FAA-PHF- 1509655

Federal Aviation Administration

Antenna Tower Replacement

SPECIFICATIONS

Remote Transmitter Receiver Newport News, VA (PHF) RTR

November 2018

ANTENNA TOWER REPLACEMENT November 18, 2018

NEWPORT NEWS, VA (PHF) RTR FAA-PHF- 1509655

TABLE OF CONTENTS 1

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK 4

01 20 00 SITE ACCESS 2

01 30 00 COORDINATION, LOCAL PERMITS AND TESTING 2

01 33 00 SUBMITTAL PROCEDURES 10

01 33 00A SUBMITTAL SCHEDULE 2

01 50 00 TEMPORARY FACILITIES 2

01 60 00 PRODUCT REQUIREMENTS 2

01 70 00 CONTRACT CLOSEOUT

DIVISION 3 – CONCRETE

03 30 00 CAST IN PLACE CONCRETE 10

DIVISION 13 - SPECIAL CONSTRUCTION

13100 ANTENNA TOWERS 10

DIVISION 16 – ELECTRICAL

26 10 00 ELECTRICAL WORK 14

26 20 00 UNDERGROUND CABLES 6

DIVISION 31 – EARTHWORK

31 31 10 EXCAVATION, BACKFILLING, AND COMPACTING FOR STRUCTURES 8

31 31 20 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES 8

SUMMARY OF WORK 01 10 00 - 1

SECTION 01 10 00- SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. The work to be performed under this Contract is shown on the Drawings and defined in the Specifications. This section covers specific information to further clarify the intent and requirements of the contract

B. The DESCRIPTION and SUMMARY paragraphs in each section is a statement or short word summary of the content of the section this paragraph is not intended to scope the section it is merely a brief description of the significant items in the section and is used to simplify the finding of information.

C. The related work paragraphs are also not meant to be all inclusive. Again they serve the function of assisting the reader to locating specific information.

D. Prior to the “Notice to Proceed” specific submittals must be approved by the FAA. See related section 01 30 00 - Submittals for list.

1.2 DEFINITIONS

CO: Contracting Officer COR: Contracting Officers Representative RE: Resident Engineer. The RE may also act as the COR GFM: Government Furnished Material RTR: Remote Transmitter/Receiver – This site enables air traffic controllers to communicate with aircraft within a 60 nm radius of the site.

1.3 QUALITY ASSURANCE

A. The contractor shall provide all labor, materials (with the exception of GFM) and equipment required to perform the work shown on the drawings and described herein. All work preformed and all materials and equipment used will be subject to approval by the COR. This shall include but not be limited to testing, inspection, scheduling, reporting, and submittals.

B. The construction of this facility shall be in accordance with the drawings the contractor shall not use dimensions scaled from the drawings.

C. In the event of a difference among the following contract elements the order of precedence to determine which provisions shall govern is as follows:

1) Written Agreement – includes Contract and all Change Orders

2) Project specifications

3) Project drawings

D. Any discrepancies between the contract provisions, the specifications and the contract drawings shall be referred to the COR for a written determination.

SUMMARY OF WORK 01 10 00 - 2

E. Document Sources Federal Specifications.- The Federal specifications and standards, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. They may be obtained from the Specifications Activity, Printed Materials Supply Division, Building 197, Naval Weapons Plant, Washington, D.C. 20407.

Publications.- Drawings are available for review at the FAA regional offices.

Copies of military documents may be obtained from the Commanding Officer, Naval Supply Depot, 6801 Tabor Avenue, Philadelphia, Pennsylvania 19120, Attention: Code CDS.

Information on obtaining copies of Federal specifications and standards may also be obtained from General Services Administration offices in Atlanta; Boston; Chicago; Denver; Fort Worth;

Houston; Kansas City, Missouri; Los Angeles; New York; Philadelphia; San Francisco; Seattle;

and Washington, D.C.

F. Special FAA Requirements All items in bold, are areas where this FAA installation is more stringent than common industry practices. Contractor shall take note of these items as they are always scrutinized during inspections. Any failure to meet the specification will require replacement of the item.

