N4008021B9500.pdf

CODE

(Hour)

PAGE(S)

until 02:00 PM local time 12 May 2021

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A X B X C X D

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G F 82 - 117

118 - 119 H 120 rachel.olup@navy.mil

RATING PAGE OF PAGES

7. ISSUED BY

(Date)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)

Prescribed by GSA FAR (48 CFR) 53.214(c)

DO-C2 1 120

(If other than Item 7)

15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO

AND

ADDRESS

SIGN OFFER (Type or print)

OF

OFFEROR

AMENDMENT NO. DATE

15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

18. OFFER DATE

1. THIS CONTRACT IS A RATED ORDER

UNDER DPAS (15 CFR 700)

2. CONTRACT NO.

N40080 8. ADDRESS OFFER TO

See Item 7

9. Sealed offers in original and 1 copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and

Building 182 conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

RACHEL OLUP 540-653-3363

11. TABLE OF CONTENTS

SOLICITATION/ CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/ COSTS

X I CONTRACT CLAUSES

DESCRIPTION/ SPECS./ WORK STATEMENT

PACKAGING AND MARKING

3 - 14 15 - 16

J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

17 - 20

X K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA 22 X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) X M

L INSTRS., CONDS., AND NOTICES TO OFFERORS

EVALUATION FACTORS FOR AWARD

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause No. 52.232-8)

14. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments

AMENDMENT NO. DATE

to the SOLICITATION for offerors and related documents numbered and dated):

FACILITY

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period

SOLICITATION, OFFER AND AWARD

X

(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)

PART I - THE SCHEDULE

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

EMAIL:TEL: (Signature of Contracting Officer)

CODE CODE

B. TELEPHONE (Include area code) C. E-MAIL ADDRESS

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)

23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

PART IV - REPRESENTATIONS AND INSTRUCTIONS

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

23 - 81

PART II - CONTRACT CLAUSES

PUBLIC WORKS DEPARTMENT

SOUTH POTOMAC/FEAD

NSWC DAHLGREN

BLDG. 182

DAHLGREN VA 22448-5000

540-653-7451

FAX:

TEL:

FAX:

TEL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SOLICITATION

6. REQUISITION/PURCHASE NO.5. DATE ISSUED

14 Apr 2021

4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

N4008021B9500

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

1000 1 Each Building 370 and Other Buildings Demo

FFP

The base scope of this project is to completely demolish buildings/structures 370 (Rocket Laboratory), 370A (Magazine), 370B (Boiler House), 409 (Magazine/Weighing Room), 462 (Systems Integration Lab), and 1352 (Storage/Test Fixture Assembly Building) and restore sites. Project will consist of complete facility demolition, including the total removal of all foundations, removal and disposal of all utilities, site amenities, and associated site features.

Demolition will include the termination of all site utilities (water, power, telecommunications etc.). Hazardous material testing and containment will be performed at all sites prior to the start of demolition. Site restoration activities will include back filling, grading and seeding the disturbed sites.

FOB: Destination

NET AMT

Section C - Descriptions and Specifications

SECTION C - SOW

1. PROJECT DESCRIPTION:

a. The base scope of this project is to completely demolish buildings/structures 370 (Rocket Laboratory), 370A (Magazine), 370B (Boiler House), 409 (Magazine/Weighing Room), 462 (Systems Integration Lab), and 1352 (Storage/Test Fixture Assembly Building) and restore sites. Project will consist of complete facility demolition, including the total removal of all foundations, removal and disposal of all utilities, site amenities, and associated site features. Demolition will include the termination of all site utilities (water, power, telecommunications etc.). Hazardous material testing and containment will be performed at all sites prior to the start of demolition. Site restoration activities will include back filling, grading and seeding the disturbed sites.

b. Building Descriptions

The descriptions below for all facilities are brief. Please refer to attachment A for more detailed building descriptions.

a. Building 370 (Rocket Laboratory): Building 370 is an existing one-story building, with an attic, on a slab on grade. The building footprint is approxiately 2,200 square feet. This building acted as an explosive research facility. It houses multiple storage rooms and two toilet rooms. This building was built in 1944 as a rocket laboratory. There was an addition and renovation done to the building in 1991.

b. Building 370A (Magazine): Building 370A is an existing one-story building, on a slab on grade. The building footprint is approximately 175 square feet. This building acted as a magazine for the explosive research facility. It is a single room building. This building was built in 1944.

c. Building 370B (Boiler House): Building 370B is an existing one- story building, on a slab on grade. The building footprint is approximately 150 square feet. The building acted as a boiler house for the explosive research facility. The building was built in 1944.

d. Building 409 (Magazine/Weighing Room): Building 409 is an existing one- story structure comprised of two Quonset hut-like structures partially built into grade with a 6” concrete slab. The footprints of the two structures are approximately 195 square feet and 130 square feet. The structures have a concrete retaining wall at their faces and extending out perpendicular from the faces. This building acted as a magazine and weighing room for the explosive research facility. This building was built in 1948.

e. Building 462 (Systems Integration Lab): Building 462 is an existing one- story structure comprised of a Quonset hut-like structure with a 6” concrete slab. The footprint of the structure is approximately 1,365 square feet. The structure has a 6” concrete turn down foundation walls and a 2’-0” wide concrete steam trench.

