1196_NASA WALLOPS BREAKWATER_SPECS.pdf

US Army Corps of Engineers Norfolk District

Wallops Shoreline Stabilization Project

Breakwater Construction

WALLOPS FLIGHT FACILITY

Accomack County, VA

Specifications

100% Design Submittal

(NOT FOR CONSTRUCTION)

January 2026

Prepared By:

United States Army Corps of Engineers

Norfolk District

Engineering Division

Design Branch

803 Front Street

Norfolk, VA 23510

DRAFT

NOT FOR CONSTRUCTION

Wallops Shoreline Stabilization Project (FY23)

100% Design Submittal

Specifications

Breakwater Construction

Blank Page

WALLOPS - BREAKWATERS 100% SUBMITTAL - ITR

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 55 02/16 SOIL BORING DATA

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00 11/20, CHG 4: 08/24 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 08/23 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 30 04/25 MUNITIONS AND EXPLOSIVES OF CONCERN

(MEC) CONSTRUCTION SUPPORT, LOW

PROBABILITY SITE

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 30 08/18 ENVIRONMENTAL PERMIT WORK REQUIREMENTS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.40 11/24 STONE REVETMENTS

35 42 35 11/17 POLYMERIC MARINE FILTER MATTRESS

Appendix A - Geotechnical Exploration Report Appendix B - Probability Assessment for Munitions and Explosives of Concern

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 00 55

SOIL BORING DATA

02/16

PART 1 GENERAL

1.1 Soil Classification

The soil was visually classified in the field according to the "Unified Soil Classification System" and described utilizing ASTM D 2488 Standard Practice for Description and Identification of Soils (Visual-Manual Procedure). While it is believed that borings accurately indicate subsurface conditions for boring locations on the date taken, the Government assumes no responsibility for actual conditions which may be encountered in execution of Contract. Should the Contractor rely, for any purpose, upon the accuracy or completeness of said borings, or log thereof, he does so at his own risk. The geotechnical report, including soil boring drilling logs and data, is shown at the end of the specifications as Appendix A: Geotechnical Report. All samples contained in Appendix A: Geotechnical Report were obtained on various dates as designated on the respective boring. All Geotechnical analysis data is available for review at Norfolk District, 803 Front Street, Norfolk, VA 23510 (Attention: Jennifer Spitz, telephone 757-201-7098).

1.2 Sampling Method

There were a total of five (5) soil borings with Standard Penetration Tests (SPT), seven (7) Cone Penetrometer Tests (CPT), and eight (8) Dilatometer test soundings (DMT). All SPT, CPT, and DMT tests were taken at a depth of 70 feet below the seafloor. All boring samples were performed in accordance with ASTM D 1586 Standard Test Method for Standard Penetration Test (SPT).

1.3 Soil Consistency Determination

Estimated consistencies (med. stiff, soft, etc.) are from Terzaghi & Peck "Soil Mechanics in Engineering Practice".

1.4 Boring Elevations and Locations

All boring elevations and locations are approximated.

1.5 Abbreviations (if applicable)

BOH Bottom of Hole moist moisture bot bottom MP medium plasticity brk broken mrb marbled brwn brown mst moist cly clayey NP nonplastic const consistency OD Outside diameter crs, c coarse org organic dk dark PI Plastic Index dns dense PL Plastic Limit fn, f fine sam sample frac fracture sat saturated frag fragments (fragmented) sft soft

SECTION 01 00 55 Page 1 grn green slt slight(ly) gry gray sly silty HP high plasticity sm some hrd hard sta station hrs hours tr trace len lense v very lit little v.f. very fine LL Liquid Limit w moisture content

LP Low Plasticity w/ with lt light wd weathered med, m medium & and mica micaceous %200 Minus No. 200 Sieve

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 00 55 Page 2

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Digging Permits

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes breakwater construction at Priority Area 1 and 3 using marine mattresses, core stone, and armor stone.

1.2.2 Location

The work is located at the NASA Wallops Flight Facility, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) and launch sites near the project site will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

When work is occurring on NASA property obtain digging permits from NASA prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities. NASA will be responsible for marking utilities the first time upon dig request from Contractor and

SECTION 01 11 00 Page 1 at no cost to the Contractor. Once utilities are marked, Contractor will then be responsible for maintaining markings for the duration of the project.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), 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, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, 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.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer and NASA POC at least 10 days prior to starting excavation work.

1.6 MATERIAL AND EQUIPMENT

The Government will not furnish any material and/or equipment for installation by the Contractor.