1.4 PROJECT DESCRIPTION

Task shall include the following and any additional requirements included in the drawings and specifications:

General Work at the RTR site: Replace 3 of the 4 RTR towers

Install 3 each 50’ freestanding towers (GFM) complete with grounding. Install a cable duct from the shelter to each tower foundation and continue the conduit to the top of the tower. Install GFM cable from the tower to the shelter.

Install a complete counterpoise ground system for the new towers.

The work also includes the facility grounding system; restorations of areas disturbed during construction and installation of appurtenances as described herein or indicated on the drawings.

Return to the site after the new RTR towers are made operational and remove the old towers and foundations.

Work by others:

After the towers are installed, the FAA will install all the cable connectors and install antennas on the new towers and remove them from the old towers. Total time for this phase is 2 to 3 weeks.

1.5 CONSTRUCTION SCHEDULE

SUMMARY OF WORK 01 10 00 - 3

A. The following are the major milestone dates that the contractor is required to meet these dates shall be reflected in the construction schedule required to be submitted by the sections of these specifications

Work Item Date

1) Contract Award TBD

2) Key Submittals 1 week after Contract Award

3) Notice to Proceed Upon Approval of Key Submittals

4) Contractor Mobilization on Site 4 weeks after Contract Award

5) Contractors Acceptance Inspection 90 calendar days after NTP

6) Return for Demolition About 21 days after CAI

7) Punchlist Complete (Contract Closeout) 14 calendar days after returning

B. Weather: Make appropriate allowances for any adverse weather conditions which may be reasonably expected during the construction period. No schedule extensions will be granted due to adverse weather. No additional compensation will be paid for the means and measures required to maintain the construction schedule under adverse weather.

C. FAA Furnished Equipment: GFM is listed in the drawings on sheet G003

D. The contractor may demobilize the workforce after item 5 is complete. The contractor shall however be responsible for completing item 7 within 14 calendar days. The contractor site superintendent shall be on site when any work is preformed.

E The contractor shall maintain all items detailed is Specification section 01500

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

Not used.

END OF SECTION 01 10 00

SUMMARY OF WORK 01 10 00 - 4

THIS PAGE LEFT INTENTIONALLY BLANK

SITE ACCESS 01 20 00 - 1

SECTION 01 20 00 – SITE ACCESS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes the following

1. Site access,

2. Construction limits,

3. Use of FAA facilities

4. Work hours

B. Construction Limits.- The contractor shall confine operations, activities, storage of materials and employee parking within the RTR site, as approved by the Contracting Officer. Additional space the contractor deems necessary shall be obtained off site, at no additional cost to the Government

C. Access to Site.- The site is located on the Airport thus requiring Airport Security Badging. The site is located on the Newport News International Airport and all employees must be escorted while on site by a contractors representative that has been badged by the local Airport Authority.

It is up to the contractor to determine how many employees need to receive badges. The Airport Authority will designate a haul route to minimize the disruption to airport operations. Contractor shall be allowed to place a lock on the FAA site gate for access. Contractor shall provide the phone number of an employee who will be available 24/7 in case the FAA, Telephone Co. or an FAA contractor is locked out by the contractors lock. Contractor shall only access the site during normal construction hours designated at the preconstruction meeting. If the contractor needs to access the site outside of normal working hours he shall first receive permission from the Resident Engineer.

D. Damage to Site.- Damage to existing paving, lawns, curbs, or sidewalks caused by the contractor's activities shall be repaired. All costs of repairs shall be paid by the contractor. After notice to proceed and prior to the commencement of construction, the contractor and COR shall conduct joint inspections of the existing areas affected by the construction. Existing damage or defects shall be noted and will be used a the basis for determination of damages caused by the contractor's operations.

E. Inspection of Site by Contractor.- The contractor shall have carefully examined the premises to determine the extent of work and the conditions under which it must be done. On request to the COR, the contractor may obtain permission to make soil borings or probings. The contractor shall have the site marked by the local utility locator service prior to commencement of excavations.

F. Contractor's Use of Premises.- Contractor shall have shared use of the premises within the construction staging area limits for the execution of the work. Contractor shall assume full responsibility for the protection and safekeeping of products stored on the site. The contractor and subcontractors shall maintain the job site in a neat and orderly condition. This includes the daily removal of rubbish, waste and tools, equipment and materials not required for the work in progress.

