Attachment 1 - Statement of Work (20210507).pdf

Statement of Work

TO REPLACE VEHICLE BARRIERS

Project: LXHY 13-1005 Kaena Point Satellite Tracking Station

7 May 2021

1. GENERAL: This Statement of Work forms the requirements to remove and replace three vehicle barriers: 1) at the Entry Control Point, Bldg. 1, 2) at Bldg. 2 on road C, and 3) on road B at the back entry point that will include bolstering and also 4), to install a new vehicle barrier with bollards on road B to Bldg. 39010 at the Kaena Point Satellite Tracking Station (KPSTS), Oahu, Hawaii. The Contractor shall furnish everything necessary to complete smoothly functioning systems. Current barriers do not meet the installation’s anti-terrorism and force protection requirements for positive vehicle control and site denial, placing Security Forces and other site personnel at risk: the Contractor shall implement all applicable specifications, regulations and construction standards to certify the safety and security of our personnel and critical DoD mission in these four barrier systems.

2. PROJECT OBJECTIVES: The Contractor shall furnish all labor, management, supervision, tools, materials, equipment, incidental engineering, and transportation, etc. (except otherwise specified herein) necessary to remove and/or install vehicle barrier systems at the four sites. The Contractor shall identify and comply with all applicable federal, state, and local statutes (e.g. FAR, AFARS, DoD/Air Force instructions, manuals, handbooks, regulations, guidance, policy letters, International Building Code (IBC), National Electric Code (NEC), the National Fire Protection Association (NFPA), Whole Building Design Guide UFC 4-022-03, etc.).

2.1. The Contractor shall plan activities to minimize effects on Mission operations, safety and security. The contractor shall coordinate all road closures, outages, or other mission/operations impacting the site with the Detachment 3, 21st Space Operations Squadron, Chief of Civil Engineering (21 SOPS Det 3/CE) prior to implementation. The Contractor shall be responsible for the transportation, receipt, unloading, storage, security and handling of all its equipment and materials at KPSTS.

2.2. The site is situated in a very hazardous ecosystem. Equipment shall be chosen, installed and warranted to withstand extreme corrosion, sun and weather conditions, all materials shall be highly rated (ASTM C876-15, ASTM G50-10(2015), IP65 enclosure standards, etc.) to meet the conditions. All materials and equipment shall be secured from winds and weather at the end of each work day. All materials, equipment and debris shall be stored in designated staging area(s), that is requested by the Contractor and approved by the 21 SOPS Det 3/CE to support this SOW, when not in use and removed upon job completion. Equipment that has the potential to leak, POLs shall be stored and operated (if feasible) over protective ground cover to prevent impacting stormwater. Absorbent pads and spill kit shall be provided by the Contractor and shall be stored on-site during operation of vehicles and machinery to facilitate cleanup of accidental POL releases.

2.3. Installed equipment shall be selected to operate at a high mean time between failure (MTBF) and, open or deploy dependably within a 10 second response time (if powered). (Hydraulics have had a high failure rate at this site.) The equipment must be easily serviced and have good replacement parts availability. Current apertures for traffic and other functionalities shall not diminish. All barrier’s static state shall be “deployed” and operate to pass vehicles safely and separately, they shall deploy upon power loss by design. The barrier safety sensor system shall not allow individuals to defeat/override the emergency/normal down control function or raise and hold the barrier in the up position without the use of the manual control function. If the barrier uses a timer or other electronic function to prevent defeating/overriding the safety sensor system, the timer/other function shall be programmable by the user. Automated barriers using key pads and/or proximity cards shall have sensor systems and/or programmable timer to both prevent the barrier from lowering onto a vehicle or a second vehicle from piggy-backing through the barrier behind an authorized vehicle. Barrier equipment shall have successfully passed actual crash tests performed by a certified and independent agency. There shall be means for one person to manually open, hold/lock open, and deadlock close any barrier. The Contractor shall operationally test, adjust, and certify all functions of the barriers prior to the barrier being placed into service.

2.4. All proposed powered vehicle barriers shall be drop arm type that meets the identified specification/security requirement. Selection criteria of proposed vehicle barrier shall also take into account infrastructure limitations (power, communications, etc.), installation location (width of roadway, road shoulders, visibility, topography, etc.), application (types of vehicles in addition to cars/trucks such as all-terrain vehicles, dirt bikes, etc.), and safety requirements (safety lightings, signage, safety sensor, etc.). If possible, it is our goal to minimize the number of different manufacturers/types of barriers used on the installation by installing barriers manufactured by the same company or barriers of similar construction/operation. The existing barrier on the top of Road A near Bldg. 2 is our newest barrier, a HySecurity Strongarm M50 barrier. This barrier may be used as an example of the type, operation, etc. when selecting the new barriers.

2.5. New signs should be installed specifically for the barrier and in accordance with manufacturer’s recommendations. New signs shall conform to applicable U.S. Army Military Surface Deployment and Distribution command Transportation Engineering Agency (SDDCTEA) requirement for Better Military Traffic Engineering (BMTE) regarding size, color, location, night visibility, providing adequate time for response, etc. Note that all barriers will normally be in the closed position due to the normal closed-base posture of this installation, so proposed signage should reflect that condition. No changes to roadway marking are required under this requirement.