This building acted as an Interior Ballistic Lab and later as a Weapons System Integration Lab. This building was built in 1949.

f. 1352 (Storage/Test Fixture Assembly Building): Building 1352 is an existing one-story building, on a slab on grade. The building footprint is approximately 150 square feet. This building acted as a RDT&E Storage Facility and Test Fixture Assembly Building. It is a single room building. This building was built in 1975.

c. Working Hours

All work is to take place at Naval Support Activity South Potomac (NSASP) Dahlgren, VA for Buildings 370, 370A, 370B, 409, 462 and 1352. Any work done during normal working hours shall be done in a manner with minimal disturbance to the buildings occupants. Normal working hours are defined as Monday – Friday 0700-1600. Any building escorts are to be provided by the end user.

d. Access and Passes

All Contractor employees, including subcontractors, subcontractors’ employees, suppliers, and suppliers’ employees are required to comply with the Installation Security Requirements regarding personnel, vehicle, and equipment security passes and access to the jobsite. Nothing in the contract is to be construed in any way to limit the authority of the Commanding Officer to prescribe new, or to enforce existing security regulations governing the admission or exclusion of persons or personnel and the conduct of persons while aboard the station, including but not limited to, the rights of search of all persons or vehicles aboard the station.

Coordinate with the Contracting Officer for specific security and access requirements.

a. Access to Buildings/Occupied Buildings: The Contractor may work in or around occupied buildings. The Contractor is responsible, via the Contracting Officer, to obtain access to the building and facilities and arrange for them to be opened and closed. Do not enter the building(s) without prior approval of the Contracting Officer.

Contract personnel will not be permitted in security-regulated buildings or areas unless cleared by the Security Officer. In addition, buildings located within operational areas of the station, must be given approval by Range Control and therefore, must work with the Contracting Officers Representative (COR) to arrange for access to these facilities.

b. Passes and Badges: Contractor employees and representatives performing work under this contract are required to be either United States citizens or documented legal residents (status verified by the prime contractor). All Contractor employees must obtain the required contractor employee and vehicle passes. Each employee is required to wear and display the Government issued badge over the front of outer clothing. Failure to obtain security and base access passes must not be a cause for contract performance time extension(s) or delays in performance of the contract.

The Contractor is required to immediately turn in all terminated employee’s badges to the issuing office.

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html. No fees are associated with obtaining a DBIDS credential. Participation in DBIDS is not mandatory, and Contractor personnel may apply for One- Day Passes at the Base Visitor Control Office to access the installation. Registration for DBIDS includes: Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer that provides personnel the purpose for access to the base Visitor Control Center representative.

• Present valid identification, such as a passport or Real ID Act-compliant state driver’s license.

• Provide completed SECNAV FORM 5512/1 to the base Visitor Control

Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html.

• Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

• Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to the work site.

1.1 Dig Permit Approval

The Contractor is required to obtain a dig permit prior to the start of any construction or demolition related activities on-site. In order to obtain the dig permit, the Contractor must first obtain Miss Utility Ticket for the project site(s), so outside utilities such as, Verizon telephone and Comcast cable can be marked by the service provider. Once the utility ticket is obtained and the service provider has marked the utilities, then the utility ticket is forwarded to the Contracting Officer’s Representative (COR), so that the COR can have base utilities personnel mark all Government Owned utilities. At the conclusion of the utility markings, a dig permit will be issued to the Contractor via the COR. The permit is good for two (2) weeks at a time and will be re-issued by the Government; however, once marked, the Contractor is now responsible for up-keeping the utility makings throughout the contract duration.

1.2 Hot Work Permit

Prior to performing any “Hot Work” (e.g. welding, cutting or torching) or operating other flame-producing/spark-producing devices, request a written permit from the Fire Division.

CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS

ISSUED. It is mandatory to have a designated FIRE WATCH for any “Hot Work” done on this activity.

The Fire Watch shall be trained in accordance with NFPA 51B and remain on-site as required after completion of the task or as specified on the hot work permit.

2. APPLICABLE CODES AND STANDARDS:

The design and construction shall be in accordance with the latest revision/edition of the following referenced codes and standards. The term "Latest Revision/Edition" is defined as the version as of the project award date.

1. International Mechanical Code (IMC)

2. International Building Code (IBC)

3. National Electrical Code (NEC)

4. International Plumbing Code (IPC)

5. Unified Facilities Guide Specifications (UFGS)

6. Unified Facilities Criteria (UFC)

7. ASHREA Standards

8. US Army Corps of Engineers Safety and Health Requirements Manual EM 385

3. Site Demolition Work:

a. Existing building utility connections, including water, power and communications shall be removed from the building/tower back to the nearest supplying manholes or transformers and water/sanitary sewer lines removed back to main lines and suitably plugged or capped at the removal limits.

b. Utility demolition and removal must be coordinated with on-site personnel for planned outages. Contractor personnel shall allow at least two weeks for outage request approvals prior to performing the work.

c. Existing sidewalks, pavements and other associated features will be completely removed. On the site visit, the Customer has decided to keep all existing pavement around the site to remain in-place.

d. Contractor shall install and maintain sediment and erosion control measures, such as, silt fence and storm water inlet protection prior to the start of site demolition work.