SITE ACCESS 01 20 00 - 2

G. Government Use and Access to Premises.- The Government reserves the right to enter the premises during the term of the contract for periodic work inspections. See Part I, Section F, FAR Clause 52.236.8 "Other Contracts" for work by other contractors.

H. Security Requirements

1. Personnel List.- Contractor shall provide the COR with a list of contractor's personnel who will require access to the site. The list shall be kept current during project work.

2. Contractors personnel shall complete the training and wecurity requirements set forth by the Glynn County Airport Authority

3. Security Investigation.- Contractor's personnel may be subject to security investigation by

FAA. Upon request by the Resident Engineer, the contractor shall promptly complete all security forms provided by the COR.

4. Right to Search.- Current procedures at FAA facilities located within airport boundaries include the "right to search." If in the judgment of the authorized security guard a cause to search a vehicle or the person of personnel exists, such search will be made.

PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 01 20 00

COORDINATION, LOCAL PERMITS AND TESTING 01 30 00 - 1

SECTION 01 30 00 – COORDINATION, LOCAL PERMITS AND TESTING

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes the following

1. Project coordination among the various trades

2. Local Permits for Construction

3. Testing of Construction Materials

B. Related Sections and documents

1. 31 31 10 Excavation, Backfilling, And Compacting For Structures

2. 31 31 20 Excavation, Backfilling, And Compacting For Utilities

C. Project Coordination.- The contractor shall prepare a detailed schedule of work and work layout to resolve conflicts and to ensure coordination of the work by different trades. It shall be the duty of the contractor to resolve all coordination conflicts that arise among his subcontractors.

D. Local Permits.- The contractor shall apply, pay fees, etc., to obtain local building permits and inspection as required. See Part I, Section F, FAR Clause 52.236.7 for additional information.

E. Applicable Documents.- The current issues of the following documents in effect on the date of the invitation for bid form a part of this specification and are applicable to the extend specified herein.

American Association of State Highway and Transportation Officials (AASHTO)

T99 Moisture Density Relations of Soils Using a 5.5-Pound Rammer and 12-Inch Drop

T191 Density of Soil in-Place by the Sand-Cone Method

T205 Density of Soil in-Place by the Rubber Balloon Method

T238 Density of Soil and Soil Aggregate by Nuclear Method (Shallow Depth)

M145 Classification of Soils and Soil-Aggregate Mixtures for Highway Construction

Purposes

F. Testing

1. Contractor's Responsibility.- Cooperate with the testing laboratory and make available, without cost, samples of all materials to be tested. Contractor shall furnish such normal labor as is necessary to obtain samples at the project site and to assist in making slump tests, casting and curing concrete cylinders. Contractor shall advise the testing laboratory of the identity of material sources and instruct these suppliers to allow inspections by the laboratory representatives, and notify the testing laboratory sufficiently in advance of operations to allow for completion of initial tests and assignment of inspection personnel.

COORDINATION, LOCAL PERMITS AND TESTING 01 30 00 - 2

2. Selection and Payment.- The contractor shall select and pay for a qualified testing laboratory or laboratories to perform the requirements of this section.

3. Rejected Materials or Workmanship.- All materials or workmanship or both which have been rejected by the COR by reasons of failure to conform to the requirements of the Contract Documents shall be removed and replaced with new, acceptable materials by the contractor at contractor's own expense. Contractor shall pay for testing of new materials, which have been installed in place of rejected materials.

4. Test Reports.- The testing laboratory shall furnish three copies of each report direct to the

COR covering all of its determinations and all of its control services. Reports shall show all data customarily listed by the laboratory in reporting on quantities, qualities, and types of materials, together with their location in the project and applicable Specification Section. Form of reports shall be acceptable to the COR.

5. Testing Procedures

i. General.- No soil borings were taken by the FAA for this project. FAA does not expect to have any borrow material brought in for this project. The antenna tower foundations are designed for the concrete to be place on an undisturbed excavated area having a bearing of 2000 psf. If the contractor encounters unsuitable materials while excavating, the contractor shall notify both the resident engineer and the contracting officer. Concrete testing shall be the responsibility of the contractor. The FAA reserves the right to direct retesting in the event of failures and any retesting shall be at contractor's expense.