1.6.1 Deliveries

Notify the COR at least 7 calendar days in advance of the date on which the materials and equipment are to be delivered. Notification to NASA is not required. Deliveries can be delivered straight to the project site and unbadged delivery drivers can be escorted on base past the island gate by long-term badged employees of the contractor. Contractor Escorts must stay within eyesight of the delivery driver/vehicle until they leave the base.

1.7 OTHER SERVICES

Electrical services can be provided to the Contractor upon request to the COR from NASA. No other services, such as water, sewer, telecommunication, etc., will be provided and will be the responsibility of the Contractor, if needed. See 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for additional details.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Salvage material and equipment are not anticipated for the project.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

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.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Radio and Laser Equipment ; G, RO

List Of Contact Personnel ; G, RO

Additional Laydown Areas Plan ; G, RO

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey environmental regulations and activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

SECTION 01 14 00 Page 1

1.3.1.2 No Smoking Policy

Smoking is prohibited within 25 feet of any entrance to any building.

This includes the use of electronic cigarettes and vaping. Fueling areas shall be areas off limits to smoking. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Unless directed otherwise, the Contractor may perform work 24 hours a day, 7 days a week (except for Government holidays per Federal Law) although normal NASA operations working hours are Monday through Friday, from 7:00 a.m. to 5:00 p.m. Badging Office hours are 7:00 am to 3:00 pm on weekdays only (excluding Holidays).

1.3.3 Work Outside Regular Hours

The Contractor shall notify the COR and NASA POC at least two days in advance for any work outside regular hours. Blanket after-hours requests will be entertained. In rare instances where weather (snow, flooding) may impact safe travel in the base, the base may close to non-essential employees until conditions are deemed safe.

Should the Contractor need to suspend work at any time before the contract is complete, the Contractor shall notify the COR and shall not again resume work without notifying the COR in advance.

1.3.3.1 After Hours Notifications

For non-emergencies after normal NASA operation working hours, contractual question are to be directed to 1) COR, 2) NASA's PM - John Saecker at 757-824-1695, or 3) a designated contact.

For emergencies after hours, contact 911 or 757-824-1333

For all other emergencies (hot work permits, etc.) contact Dispatch at 757-824-1300

1.3.4 Exclusionary Period

Goddard Space Flight Center/Wallops Flight Facility (GSFC/WFF) operates an active rocket launch range on Wallops Island and the Main Base Tracking and Data Operations throughout the facility. These launches will be handled and coordinated with the Contractor once known. Upon notification by the COR, the Contractor shall be responsible for keeping its employees out of launch, radio frequency, and aircraft operating hazards zones during operational activities. This may include shutting down or restricting all material placement and grading activities to avoid interruption of critical tracking operations. The Contractor shall be aware of the possibility of down time associated with the above and shall be paid for down time as it occurs.

1.3.5 Radio and Laser Equipment

All Contractor radio and laser equipment shall be reviewed and approved by the Frequency Utilization Manager prior to use on WFF. Allow 30 days for review and approval. Devices in "receive" only mode, and only used in

SECTION 01 14 00 Page 2 receive only mode while not emitting radio frequency, may but are not guaranteed to bypass this process. The Contractor shall also be required to halt beach placement activities that have the potential of interrupting range instrumentation systems during critical operations, both on the Main Base and Wallops Island.

Activities involving radio equipment offshore or off NASA property does not require review or approval for use.

1.3.6 Occupied Buildings

NASA buildings and launch/operations sites adjacent to the project site are occupied during the performance of work under this contract. No buildings will be available for use by the Contractor, however the NASA POC may be able to schedule buildings and specific rooms for high-level meetings required for the execution of the contract. Contractor shall not enter buildings at Wallops Flight Facility unless for purposes of a meeting that has been scheduled by the COR and the NASA POC. Contractor shall coordinate with the COR if needed.

1.3.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and other public or private utilities are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

NASA Wallops Flight Facility is a secured facility with controlled access.

All contractor functions on the island should relate to the contract only.

Badging is required to access the facility and can be in the form of long or short term badging. If a worker plans on being on the base for no more than 30 days in a 365 day period, a short term badge can be issued per occasion. If a worker plans on being on the base for longer than 30 days in a 365 day period, then a long-term badge will be required. All short and long-term badging requests shall be submitted to the NASA POC, with short term badging requests being required at a minimum of 7 days prior to entrance to the base. Long term badging will require completion of a LIST form and typically take 14 days to process.