4. Building/Structure Demolition Work:

1. Demolish the structures to include the tower truss, porches, stairs and landings, walls, slab, footings and foundation.

2. Structures shall be demolished in a systematic manner, from the top of the structure to the ground.

Mechanical Work:

1. Remove all mechanical, plumbing, and fire protection systems and equipment completely, including but not limited to: air compressor units, exhaust fans, unit heaters, pumps, water heaters, air handling equipment, sprinkler system components, ductwork and diffusers, mechanical and plumbing piping, valves, control components, panels and wiring. Remove any existing, external, above-ground piping routing to facility and support structures.

2. Remove air conditioning, refrigeration, and other equipment containing refrigerants without releasing chlorofluorocarbon refrigerants to the atmosphere in accordance with the Clean Air Act Amendment of 1990. Recover all refrigerants prior to removing any air conditioning, refrigeration, and other equipment containing refrigerants and dispose of in accordance with Class I and Class II ODS as defined in Section 602 (a) and (b) of the Clean Air Act. Place recovered ODS in cylinders meeting AHRI Guidelines K suitable for type ODS (filled to no more than 80% capacity)and provide appropriate labeling and turn into the Navy as directed by the Contracting Officer.

Electrical Work:

1. Remove all electrical systems and equipment completely, including but not limited to: lighting, receptacles, disconnects, electrical wiring and conduit.

5. CONTRACTOR CLEANUP:

Contractor shall be responsible for and not limited to:

a. Providing necessary safety to protect any adjacent existing buildings, landscape ad associated features.

b. Cleaning up debris on project site at the end of each working day.

c. Properly dispose of removed materials and debris at completion of project.

d. Disposal of demolished material and equipment.

6. SITE RESTORATION:

Contractor shall be responsible for and not limited to:

a. After completion of the demolition, all disturbed areas shall be re-graded to restore natural drainage patterns and returned to open turf cover with topsoil or clean fill and seeding. The demolition site shall be compacted, graded and free from protrusions, demolition debris and abrupt edges.

b. Once seed is established and approval is given by the Environmental Department Representative, Contractor shall remove sediment and erosion control devices.

7. OTHER PROJECT REQUIREMENTS:

General Hazardous Component Abatement:

Reports, performed in 1990, identify that ACM are not present in the facility. A report for each of the following: asbestos, lead based paint, mercury, and PCBs will need to be performed to support this project. The General Contractor is required to hire, as a first tier subcontractor, a PQP to ensure compliance with the approved work plans and perform independent inspections, testing and verification of the hazardous components work including: asbestos, lead containing paint, mercury containing equipment, LLR components, PCBs, animal droppings, molds and spores.

During the site visit, it was discovered that asbestos tiles (9” x 9”) were discovered in Building 370, under the existing 12” x 12” VCT tiles. The 9” x 9” tiles also contain asbestos mastic/glue to adhere the tiles to the concrete floor. It was also noted that Building 370A (Boiler Room) has a below-grade fuel oil tank (500 Gallon) that needs to emptied, cleaned, removed and transported off-site. Additionally, the steam pipes both underground in the steam trench and aboveground going from Building 370A to Building 1352 could possibility have asbestos containing materials.

General Explosive Contamination Abatement:

Structures, in which explosive materials have been managed and/or stored, may contain explosive residues hidden within cracks, crevices, under flooring, in ventilation ducts, behind wall panels, etc.

Friction or impact from dismantling the structural components can present a potential detonation hazard that must be evaluated and addressed prior to dismantling/demolition operations. The decommissioning and demolition of an explosives- contaminated structure may present unobvious hazards requiring application of specialized knowledge and expertise as well as implementation of established regulatory safety programs. Consequently, the decommissioning and demolition of structures should be preceded by a comprehensive planning process and be conducted in accordance with both established and project-specific safety procedures. This process shall include a Safety and Environmental Hazard Review and Site Inspection, Work Plan Development, Obtain Permits, Gain Approval, Implementation of Work Plan, Test Debris and Soil for Reactivity/Toxicity.

Activities involving ammunition and explosives or their constituents or chemical warfare agents have additional requirements as specified in EM 385-1-97, Explosives Safety and Health Requirements Manual. If tests show no reactivity/toxicity in debris and soil, then maintain a complete written project report. Properly dispose of non-hazardous non-combustible materials. If tests show reactivity/toxicity in debris and soil, dispose of materials in accordance with applicable Hazardous Waste Regulations.