PART 3 - EXECUTION

END OF SECTION 01 30 00

SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01330– SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

Prior to Notice to Proceed.- Specific shop drawings and/or submittal data currently listed and required by the various sections of this specification shall be submitted to the COR for approval.

The following submittal items must be approved by the FAA prior to the Notice to Proceed:

Construction schedule, concrete mix design, reinforcing steel, and electrical equipment.

1.1.1 Submittal

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 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Schedule of Prices Reinforcing Steel Concrete Mix Design

Electrical Equipment List of proposed subcontractors

SD-02 Shop Drawings

Not Used

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

SD-05 Design Data

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

SD-06 Test Reports

SUBMITTAL PROCEDURES 01 33 00 - 2

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.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

Document required of Contractor, or of a 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.

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

SD-10 Operation and Maintenance Data

SD-11 Closeout Submittals

1.1.3 Approving Authority

Office authorized to approve submittal.

1.2 SUBMITTALS

Government approval is required for submittals:

1.3 USE OF SUBMITTAL REGISTER

Not used

1.4 PROCEDURES FOR SUBMITTALS

SUBMITTAL PROCEDURES 01 33 00 - 3

1.4.1 Reviewing, Certifying, Approving Authority

Contractor shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements.

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.

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 15 working days for COR approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from the Contractor.

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

SUBMITTAL PROCEDURES 01 33 00 - 4

documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, 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 COR in accordance with schedule 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. Ensure no work has begun until submittals for that work have been returned as "approved," or "approved as noted", except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.7 Government's Responsibilities

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from Contractor, on each submittal for which the Contracting Officer is approving authority.

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

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

1.4.8 Actions Possible

SUBMITTAL PROCEDURES 01 33 00 - 5

Submittals will be returned with one of the following notations:

a. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required , does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

b. Submittals marked "approved" "approved as submitted" authorize Contractor to proceed with work covered.

c. Submittals marked "approved as noted" or "approval except as noted; resubmission not required" authorize Contractor to proceed with work as noted provided Contractor takes no exception to the notations.

d. Submittals marked "revise and resubmit" or "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.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels, to office of approving authority. 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.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark 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, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

SUBMITTAL PROCEDURES 01 33 00 - 6

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 SD-02 Shop Drawings

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instruction's

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

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

c. Supplement 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, with information and format as required for submission of SD-07 Certificates..

d. Provide product data in metric dimensions. Where product data are included in preprinted catalogs with English units only, submit metric dimensions on separate sheet.

e. Product data shall include the manufacturer's name, trade name, place of manufacture, and catalog model or number. Submittals shall also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, the supplemental information shall be submitted as specified for SD-07 Certificates.

f. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

g. Submit manufacturer's instruction prior to installation.

1.5.5 Format of SD-04 Samples

1.5.6 Format of SD-05 Design Data and SD-07 Certificates

SUBMITTAL PROCEDURES 01 33 00 - 7

a. Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.5.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

A. Provide reports on 1/2 by 11 inches paper in a complete bound volume.

B. Indicate by prominent notation, each report in the submittal. Indicate specification number and pararaph number to which it pertains.

1.5.8 Format of SD-10 Operation and Maintenance (O&M) Data

Not Used.

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittalss

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. Provide all dimensions in administrative submittals in metric. Where data are included in preprinted material with English units only, submit metric dimensions on separate sheet.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 SD-04 Number of Samples

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

a. Submit three copies of submittals of shop drawings requiring review and approval by Contracting Officer.

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field

Reportss

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

SUBMITTAL PROCEDURES 01 33 00 - 8

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11Closeout Submittalss

1.7 FORWARDING SUBMITTALS

1.7.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the Contracting Officer The Project Enginner will review and approve for the Contracting Officer prior to the notice to Proceed. After the notice to Proceed all submittals shall be forwarded to the Resident Enginneer in Charge of Construction.

