Attach_04_20-B-0002_MunDrPh2_SOW_20200522.docx

SCOPE OF WORK

Current as of May 22, 2020

AQRC172008B

Bldg. 260: Replace Munitions Storage Igloo Doors – Phase II

1. CONTRACTOR RESPONSIBILITIES: Work consists of furnishing all labor, equipment, and materials necessary to perform all work listed in this Scope of Work (SOW). The Contractor shall submit to the Base Civil Engineer (BCE), for approval, all catalog cuts, drawings, or brochures of any materials to be used on this project. These submittals must be submitted within ten days of the Notice to Proceed. It is the contractor’s responsibility to ensure compliance with requirements briefed at the Pre-Construction meeting (i.e. Environmental, Safety, Fire Department, Security, etc.)

2. PROJECT DESCRIPTION: This project is for the 177th Fighter Wing, New Jersey Air National Guard located in Egg Harbor Township, NJ. Performance is within the Munitions Storage Area at the 177 FW. Buildings 260 is an above ground earthen berm covered munitions storage facility. Bldg. 260 was constructed in 1974. The building is divided into 12 storage cells containing 24 sets of exterior blast resistant steel double doors. The existing condition of these doors are beyond repair.

This project consists of the removal and replacement of Four (4) existing doors steel blast doors in building 260. Doors “A-1”; “B-1”; “S”; and “G” only are included in this project.

All work shall be in accordance with this Scope of Work and the Contract Drawing & Specifications dated May 15, 2018.

Project Phasing references in the drawings, specifically on sheet S-001, shall be dis-regarded. All Project Phasing shall be in accordance with (IAW) Item 2.6 below.

Doors A-1 & B-1 MUST be removed and re-installed during the same work period. These Munitions Areas may NOT be left un-secured overnight.

2.1. CLIN 0001: BASE BID – REMOVE & REPLACE DOORS S, A-1, & B-1

2.1.1. Removal & Disposal of existing Munition Door “S”

2.1.1.1. Remove one set of 10’ x 8’ type-3 explosion proof double doors identified as door number “S”.

2.1.1.2. Remove two sets of three (6 total) hinge attachments

2.1.1.3. Remove four 5/8” bolts per each of the six door hinges (24 total).

2.1.1.4. Remove two each type-3 explosion proof bolted door frames and seal strips

2.1.1.5. Remove all bolted head flashing

2.1.1.6. Aluminum Placard holders shall be removed for re-installation.

2.1.2. Removal & Disposal of Munition Doors “A-1” and “B-1”

2.1.2.1. Remove two sets of existing 10’ x 8’ type-1 explosion proof double doors identified as door numbers “A-1” and “B-1”.

2.1.2.2. Remove two sets of three (6 total) hinge attachments for each door set.

2.1.2.3. Remove four 1/2” bolts per each of the six door hinges (24 total) for each door set.

2.1.2.4. Remove two each type-1 explosion proof bolted door frames and seal strips for each door set.

2.1.2.5. Remove all bolted head flashing

2.1.2.6. Aluminum Placard holders shall be removed for re-installation.

2.1.3. Provide & Install new Munition Door “S”

2.1.3.1. Install one set of 10’ x 8’ type-1 explosion proof double doors

2.1.3.2. Install two sets of three (6 total) hinge attachments

2.1.3.3. Install four 1/2” bolts per each of the six door hinges (24 total).

2.1.3.4. Install two each type-3 explosion proof bolted door frames and seal strips

2.1.3.5. Install new head flashing

2.1.3.6. Provide one high security hasps per door. Hasps shall be compatible with government furnished locks

2.1.3.7. Existing embedded steel angles to remain shall be ground clean; rust sealed; & painted in accordance Specification 09 9113 Exterior Painting.

2.1.3.8. Three aluminum placard holders shall be re-installed on the on the new door set.

2.1.4. Provide & Install of Munition Doors “A-1” and “B-1”

2.1.4.1. Install two sets of 10’ x 8’ type-1 explosion proof double doors identified as door numbers “A-1” and “B-1”.

2.1.4.2. Install two sets of three (6 total) hinge attachments for each door set.

2.1.4.3. Install four 1/2” bolts per each of the six door hinges (24 total) for each door set.

2.1.4.4. Install two each type-1 explosion proof bolted door frames and seal strips for each door set.

2.1.4.5. Install all bolted head flashing for each door set.

2.1.4.6. Provide one high security hasps per door (2 total). Hasps shall be compatible with government furnished locks for each door set.

2.1.4.7. Existing embedded steel angles to remain shall be ground clean; rust sealed; & painted in accordance Specification 09 9113 Exterior Painting.