Structures Containing Blasting Agents: Decontamination of structures that have contained blasting agents composed of high percentages of water soluble, hygroscopic salts such as ammonium nitrate and fuels may be achieved by sweeping or other physical means. Water wash down usually results in the safe decontamination of this building category. In certain cases, collecting and treating the wash down water may be required.

Open burning is not recommended for this explosives contaminated building category. Structures Containing Black Powder and Pyrotechnic Mixtures: Decontamination of black powder and similar pyrotechnic mixtures may also be achieved by mechanical cleaning followed by water wash down.

However, due to the ease of ignition after drying, burning is recommended for this building category.

Structures Containing Other Explosive Chemicals and Compounds: Water insoluble molecular explosives such as nitroglycerin, tetryl, TNT, PETN, RDX, and HMX require special decontamination and dismantling procedures. These procedures may include sweeping and physical removal followed by steam cleaning of equipment and the use of solvents, such as acetone, or a desensitizing oil prior to the removal of threaded fittings. Trinitroresorcinol, lead styphnate, lead azide, mercury fulminate and other initiating explosives are quite sensitive to initiation by heat, impact and friction. These materials present the supplemental problem of residual metal contamination after the criteria of reactivity is eliminated. Structures that have contained these two groups of explosives require soil monitoring to assure complete, safe closure of the site. Bioremediation or ash and soil removal may be required. It is highly recommended that buildings used to manufacture or process any of these two groups of explosives be burned to eliminate possible hazards associated with reactive materials that may have accumulated in cracks, crevices or larger spaces within the floors and walls.

Unexploded Ordinance (UXO)/Munitions & Explosives of Concern (MEC) Monitoring & Clearance:

The project sites are located within the Range limits of NSA South Potomac Dahlgren and therefore, require UXO/MEC monitoring and clearance. The approved work plan and DB specifications will need to indicate the area to be monitored and include the pertinent conditions and constraints that will be imposed on the Construction Contractor. The project locations will require all of the site clearance and/or excavation work to be monitored by a qualified/certified UXO Technician and/or coordinated with a Government provided MEC Contractor via the NAVFAC KO.

8. Required Contractor Submittals:

a. Demolition Plan: Prepare a Demolition Plan and submit proposed demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal, separation and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

GENERAL NOTES:

1. Job site and field conditions shall be verified prior to beginning work. Plans herein are schematic in nature. The layout is based on the best available information. Existing conditions and field conditions shall be verified by the contractor.

2. Assume that all electrical wires to be capped and or removed are located underground.

3. ALL utilities and associated equipment are to be removed and sealed/capped.

4. Unless otherwise noted foundations and pavements are to be completely removed.

5. Buildings/Structures have been clearly listed and identified in documents. Any additional buildings shown in maps are for reference only.

BUILDING/STRUCTURE DETAILS For BUILDINGS 370, 370A, 370B, 409, 462 & 1352 Buildings 370, 370A, 370B, 409, 462 and 1352:

Building 370 (Rocket Laboratory):

CURRENT CONDITIONS

Building 370 is an existing one-story building, with an attic, on a slab on grade. The building footprint is approximately 2,200 square feet. This building acted as an explosive research facility. It houses multiple storage rooms and two toilet rooms. This building was built in 1944 as a rocket laboratory. There was an addition and renovation done to the building in 1991.

Substructure General:

1. The substructure consists of reinforced concrete spread footings and reinforced concrete grade beams, concrete foundation walls, and concrete masonry foundation walls.

Localized areas have firing pits that contain 3’-0” deep concrete emplacements.

Superstructure General:

1. The exterior walls primarily consist of 2x6 wood studs, at 16”o.c. with ½” exposed aggregate panels. The framing of this structure, for the most part, utilizes dimensional lumber. Some areas, including the firing pit areas, contain concrete walls. These concrete walls vary between 8” and 12” thick concrete.

2. The roof framing consists of both wood roof trusses in most areas and ceiling joists and rafters in other places. In addition, a 6” concrete roof slab is also utilized in the firing pit areas. Where roof trusses are utilized, they span from exterior wall to exterior wall.

Where ceiling joists and rafters are utilized, they span from exterior load bearing walls to interior load bearing walls. Wide flange steel beams and columns are utilized to support roof loads.

3. This structure shall be demolished in a systematic manner, from the top of the structure to the ground.

Interior General:

1. The interior construction and finishes at Building 370 reflects wood stud, gypsum board partitions, painted finishes, some concrete partitions, and gypsum board ceilings. Floor finishes include vinyl composition tile and exposed concrete.

Mechanical General:

1. Mechanical equipment includes but is not limited to: air compressor units, unit heaters, pumps, water heaters, air handling equipment, sprinkler system components, ductwork and diffusers, mechanical piping, plumbing piping, valves, control components, panels, and wiring.

Electrical General:

1. Electrical systems and equipment includes but is not limited to: pad-mounted transformers, switchboards, motor control centers, transfer switches, panel boards, transformers, lighting, receptacles, disconnects, electrical wiring and conduit, telecommunications devices, wiring, and backbone, security devices, wiring, and fire alarm panels, devices and wiring.