Foreign Nationals may work on the project, however their approval is not guaranteed and conditions may be applied specific to the applicant. In cases where a NASA escort is required for full-time monitoring, NASA can

SECTION 01 14 00 Page 3 not guarantee the availability of a government escort full-time on the job. Documentation must be current and up to date.

Exact location of project shown by on construction drawings and by COR.

Contract Clause FAR 52.204-2 Security Requirements and Alternate II apply.

1.5 ADDITIONAL LAYDOWN AREAS USAGE

Laydown and storage areas is noted on the construction drawings. Laydown areas are "as-is" and improvements to areas for purpose of this contract is the responsibility of the Contractor.

Additional laydown areas may be provided to the Contractor beyond what is shown within the construction drawings. Additional laydown areas will belong to NASA Wallops Flight Facility and will require additional coordinations. If additional laydown areas are to be given to the Contractor, the COR will coordinate the requirements with the Contractor.

The Contractor shall submit an Additional Laydown Areas Plan and required amendments for SWPPP for the COR and SWPPP governing authority for review and approval. Additional laydown areas will not be approved if they are within or adjacent to wetlands or protected species habitat.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 4

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 4: 08/24

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.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Scale Tickets ; G, RO

SD-07 Certificates

Weigh Scale Certification ; G, RO

1.3 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the

SECTION 01 20 00 Page 1

Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.4.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.5 PAYMENT FOR ONSITE AND OFFSITE MATERIALS

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

SECTION 01 20 00 Page 2

f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

1.6 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.6.1 Mobilization and Demobilization

1.6.1.1 Payment

All costs connected with the mobilization and demobilization of all of the Contractor's plant and equipment as defined below will be paid for at the contractor lump sum price for this item. Sixty percent (60%) of the lump sum price will be paid to the Contractor upon completion of mobilization at the work site. The remaining forty percent (40%) will be paid to the Contractor upon completion of demobilization. In the event the Contracting Officer considers that the amount in this item, sixty percent which represents mobilization and forty percent which represents demobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer, at the completion of mobilization, and actual demobilization costs, as determined by the Contracting Officer, at the completion of demobilization. The determination of the Contracting Officer is not subject to appeal.

Mobilization

Mobilization shall include all costs for operations accomplished prior to commencement of actual construction of breakwater access, marine mattresses, and breakwaters. This shall include transfer of trucks, bulldozers, cranes and other like equipment and machinery associated with the breakwater construction, preparation of the Contractor's staging area and any long term staging area(s) used for off beach equipment and material storage, and any other associated work that is necessary in advance of the actual breakwater construction.

Demobilization

Demobilization shall include general preparation for transfer of all equipment and plant as described in Paragraph "Mobilization" above to

SECTION 01 20 00 Page 3 its home base, cleanup of the Contractor's long term staging area, and transfer of all equipment to its home base.

1.6.1.2 Unit of Measure

Unit of measure: job.

1.6.2 Access To Breakwaters

1.6.2.1 Payment

Payment will be made for the costs associated with creating the access way and/or corridor, from either land or sea, for construction of each breakwater. This shall include all costs for all mateiral and equipment used and will be paid for at the contractor lump sum price for this item

1.6.2.2 Unit of Measure

Unit of measure: job.

1.6.3 Access To Breakwaters - BID OPTION

1.6.3.1 Payment

Payment will be made for the costs associated with creating the access way and/or corridor, from either land or sea, for construction of each bid option breakwater. This shall include all costs for all mateiral and equipment used and will be paid for at the contractor lump sum price for this item

1.6.3.2 Unit of Measure

Unit of measure: job.

1.7 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.7.1 Marine Filter Mattress - Breakwater 1-2

1.7.1.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing and constructing the marine mattress (12" thickness) including VDOT #2 stone fill and geotextile fabric for Breakwater 1-2, as specified.

1.7.1.2 Measurement

Marine Mattress will be measured for payment per square yard of stone filled mattress.

SECTION 01 20 00 Page 4

1.7.1.3 Unit of Measure

Unit of measure: Square Yard

1.7.2 Armor Stone - Breakwater 1-2

1.7.2.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the imported of VDOT Type II armor stone for the construction of Breakwater 1-2, as specified.

1.7.2.2 Measurement

Imported Armor Stone (VDOT Type II) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload to the nearest 0.1 ton, and the final quantity of each truckload, barge and/or scow will be rounded to the nearest whole ton. All weight scale tickets shall be furnished to the Government. A copy of the Weigh Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Armor Stone shall be weighed in the presence of the Government representative.

1.7.2.3 Unit of Measure

Unit of Measure: Ton

1.7.3 Core Stone - Breakwater 1-2

1.7.3.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and for the construction of Breakwater 1-2, as specified.