2.1.4.8. Aluminum placard holders shall be re-installed.

2.2. CLIN 0002: ADDITIVE BID ITEM (ABI) – REMOVE & REPLACE DOOR G

2.2.1. Removal and Disposal of existing Munition Doors “G”

2.2.1.1. Remove one set of 10’ x 8’ type-3 explosion proof double doors identified as door “G”.

2.2.1.2. Remove two sets of three (6 total) hinge attachments

2.2.1.3. Remove four 5/8” bolts per each of the six door hinges (24 total).

2.2.1.4. Remove two each type-3 explosion proof bolted door frames and seal strips

2.2.1.5. Remove all bolted head flashing

2.2.2. Provide & Install new Munition Door “G”

2.2.2.1. Install one set of 10’ x 8’ type-1 explosion proof double doors

2.2.2.2. Install two sets of three (6 total) hinge attachments

2.2.2.3. Install four 1/2” bolts per each of the six door hinges (24 total).

2.2.2.4. Install two each type-3 explosion proof bolted door frames and seal strips

2.2.2.5. Install new head flashing

2.2.2.6. Provide one high security hasps per door (2 total). Hasps shall be compatible with government furnished locks

2.2.2.7. Existing embedded steel angles to remain shall be ground clean; rust sealed; & painted in accordance Specification 09 9113 Exterior Painting.

2.2.2.8. Three aluminum placard holders shall be re-installed on the on the new door set.

2.3. CLIN 0003: eCMRA

2.3.1. The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract at the secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2018. Contractors may direct questions to the help desk at http://www.ecmra.mil

2.4. PROJECT MANAGEMENT & SITE SUPERINTENDANT (ref: FAR 52.236-6)

2.4.1. The contractor shall be required to provide a dedicated Site Superintendent through completion of the project. The Site Superintendent MUST be on site at all times during active construction activities.

2.4.2. Project Manager, Quality Control and Superintendent Positions are considered key positions. These positions SHALL NOT be subcontracted below the Prime Contractor.

2.5. SECURE AREA

2.5.1. All work on the project is with-in a limited access Secure Area. Contractor will be escorted to site at the beginning of the work day, 7:00am, and escorted off site at the end of the work day, 3:30 pm. Contractor will be escorted at all times they are on site by a Government Employee.

2.5.2. Sanitary Facilities: Contractor shall provide their own sanitary facilities (port-a-john toilets, wash stations…) for the duration of the project

2.5.3. Site Office Trailer / Storage: Government facilities are NOT available for administrative use, break areas or secure storage.

2.5.3.1. Contractor shall provide such facilities as he deems required for completion of the project

2.5.3.2. Utilities (water, natural gas, electric, comm…) are NOT available in the vicinity of the project area. Contractor shall provide for his own utilities, i.e. generator & water tanks. Propane tanks are NOT allowed.

2.6. PHASING

2.6.1. All phasing outlined in the project construction drawings shall be disregarded. Contractor will complete phasing according to the project SOW.

2.6.2. This is a Three (3) Phase Project. Allow a minimum of one business day to transition to the next phase after Final Acceptance.

2.6.2.1. Phase 1a includes all on site work associated with door S

2.6.2.2. Phase 1b includes all on site work associated with door G, ABI if Awarded

2.6.2.3. Phase 2 includes all on site work associated with door A-1

2.6.2.3.1. Door A-1 MUST be removed and re-installed during the same work period. This Munitions Bay may NOT be left un-secured overnight.

2.6.2.4. Phase 3 includes all on site work associated with door B-1

2.6.2.4.1. Door B-1 MUST be removed and re-installed during the same work period. This Munitions Bay may NOT be left un-secured overnight

2.6.3. Final Acceptance & Inspection of each Phase MUST take place for clearance to proceed to the next Phase. Laydown for equipment and supplies will be in the general vicinity where work is currently being performed. Final Acceptance for each Phase includes resolution of all Punchlist & Warranty items.

2.6.4. Contractor MUST provide a CPM Project Schedule prior to mobilizing. CPM schedule MUST be approved by the Government 2 weeks prior to mobilizing. CPM shall clearly depict the duration of work and dates for each Phase.

2.7. COMPLETE USEABLE SYSTEM

2.7.1. This scope of work is for a complete useable system. All components not specifically shown, detailed, or discussed but essential in whole or in part, and required for the intended operation of the system shall be included in the offerors proposal as if specifically shown. In the event of any discrepancy or question, the offeror shall bring it to Contracting Officer prior to submitting their proposal.

2.8. ADMINSITRATIVE

2.8.1. Bi-weekly Progress Meetings: Meetings will be held in-person at the 177th Fighter Wing unless teleconference is approved by Contracting Officer in advance.

2.8.2. Progress Report – AF 3065: Contractor shall provide material and labor cost breakdowns on Air Force Form 3065 two days prior to each bi-weekly progress meetings.

2.8.3. Material Submittal Log / Register: Contractor is responsible for submitting all material on the Material Submittal Log to the Government for Approval on an AF Form 3000 (see below) prior to fabricating, procuring or installing any equipment on the project.

2.8.3.1. Material Submittals required are described in each Specification section under “Submittals”

2.8.3.2. Material Submittals – AF 3000: Contractor shall provide Material Submittals to the Government for Approval prior to procuring and installing any material or equipment on Air Force Form 3000.