ADDITIONAL DETAILS:

The work to be performed includes but is not limited to:

1. Prior to any demolition activities the contractor shall install approximately 100 linear feet of construction and silt fence around each demolition site.

2. Assume that demolition includes the removal of at least 20 square yards of concrete pavement.

3. Assume that demolition includes the removal of at least 100 square yards of bituminous pavement.

Building 370A (Magazine) CURRENT

CONDITIONS

Building 370A is an existing one-story building, on a slab on grade. The building footprint is approximately 175 square feet. This building acted as a magazine for the explosive research facility. It is a single room building. This building was built in 1944.

Substructure General:

1. The substructure consists of reinforced concrete spread footings and concrete masonry foundation walls with a 6” slab on grade.

Superstructure General:

1. The exterior walls primarily consist of 8” concrete masonry units covered in stucco.

2. The roof framing consists of 2x6 wood ceiling joists and rafters.

Interior General:

1. The interior construction and finishes at Building 370A reflects concrete masonry unit partitions, and gypsum board ceilings. Floor finishes include exposed concrete.

Mechanical General:

1. Mechanical equipment includes but is not limited to: Exhaust Fans, unit heaters and wiring.

Electrical General:

1. Electrical systems and equipment includes but is not limited to: lighting, receptacles, disconnects, electrical wiring and conduit.

ADDITIONAL DETAILS:

The work to be performed includes but is not limited to:

1. Prior to any demolition activities the contractor shall install approximately 70 linear feet of construction and silt fence around each demolition site.

2. Assume that demolition includes the removal of at least 2 square yards of concrete pavement.

Building 370B (Boiler House) CURRENT

CONDITIONS:

Building 370B is an existing one- story building, on a slab on grade. The building footprint is approximately 150 square feet. The building acted as a boiler house for the explosive research facility. The building was built in 1944.

Substructure General:

The substructure consists of reinforced concrete spread footings and concrete masonry foundation walls with a 6” slab on grade.

Superstructure General:

1. The exterior walls primarily consist of 8” concrete masonry units covered in stucco.

2. The roof framing consists of 2x6 wood ceiling joists and rafters.

Interior General:

The interior construction and finishes at Building 370A reflects concrete masonry unit partitions, and gypsum board ceilings. Floor finishes include exposed concrete.

Mechanical General:

Mechanical equipment includes but is not limited to: Exhaust Fans, unit heaters and wiring.

Electrical General:

Electrical systems and equipment includes but is not limited to: lighting, receptacles,

1. Prior to any demolition activities the contractor shall install approximately 70 linear feet of construction and silt fence around each demolition site.

Building 409 (Magazine/Weighing Room)

CURRENT CONDITIONS

Building 409 is an existing one-story structure comprised of two Quonset hut-like structures partially built into grade with a 6” concrete slab. The footprints of the two structures are approximately 195 square feet and 130 square feet. The structures have a concrete retaining wall at their faces and extending out perpendicular from the faces. This building acted as a magazine and weighing room for the explosive research facility. This building was built in 1948.

Substructure General:

1. The substructure consists of reinforced concrete, 1’-6” wide by 2’-6” (minimum) turn- down footings with a 8” thick by 2’-0” (abv. slab and grade) concrete foundation walls with a 6” slab on grade.

2. The two structures have 8” reinforced concrete retaining walls.

Superstructure General:

1. These structures consist of “Armco Multi-plate Ready Magazines” ( Model #

MP10B2)

2. These structures shall be demolished in a systematic manner, from the top of the structure to the ground.

Interior General:

1. Floor finishes include a ¾” spark proof topping on concrete slab on grounded copper mesh.

Mechanical General:

1. Mechanical systems and equipment include but is not limited to: Exhaust Fans, unit heaters and wiring.

Electrical General:

1. Electrical systems and equipment includes but is not limited to: lighting, receptacles,

1. Prior to any demolition activities the contractor shall install approximately 150 linear feet of construction and silt fence around each demolition site.

2. Assume that demolition includes the removal of at least 50 square yards of concrete

Building 462 (Systems Integration Lab)

CURRENT CONDITIONS

Building 462 is an existing one-story structure comprised of a Quonset hut-like structure with a 6” concrete slab. The footprint of the structure is approximately 1,365 square feet. The structure has a 6” concrete turn down foundation walls and a 2’-0” wide concrete steam trench. This building acted as an Interior Ballistic Lab and later as a Weapons System Integration Lab. This building was built in 1949.

Substructure General:

1. The substructure consists of reinforced concrete, 6” wide by 2’-6” (minimum) turn-down footings with a 6” slab on grade.

2. The structure contains a 2’-0” wide concrete steam trench.

3. The structure contains (4) 9”x1’-8”x1’-2” high concrete piers that held high pressure equipment.

Superstructure General:

1. These structures consist of corrugated metal, with 1” insulation and Masonite with an approximate 10’ radius

2. These structures shall be demolished in a systematic manner, from the top of the structure to the ground.

Interior General:

1. Floor finishes include a linoleum tile deck on concrete slab.

Mechanical General:

Mechanical systems and equipment include but is not limited to: Exhaust Fans, unit heaters and wiring.