1.7.1.1 O&M Data

COR will review and approve for the Contracting Officer O&M Data to verify the submittals comply with the contract requirements.; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

1.8 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.9 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal.The Contractor shall make all corrections required by the Contracting Officer, obtain the Designer of Record's approval when applicable, and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. Any "information only" submittal found to contain errors or unapproved deviations from the Solicitation or Accepted Proposal shall be resubmitted as one requiring "approval" action, requiring both Designer of Record and Government approval. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

SUBMITTAL PROCEDURES 01 33 00 - 9

1.10 GENERAL

The Contractor shall make submittals as required by the specifications. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked, and each item shall be stamped, signed, and dated by the Contractor. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.11 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

1.11.1 Procedures

The Government will further discuss detailed submittal procedures with the Contractor at the Post- Award Conference.

1.11.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.12 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. 3 copies of the submittal will be retained by the Contracting Officer and the remaining copies of the submittal will be returned to the Contractor.

PART 3 - EXECUTION

END OF SECTION 01 33 00

SUBMITTAL SCHEDULE 01 33 00A - 1

SUBMITTAL SCHEDULE

Pr ec on st ru ct io n

Sh op

D ra w in gs

Pr od uc t D at a

Sa m pl es

D ig n

D at a

Te st re po rts

C er tif ic at

M an uf ac tu re r's

In st ru ct io ns

M an uf ac tu re r's

Fi el d

R ep or ts

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D at a

C lo se ou t

Section Item 01 02 03 04 05 06 07 08 09 10 11

DIVISION 1 - GENERAL REQUIREMENTS

Construction Progress Schedule X Personnel List X List of proposed subcontractors X Standard Lift Plan (SLP) X Fall Protection and Prevention (FP&P) Plan X Rescue and Evacuation Plan X

DIVISION 3 - CONCRETE

03300 CAST IN PLACE CONCRETE X X X X

DIVISION 16 - ELECTRICAL

16 10 0 ELECTRICAL WORK X X X X

1 620 0 UNDERGROUND CABLES X X

DIVISION 2 -SITEWORK

31 30 00 E, B & C FOR STRUCTURES X

31 30 20 E, B & C FOR UTILITIES X

SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/15

PART 1 GENERAL

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 A10.44(2014) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSE/SAFE Z359.0(2012) Definitions and Nomenclature Used for Fall Protection and Fall Arrest

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

ASSE/SAFE Z359.11(2014) Safety Requirements for Full Body Harnesses

ASSE/SAFE Z359.12(2009) Connecting Components for Personal Fall Arrest Systems

ASSE/SAFE Z359.13(2013) Personal Energy Absorbers and Energy Absorbing Lanyards

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

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

ASSE/SAFE Z359.2(2007) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSE/SAFE Z359.3(2007) Safety Requirements for Positioning and Travel Restraint Systems

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

ASSE/SAFE Z359.6(2009) Specifications and Design Requirements for Active Fall Protection Systems

ASSE/SAFE Z359.7(2011) Qualification and Verification Testing of Fall Protection Products

ASSE/SAFE Z490.1(2009) Criteria for Accepted Practices in Safety, Health, and Environmental Training

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ASME INTERNATIONAL (ASME)

ASME B30.20(2013; INT Oct 2010 - May 2012) Below-the-Hook Lifting Devices

ASME B30.22(2010) Articulating Boom Cranes

ASME B30.26(2015; INT Jun 2010 - Jun 2014) Rigging Hardware

ASME B30.3(2012) Tower Cranes

ASME B30.5(2014) Mobile and Locomotive Cranes

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

ASME B30.9(2014; INT Feb 2011 - Nov 2013) Slings

ASTM INTERNATIONAL (ASTM)

ASTM F855(2015) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048(2003) Guide for Protective Grounding of Power Lines

IEEE C2(2012; Errata 2012; INT 1-4 2012; INT 5-7 2013; INT 8-10 2014; INT 11 2015) National Electrical Safety Code

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION (NASA)

NASA NPR 8621.1(2006b; Change 7) NASA Procedural Requirements for Mishap and Close Call Reporting, Investigating, and Recordkeeping

NASA NPR 8715.3(2008c; Change 9) NASA General Safety Program Requirements

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA Z535.2(2011) Environmental and Facility Safety Signs

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

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NFPA 70(2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

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)