2.8.4. CPM Schedule: Contractor shall provide CPM Construction Schedule and submittal register within 10 days of receiving the NTP. Minimum Work Breakdown Structure on the CPM shall include start, completion dates, phasing, & critical milestones. ref: FAR 52.236-15.

2.8.4.1. CPM must be Approved by the Contracting Officer prior to Mobilizing to site.

2.8.4.2. Construction Schedule will be reviewed at each bi-weekly progress meeting.

2.8.5. All e-mail correspondence will contain the project number “AQRC172008B” and be sent to the following e-mail address: usaf.nj.177-fw.mbx.ces-construction@mail.mil.

2.9. NOTE

2.9.1. All quantities listed in this Solicitation are for planning purposes only. Contractor is responsible for verifying all quantities and using his own measurements for proposal purposes.

3. APPLICABLE CODES AND STANDARDS: Applicable Codes and Standards shall include, but not be limited to, all pertinent requirements of the following organizations most current standards:

3.1. API – American Petroleum Institute

3.2. NFPA – National Fire Protection Association

3.3. UL – Underwriters Laboratory, Inc.

3.4. ASTM – American Society for Testing and Materials

3.5. ACI – American Concrete Institute

3.6. ANSI – American National Standard Institute

3.7. AIEE – American Institute of Electrical Engineers

3.8. ASME – American Society of Mechanical Engineers

3.9. CRSI – Concrete Reinforcing Steel Institute

3.10. IPCEA – Insulated Power Cable Engineers Association

3.11. NBS – National Bureau of Standards

3.12. IEEE – Institute of Electrical and Electronic Engineers, Inc.

3.13. NEC – National Electric Code

3.14. NBFU – National Bureau of Fire Underwriters

3.15. NEMA – National Electric Manufacturers Association

3.16. OSHA – Occupational Safety and Health Administration

3.17. NAPHCC – National Association of Plumbing – Heating – Cooling Contractors

3.18. National Standard Plumbing Code

3.19. ARI – Air Conditioning and Refrigeration Institute

3.20. ASHRAE – American Society of Heating, Refrigeration and Air-Conditioning Engineers

3.21. AMCA – Air Movement and Control Association

3.22. NRCA – National Roofing Contractors Association

3.23. NJDOT – Standard Specifications for Road and Bridge Construction – New Jersey Department of Transportation

4. TRASH DISPOSAL: It is the Contractor’s responsibility to dispose of all trash and debris incurred during project construction, off base at an authorized disposal site in accordance with local, state and federal requirements.

5. WORK WEEK AND HOURS OF OPERATION: BCE workweek is Monday through Friday, 0700 to 1530. The Contractor must make arrangements in advance to work outside of normal duty hours.

6. RESTRICTED AREAS: There are numerous areas that are restricted and access to these areas must be coordinated through the BCE Office. The Contractor shall coordinate, three days in advance, for arrangements required to work in these areas. Contactors working in restricted areas shall be required to provide the BCE with a list of names and social security numbers for all personnel expected to work in these areas.

7. MEASUREMENT VERIFICATION: It shall be the Contractors responsibility to verify all measurements, sketches, and descriptions of work for the project.

8. PROJECT DURATION: Duration of this project is 300 calendar days after Contractor's receipt of the Notice to Proceed. The completion time includes inspections and final clean-up of the premises.

9. ENVIROMENTAL IMPACT: Under NO CIRCUMSTANCES shall any waste materials, cleaning fluids, solvents, paints, etc. be poured into the base storm drains, sewer/septic systems, or discharged onto the ground. Contractor shall adhere to all Federal, State and Local Regulations. All materials on the job will be accompanied by a MSDS (Material Safety Data Sheet). All containers shall be marked clearly and legibly as to the contents inside. All containers shall have lids firmly affixed. All collections of waste will be disposed of properly following IAW State and Federal Regulations to include proper manifesting. Provide the Base Engineer with quantities of recyclable materials discarded such as metals, concrete, etc.

10. SAFETY REQUIREMENTS: The Contractor shall abide by all State, Local, and OSHA safety requirements relevant to the items described in this SOW. If the Contractor is found to be in violation of any applicable safety regulations on the job site, the Government representative shall stop all work until the unsafe practice has been ceased and corrected.

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11. ATOPSEC: Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

11.1. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

12. FINAL ACCEPTANCE / COMPLETION OF PROJECT: When the job is completed, the Contractor must notify the BCE and make arrangements for a final inspection.

The project WILL NOT be accepted by the Government until:

12.1.1. 1 hard copy & 1 full Digital of all Operations and Maintenance manuals have been received by and reviewed by the government. Digital copies shall be pdf format.

12.1.2. The Government has received and reviewed all manufactures warranty paperwork.

12.1.3. The site is returned to original or better condition according to applicable codes and standards.

Printed on: Friday, May 22, 2020 @ 09:27