Electrical General:

1. Electrical systems and equipment includes but is not limited to: lighting, receptacles, disconnects, electrical wiring and conduit.

ADDITIONAL DETAILS:

The work to be performed includes but is not limited to:

1. Prior to any demolition activities the contractor shall install approximately 200 linear

2. Assume that demolition includes the removal of at least 20 square yards of concrete

Building 1352 (Storage/ Test Fixture Assembly Building)

CURRENT CONDITIONS

Building 1352 is an existing one-story building, on a slab on grade. The building footprint is approximately 150 square feet. This building acted as a RDT&E Storage Facility and Test Fixture Assembly Building. It is a single room building. This building was built in 1975.

Substructure General:

The substructure consists of reinforced concrete spread footings and concrete masonry foundation walls with a 6” slab on grade.

Superstructure General:

1. The exterior walls primarily consists of 8” concrete masonry units covered in stucco.

2. The roof is flat and the framing consists of 2x6 wood ceiling rafters.

Interior General:

The interior construction and finishes reflects concrete masonry unit partitions. Floor finished include exposed concrete.

Mechanical General:

Mechanical systems and equipment include but is not limited to: Exhaust Fans, unit heaters and wiring.

Electrical General:

Electrical systems and equipment includes but is not limited to: lighting, receptacles,

1. Prior to any demolition activities the contractor shall install approximately 200 linear

DESCRIPTIONS/SPECIFICATIONS

PROJECT TITLE: BUILDING 370 AND ASSOCIATED FACILITIES DEMOLITION, NAVAL SUPPORT

FACILITY, DAHLGREN VA.

This project requires the demolition of Building 370 and associated facilities and the restoration of sites in accordance with all Federal, State and local codes

NAICS CODE: 238910

THIS PROCUREMENT IS 100% SET ASIDE FOR SMALL BUSINESS FIRMS SERVICED BY SBA OFFICES

IN THE MARYLAND, WASHINGTON D.C. AND VIRGINIA REGIONS. THE GOVERNMENT WILL NOT

CONSIDER BIDDERS FROM OTHER THAN SMALL BUSINESS CONCERNS.

BIDDERS MUST EXECUTE BLOCK 14 THROUGH 20c ON REVERSE SEE INSTRUCTIONS TO

OFFERORS.

ESTIMATED COST RANGE BETWEEN $250,000 AND $500,000

A SITE VISIT IS SCHEDULED FOR 28 APRIL 2021 AT 9:00 AM. CONTRACTORS WILL MEET OUTSIDE

THE FRONT OF BUILDING 182, PUBLIC WORKS DEPARTMENT, NAVAL SUPPORT FACILITY,

DAHLGREN VA

Section D - Packaging and Marking

INSTRUCTIONS TO BIDDERS

INSTRUCTIONS TO BIDDERS

GENERAL INFORMATION

100% SET-ASIDE FOR SMALL BUSINESS CONCERNS.

The proposed contract is limited to qualifying Small Business firms serviced by firms in the Maryland, Washington D.C. and Virginia region. The Government will not consider bidders from firms other than Small Business concerns.

This is a total small business set-aside. Only local small business contractors may submit a quote. “Local” is defined as being served by any of the following three (3) SBA District Offices: DC, Richmond, VA, or Baltimore, MD.

Site Visit A Site Visit has been scheduled for 28 April 2021 at 0900. You are encouraged to attend but the site visit is NOT mandatory. Contractors are advised to meet at the front entrance of Building 182 at 0845 to sign-in and begin the site visit at 0900. Anyone planning to enter the base must either have a DBIDS badge for South Potomac, or must submit a Vetting Form and Expected Visitor’s form. If submitting the forms, both forms must be turned in to Fred Mills (fredric.mills@navy.mil) no later than COB 20 April 2021. Any forms submitted after this time will not be accepted and you will not have access to the base. The forms are attached to this solicitation announcement. Please ensure that you do not change the format for either form. Please allow ample time to pick up your visitor’s badge at the Pass and ID Office the morning of the site visit. Use Fred Mills, 540-653-7508 as your Government

POC.

Bids will be evaluated using Lowest Price. Bids are due by 12 May 2021. The cutoff date for submission of Request for Information is COB 03 May 2021.

INSTRUCTION TO BIDDERS

Proposal Submission Requirement:

Bids shall be submitted in sealed envelope or package and addressed to the office specified below, not later than the exact time set and date stated in Block 13 of the Standard Form 1442. Include the solicitation number, name, and address of the bidder on the outside of the sealed envelope or package.