29 CFR 1910Occupational Safety and Health Standards

29 CFR 1910.146Permit-required Confined Spaces

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

29 CFR 1910.333Selection and Use of Work Practices

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

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

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400Cranes and Derricks in Construction

29 CFR 1926.16Rules of Construction

29 CFR 1926.450 Scaffolds

29 CFR 1926.500 Fall Protection

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

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

DEFINITIONS

Competent Person (CP)

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

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Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910.146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

Competent Person, Excavation/Trenching

A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1- 1 Appendix Q and in accordance with ASSE/SAFE Z359.0, who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

Competent Person, Scaffolding

The CP, Scaffolding is a person meeting the competent person requirements in EM 385-1-1 Appendix Q, and designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the scaffolding program. The CP for Scaffolding has enough training, knowledge and experience in scaffolding to correctly identify, evaluate and address existing and potential hazards and also has the authority to take prompt corrective measures with regard to these hazards. CP qualifications must be documented and include experience on the specific scaffolding systems/types being used, assessment of the base material that the scaffold will be erected upon, load calculations for materials and personnel, and erection and dismantling. The CP for scaffolding must have a documented, minimum of 8-hours of scaffold training to include training on the specific type of scaffold being used (e.g. mast-climbing, adjustable, tubular frame), in accordance with EM 385-1-1 Section 22.B.02.

Competent Person (CP) Trainer

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A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent Persons. A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer must be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.

High Risk Activities

High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.

High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).

Medical Treatment

Medical Treatment is 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.

Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).

Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (i.e. ground or rail), the load's rigging path, the lift and rigging procedure.

Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

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Qualified Person, Fall Protection (QP for FP)

A QP for FP is a person meeting the requirements of EM 385-1-1 Appendix Q, and ASSE/SAFE Z359.0, with a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, and evaluating and specifying fall protection and rescue systems.

Recordable Injuries or Illnesses

Recordable Injuries or Illnesses are any work-related injury or illness that results in:

a. Death, regardless of the time between the injury and death, or the length of the illness;

b. Days away from work (any time lost after day of injury/illness onset);

c. Restricted work;

d. Transfer to another job;

e. Medical treatment beyond first aid;

f. Loss of consciousness; or

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

USACE Property and Equipment

Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.

Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap

A LHE accident occurs when any one or more of the eight elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment; two-blocking;

overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, or roll over). Document any mishap that meets the criteria described in the Contractor Significant Incident Report (CSIR) using the NAVFAC prescribed Navy Crane Center (NCC) form using the Crane High Hazard working group mishap reporting form.

SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only. When used, a

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designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

SD-06 Test Reports

Monthly Exposure Reports

Notifications and Reports

Accident Reports; G

LHE Inspection Reports

SD-07 Certificates

Contractor Safety Self-Evaluation Checklist

Crane Operators/Riggers

Standard Lift Plan; G

Activity Hazard Analysis (AHA)

Confined Space Entry Permit

Hot Work Permit

Certificate of Compliance

License Certificates

Machinery & Mechanized Equipment Certification Form

MONTHLY EXPOSURE REPORTS

Provide a Monthly Exposure Report and attach to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both Prime and subcontractor.

Failure to submit the report may result in retention of up to 10 percent of the voucher.

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CONTRACTOR SAFETY SELF-EVALUATION CHECKLIST

Contracting Officer will provide a "Contractor Safety Self-Evaluation checklist" to the Contractor at the pre-construction conference. Complete the checklist monthly and submit with each request for payment voucher. An acceptable score of 90 or greater is required. Failure to submit the completed safety self-evaluation checklist or achieve a score of at least 90 may result in retention of up to 10 percent of the voucher.

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 following 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.

Subcontractor Safety Requirements

For this contract, neither Contractor nor any subcontractor may enter into contract with any subcontractor that fails to meet the following requirements. The term subcontractor in this and the following paragraphs means any entity holding a contract with the Contractor or with a subcontractor at any tier.

Experience Modification Rate (EMR)

Subcontractors on this contract must have an effective EMR less than or equal to 1.10, as computed by the National Council on Compensation Insurance (NCCI) or if not available, as computed by the state agency's rating bureau in the state where the subcontractor is registered, when entering into a subcontract agreement with the Prime Contractor or a subcontractor at any tier.