1.7.3.2 Measurement

Core Stone (VDOT Class III) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload, barge, and/or scow to the nearest

0.1 ton, and the final quantity of each truckload, barge, and/or scow will be rounded to the nearest whole ton. All weigh scale tickets shall be furnished to the Government. A copy of the Weight Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Core Stone shall be weighed in the presence of the

SECTION 01 20 00 Page 5

Government representative.

1.7.3.3 Unit of Measure

Unit of measure: Ton

1.7.4 Marine Filter Mattress - Breakwater 3-2

1.7.4.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing and constructing the marine mattress (12" thickness) including VDOT #2 stone fill and geotextile fabric for Breakwater 3-2, as specified.

1.7.4.2 Measurement

Marine Mattress will be measured for payment per square yard of stone filled mattress.

1.7.4.3 Unit of Measure

Unit of measure: Square Yard

1.7.5 Armor Stone - Breakwater 3-2

1.7.5.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the imported of VDOT Type II armor stone for the construction of Breakwater 3-2, as specified.

1.7.5.2 Measurement

Imported Armor Stone (VDOT Type II) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload to the nearest 0.1 ton, and the final quantity of each truckload, barge and/or scow will be rounded to the nearest whole ton. All weight scale tickets shall be furnished to the Government. A copy of the Weigh Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Armor Stone shall be weighed in the presence of the Government representative.

1.7.5.3 Unit of Measure

Unit of Measure: Ton

SECTION 01 20 00 Page 6

1.7.6 Core Stone - Breakwater 3-2

1.7.6.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and for the construction of Breakwater 3-2, as specified.

1.7.6.2 Measurement

Core Stone (VDOT Class III) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload, barge, and/or scow to the nearest

0.1 ton, and the final quantity of each truckload, barge, and/or scow will be rounded to the nearest whole ton. All weigh scale tickets shall be furnished to the Government. A copy of the Weight Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Core Stone shall be weighed in the presence of the Government representative.

1.7.6.3 Unit of Measure

Unit of measure: Ton 1.7.7 Contracting Officer Directed Standby Time

1.7.7.1 Payment

Contracting Officer directed standby time calculated by the day (24 hours or 1 Day), including the contractor's costs for holding his equipment and crew on site for a period of 24 consecutive hours. During the contract period, the Government reserves the right to issue stand by orders to the Contractor, due to NASA's Rocket Launch Schedule for periods up to 24 hours at a cost and in a number as bid by the Contractor on the Bid Schedule Item for this requirement. NASA estimates implementing this standby time for approximately 10 rocket launches throughout the length of the contract. If the Contracting Officer directs that the Contractor be placed in a standby status, the Contractor shall cease all beach fill operations and secure his on beach plant and equipment. During this period the Contractor may be allowed to perform construction of the breakwaters from the barge, but will not be allowed to operate any plant on the beach depending where the launch takes place and regarding the area of impact.

1.7.7.2 Unit of Measure

Unit of measure: Day

1.7.8 Marine Filter Mattress - Breakwater 1-1 (BID OPTION)

1.7.8.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing and constructing the marine mattress (12" thickness) including VDOT #2 stone fill and geotextile fabric for

SECTION 01 20 00 Page 7

Breakwater 1-1, as specified.

1.7.8.2 Measurement

Marine Mattress will be measured for payment per square yard of stone filled mattress.

1.7.8.3 Unit of Measure

Unit of measure: Square Yard

1.7.9 Armor Stone - Breakwater 1-1 (BID OPTION)

1.7.9.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the imported of VDOT Type II armor stone for the construction of Breakwater 1-1, as specified.

1.7.9.2 Measurement

Imported Armor Stone (VDOT Type II) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload to the nearest 0.1 ton, and the final quantity of each truckload, barge and/or scow will be rounded to the nearest whole ton. All weight scale tickets shall be furnished to the Government. A copy of the Weigh Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Armor Stone shall be weighed in the presence of the Government representative.

1.7.9.3 Unit of Measure

Unit of Measure: Ton

1.7.10 Core Stone - Breakwater 1-1 (BID OPTION)

1.7.10.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and for the construction of Breakwater 1-1, as specified.

1.7.10.2 Measurement

Core Stone (VDOT Class III) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload, barge, and/or scow to the nearest

0.1 ton, and the final quantity of each truckload, barge, and/or scow will be rounded to the nearest whole ton. All weigh scale tickets shall be furnished to the Government. A copy of the Weight Scale Certification shall be furnished from the regulatory agency attesting to the scale's

SECTION 01 20 00 Page 8 accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Core Stone shall be weighed in the presence of the Government representative.