NAVFAC Washington PWD South Potomac

FEAD

18329 Thompson Road, BLDG.182 Dahlgren, VA 22448 ATTN: Rachael Arguelles, 540-653-3363 Rm #109

SUBMISSION REQUIREMENTS

Bids shall include the following:

a. Completed Standard Form 33.

b. Completed Schedule of bid/prices. All unit price and estimated amount filled out.

c. Signed or other acknowledgement of all amendents.

d. Ensure completed Representations and Certifications are submitted in Systems for Award Management (SAM)

e. Bid Guarantee in accordance with FAR 52.228-1

f. Copy of Bid

• Bidders shall furnish unit prices and extended total for all items listed on the schedule of bid items. In the event there is a difference between the unit price and the extended total, the unit price will be the intended bid. In the event the unit price and extended total are omitted for any item, the bid will be deemed nonresponsive.

• Bidders using commercial carrier services shall ensure that the proposal is addressed and marked on the outermost envelope or wrapper as prescribed in the paragraph above.

• Bids may be mailed or hand carried. If the bid is mailed, it must be post marked before the date specified on Standard Form 1442.

g. Telegraphic and facsimile bids will not be considered.

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

1000 N/A N/A N/A Government

CLAUSES INCORPORATED BY REFERENCE

52.246-4 Inspection Of Services--Fixed Price AUG 1996

CLAUSES INCORPORATED BY FULL TEXT

5252.246-9305 Government Performance Assessment (OCT 2004)

In accordance with FAR 52.246-4, INSPECTION OF SERVICES - FIXED PRICE clause, Section E, each phase of services rendered under this contract is subject to Government inspection, during the Contractor’s operations and after completion of the tasks. The Government will employ a variety of inspection methods and frequencies in order to assess the degree to which all service deliverables conform to contract performance standards. The Government may vary these inspection methods/frequencies as dictated by actual performance status. The results of all inspections will be documented and submitted to the Government Performance Assessment Board for periodic review, as set forth in the Government’s Performance Assessment Plan.

The Government’s Performance Assessment Plan is not a substitute for Contractor quality control.

Government Performance Assessment Representatives will regularly assess deliverables for conformance to contract performance objectives and standards. If a performance inconsistency is apparent in the basic service deliverable (e.g., sightly appearance of improved grounds), inspection will then be focused on component elements of the deliverable (e.g., mowing, edging). For any non-conformances identified at this level, assessment may then include review of Contractor material representations (e.g., Quality Management System).

Performance assessments will be used as input into any Award Option and/or Award/Incentive Fee decisions, the performance documentation requirements of FAR 42.15, and to substantiate any findings of non-conforming services in accordance with FAR 52.246-4.

Government performance assessment will also address any risks associated with future service deliverables.

Current performance status, process outputs, trend data, and the material representations of the Contractor’s technical proposal will all be considered as necessary in determining the likelihood of achieving required performance outcomes for deliverables that are not yet completed.

In the event the Government performance assessment indicates a high risk of future non-conforming services outcomes, the Contractor will be required to take pre-emptive/corrective action. The Contractor may receive reduced/negative performance evaluations until such time as quality control is restored and performance risks are mitigated.

Any non-conforming deliverables will be identified during periodic performance assessment meetings, and form the basis for price reduction or other consideration in accordance with FAR 52.246-4. Any such adjustments will be processed by the Contracting Officer and result in a formal contract modification. (End of clause) 5252.248-1 Value Engineering (MAR 1989) (NAVFAC DEVIATION NOV 1998). As prescribed in 48.201, insert the following clause in solicitations and contracts for Base Operating Services (BOS).

VALUE ENGINEERING (MAR 1989) (NAVFAC DEVIATION NOV 1998)

(a) The Contractor is entitled, as prescribed in this clause, to share in cost savings resulting from the implementation of cost reduction projects, which are presented to the Government in the form of Cost Reduction Proposals (CRP) and approved by the Contracting Officer. These cost reduction projects may require changes to the terms, conditions or Section C, Performance Work Statement, of this contract. Any cost reduction projects must not change the essential function of any products to be delivered or the essential purpose of services to be provided under the contract.

(b) Definitions.

(1) Cost savings - as contemplated by this clause, means savings that result from instituting changes to this contract, as identified in an approved Cost Reduction Proposal.

(2) Cost Reduction Proposal (CRP) - For the purpose of this clause, a Cost Reduction Proposal means a proposal that achieves cost savings as described in this clause. These alternatives must result in a net reduction in the contract price to the Government. The proposal will include technical and cost information sufficient to enable the Contracting Officer to evaluate the CRP and approve or disapprove it.

(3) Contractor implementation costs - As used in this clause, contractor implementation costs shall mean those costs which the Contractor incurs on this contract in developing, preparing, submitting, and negotiating a CRP; as well as those costs the Contractor will incur to make any structural or organizational changes in order to implement an approved CRP.

(4) Government cost - As used in this clause, the term government costs means internal costs of the Government agency, which result directly from development, and implementation of the CRP. These may include, but are not limited to, costs associated with the administration of the contract or with such contractually related functions such as testing, operations, maintenance and logistics support. These costs also include costs associated with other Agency contracts (including changes in contract price or cost and fee) that may be affected as a result of the implementation of a CRP. They do not include the normal administrative costs of reviewing and processing the

CRP.

(c) General. The Contractor shall develop, prepare and submit CRPs with supporting information, as detailed in paragraph (e) and (f) of this clause to the Contracting Officer. The CRP will describe the proposed cost reduction activity in sufficient detail to enable the Contracting Officer to evaluate it and to approve or disapprove it. The Contractor shall share in any net cost savings realized from approved and implemented CRPs that reduce the price of this contract. The Contractor’s actual percentage share of the cost savings shall be a matter for negotiation with the Contracting Officer, but shall not, in any event, exceed 50% of the total net cost savings recognized by the Contracting Officer. The Contractor may propose changes in other activities that impact performance on its contract, including government and other contractor operations, if such changes will optimize cost savings. A Contractor shall not be entitled to share, however, in any cost savings that are internal to the Government, or which result from changes made to any contracts to which it is not a party even if those changes were proposed as a part of its CRP. Early communication between the Contractor and the Government is encouraged.

(d) Computation of cost savings. The cost savings to be shared between the Government and the Contractor will be computed by the Contracting Officer by comparing a current estimate to complete (ETC) for the covered contract, as structured before implementation of the proposed CRP, to a revised ETC which takes into account the implementation of that CRP. The cost savings to be shared shall be reduced by any cost overrun, whether experienced or projected, that is identified on this contract before implementation of the CRP. Although a CRP may result in cost savings that extend far into the future, the period in which the Contractor may share in those savings, will be limited to the remaining term of the contract. Implementation costs of the Contractor savings initiative must be considered and specifically identified in the revised ETC. The Contracting Officer shall offset Contractor cost savings by any increased costs (whether implementing or recurring) to the Government when computing the total cost savings to be shared. The Contractor shall not be entitled, under this clause, to share in any cost reductions to the contract that are the result of changes stemming from any action other than an approved CRP.

(e) Processing of Cost Saving Initiatives. There is an initial submittal, which shall include the following information, as applicable, in sufficient detail for the Government to determine the feasibility of further investigation of the initiative.

(1) Initiative title and description, including contract references (paragraph numbers), if appropriate; estimated total price; what the Contractor would provide; what the Government would provide; the duration of the agreement;

anticipated total revenues, expenses and net gains for the agreement period; pay back schedule; risk assessment;

percentage of distribution of revenues generated; drawings and maps of the affected areas and facilities; potential impacts to the Government; potential benefits; the impact to the BOSC, etc. Initiatives should minimize any adverse impact to operations and mission capability, legal requirements, and public health and safety.

(f) Supporting Information. As a minimum, the Contractor shall provide the following supporting information with each CRP:

(1) Identification of the current contract requirements or established procedures and/or organizational support, which are proposed to be changed.

(2) A description of the difference between the current process or procedure and the proposed change. This description shall address how proposed changes will meet the Government’s requirements and discuss the advantages and disadvantages of the existing practice and the proposed changes.

(3) A list of contract requirements, which must be revised, if any, if the CRP is approved, along with proposed revisions. Any changes to the Government contract management process should also be addressed.

(4) Detailed cost estimates, which reflect the implementation costs of the CRP.

(5) An updated ETC for the covered contract, unchanged and a revised ETC for the covered contract, which reflects changes resulting from implementing the CRP. If the CRP proposes changes to only a limited number of elements of the contract, the ETCs need only address those portions of the contract that have been impacted. Each ETC shall depict the level of costs incurred or to be incurred by year, or to the level of detail required by the Contracting Officer. If other CRPs have been proposed or approved on a contract, the impact of these CRPs must be addressed in the computation of the cost savings to ensure that the cost savings identified are attributable only to the CRP under consideration in the instant case.

(6) Identification of any other previous submissions of the CRP, including the dates submitted, the agencies and contracts involved, and the disposition of those submittals.

(g) Administration.

(1) Within 60 days of receipt, the Contracting Officer shall complete an initial evaluation of any proposed cost reduction plan to determine its feasibility. Failure of the Contracting Officer to provide a response within 60 days shall not be construed as approval of the CRP. The Government shall promptly notify the Contractor of the results of its initial evaluation and indicate what, if any, further action will be taken. If the Government determines that the proposed CRP has merit, it will open discussions with the Contractor to establish the cost savings to be recognized, the Contractor’s share of the cost savings, and a payment schedule. The Contractor shall continue to perform in accordance with the terms and conditions of the existing contract until a contract modification is executed by the

Contracting Officer. The modification shall constitute approval of the CRP, adjust the contract cost and/or price, establish the Contractor’s share of cost savings, and incorporate the agreed to payment schedule.

(2) The Contractor will receive payment by submitting invoices to the Contracting Officer for approval. The amount and timing of individual payments will be made in accordance with the schedule to be established with the Contracting Officer. Notwithstanding the overall savings recognized by the Contracting Officer as a result of an approved CRP, payment of any portion of the Contractor’s share of the savings shall not be made until the Government begins to realize a net cost savings on the contract (i.e.,…