1.7.10.3 Unit of Measure

Unit of measure: Ton 1.7.11 Marine Filter Mattress - Breakwater 3-1 (BID

OPTION)

1.7.11.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing and constructing the marine mattress (12" thickness) including VDOT #2 stone fill and geotextile fabric for Breakwater 3-1, as specified.

1.7.11.2 Measurement

Marine Mattress will be measured for payment per square yard of stone filled mattress.

1.7.11.3 Unit of Measure

Unit of measure: Square Yard

1.7.12 Armor Stone - Breakwater 3-1 (BID OPTION)

1.7.12.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the imported of VDOT Type II armor stone for the construction of Breakwater 3-1, as specified.

1.7.12.2 Measurement

Imported Armor Stone (VDOT Type II) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload to the nearest 0.1 ton, and the final quantity of each truckload, barge and/or scow will be rounded to the nearest whole ton. All weight scale tickets shall be furnished to the Government. A copy of the Weigh Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Armor Stone shall be weighed in the presence of the Government representative.

SECTION 01 20 00 Page 9

1.7.12.3 Unit of Measure

Unit of Measure: Ton

1.7.13 Core Stone - Breakwater 3-1 (BID OPTION)

1.7.13.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and for the construction of Breakwater 3-1, as specified.

1.7.13.2 Measurement

Core Stone (VDOT Class III) (VDOT RBS) will be measured for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weighmaster provided for each truckload, barge, and/or scow to the nearest

0.1 ton, and the final quantity of each truckload, barge, and/or scow will be rounded to the nearest whole ton. All weigh scale tickets shall be furnished to the Government. A copy of the Weight Scale Certification shall be furnished from the regulatory agency attesting to the scale's accuracy. The Contracting Officer may elect to accept weighing imported armor stone on the project site. Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. The imported Core Stone shall be weighed in the presence of the Government representative.

1.7.13.3 Unit of Measure

Unit of measure: Ton 1.7.14 Contracting Officer Directed Standby Time

(BID OPTION)

1.7.14.1 Payment

Contracting Officer directed standby time during construction of Bid Option breakwaters, calculated by the day (24 hours or 1 Day), including the contractor's costs for holding his equipment and crew on site for a period of 24 consecutive hours. During the contract period, the Government reserves the right to issue stand by orders to the Contractor, due to NASA's Rocket Launch Schedule for periods up to 24 hours at a cost and in a number as bid by the Contractor on the Bid Schedule Item for this requirement. NASA estimates implementing this standby time for approximately 10 rocket launches throughout the length of the contract. If the Contracting Officer directs that the Contractor be placed in a standby status, the Contractor shall cease all beach fill operations and secure his on beach plant and equipment. During this period the Contractor may be allowed to perform construction of the breakwaters from the barge, but will not be allowed to operate any plant on the beach depending where the launch takes place and regarding the area of impact.

1.7.14.2 Unit of Measure

Unit of measure: Day

SECTION 01 20 00 Page 10

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 20 00 Page 11

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 3: 08/23

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names.

Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 1

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Virginia law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value

SECTION 01 30 00 Page 2 engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, DOR, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 PARTNERING

Contractor shall host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.8.1 Facilitated (Formal) Partnering

a. Within 35 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project team including both Contractor and Government personnel. All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Contractor.

b. Before the Facilitated (Formal) Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards) and have these items available at the Partnering session. Provide copies of any documents required for distribution to all attendees. Participants will bear their own costs for meals, lodging and transportation associated with Partnering .

c. The Initial Partnering Session must be a duration of one day and be held at a location off base as agreed to by the Contracting Officer.

Partnering session may take place concurrently with the Pre-Construction Meeting.

d. Facilitator must be experienced in conducting corporate Partnering sessions and must be a third-party independent facilitating consultant

- not an employee of the Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal.

e. An outcome of the Partnering session must be an escalation matrix agreed upon by both the Government and Contractor, which identifies key Government and Contractor decision makers by name and anticipated decision durations.

SECTION 01 30 00 Page 3

f. Host follow-on Partnering Sessions at three- to six-month intervals or more frequently if needed and lasting generally a half day or less.

Attendees need only be those required to resolve current issues. The same Facilitator used in the Initial Partnering session must lead the follow-on sessions unless an alternative is permitted by the Contractor Officer. All costs associated with follow-on Partnering sessions are the responsibility of the Contractor.

1.9 MOBILIZATION

Contractor shall mobilize to the jobsite within 60…