2.6. Safety is paramount. Due to the cliffs surrounding the facility and the likelihood of high winds, all contactors shall stress Occupational Safety & Health Administration (OSHA) Regulation 29 CFR Part 1926.501, Fall Protection along with all other applicable OHSA regulations. The Project Manager, COR or CO may stop work at any time for a safety risk: the CO is the only agent allowed to restart work, which must be in writing.

2.7. The Contractor shall handle all hazardous materials and hazardous waste in accordance with applicable federal, state, and local requirements. The Contractor shall provide a listing of hazardous chemicals/materials, estimated usage (quantities), and the Safety Data Sheets of such chemicals/materials brought on site or used on site to the 21 SOPS Det 3/CE environmental office. The Contractor will be responsible for coordinating with 21 SOPS Det 3/CE environmental office on the storage and proper management of hazardous materials and hazardous waste, if generated. Any excess of hazardous materials or hazardous waste at the end of the project will be removed from the site and will be properly managed and disposed of accordingly by the Contractor.

2.8. The Contractor shall handle all solid waste in accordance with applicable federal, state, and local requirements. All solid waste generated will be properly managed and disposed of accordingly.

No green, solids, or construction waste may be left on-site nor can they be placed in any waste containers on the installation.

2.9. Except as required herein, Contractor work, installed materials and equipment shall not compromise other structures, or areas’ intended usage without the CO’s preapproval. Any compromise shall be reported immediately.

2.10. Any trees/plants required to be trimmed or removed as interference to accomplish this project must be approved by the 21 SOPS Det 3/CE. All green waste must be disposed of properly or recycled. Use of herbicides/pesticide are prohibited on the installation.

2.11. All exterior-mounted electrical, communication, control, or maintenance access cabinets, handholes, boxes, etc. shall be weather and tamper resistant. Frequently opened cabinets/boxes shall have a manufacturer installed key locking system or be capable of being pad locked.

Handholes and other less frequently opened/used components may be secured using tamper-resistant bolts or other similar fastener. If tamper-resistant bolts or similar devices are used, the Contractor shall provide 4 sets of sockets or other tool used to remove the bolts for each different type of tamper-resistant bolt/fastener used. For Cabinets with manufacturer-installed keyed locking systems, the Contractor shall provide 4 sets of keys per different lockset.

3. QUALIFICATIONS:

3.1. The work shall be performed by trained, certified and experienced workers in the construction, restoration, and operation of various active vehicle barrier systems, electronics, electrical systems, controls, and other related work.

3.2. Supervisory personnel: The Contractor shall personally supervise the work or employ talented management to supervise. The supervision must be thoroughly trained and experienced in restoration, the construction and operation of the installed vehicle barrier systems, electronics, electrical systems, controls, and in safety for working on/around powered equipment, etc.

3.3. The Contractor shall have an established and maintained Quality Control program leading to regulatory compliance and continuous improvement. Use of the program shall be notable in the Schedule.

4. REQUIRED SERVICES: As referenced in paragraph 1 above, the Contractor shall replace/place four vehicle denial barriers at KPSTS, complete operational testing of the barrier systems and cleaning the work sites by removing all construction debris and restoring disturbed areas.

4.1. Vehicle Barrier (Bldg. 1): Remove the existing steel-plate barrier system on the inbound lane only, properly dispose of the demolished barrier and associated components, and repair the roadway to match surrounding roadway conditions or other approve repair that meets applicable ASTM and DOT standards. Install a new remotely operated, drop arm type, crash rated (ASTM F2656, C40) barrier in the same location as the existing barrier or in close proximity (see paragraph 2.4 of this SOW). This is a primary entry control point. The system shall operate remotely through building 1 with independent, remote controls therein and shall be able to interoperate with the Defense Biometric Identification System (DBIDS) at a future date. The new system shall be compatible with existing power and require no major remodeling within building 1. The entryway is almost 16 feet wide.

4.1.1. 21 SOPS Det 3/CE approval is required if the new barrier will be relocated from the location of the current barrier.

4.1.2. The roadway shall be repaired where disturbed for work under this SOW.

4.1.3. Barrier operation shall comply with paragraph 2.3 of this SOW. The new barrier controls shall be located in the same location as the existing controls in Bldg. 1.

4.1.4. Bollards shall be installed on both sides of the new drop arm barrier, as needed, to prevent vehicles from driving around the new barrier. The number, spacing, and location of the bollards will be determined by the type/size of the new barrier, location on the roadway where the new barrier will be installed, and the type of existing obstructions on the outer perimeter of the new barrier.

4.1.5. The new barrier installation shall include new manual controls (with labeling) and control conduit/wiring to/in Bldg. 1, new electrical conduit/conductors, barrier safety features such as manufacture installed safety sensors, signal lighting, signage, etc. The contractor shall provide any additional safety features that are recommended by the manufacturer (in writing) that increases safety awareness of the barrier and barrier operation.

4.1.6. There is no work on the outbound lane under this SOW.

4.2. Vehicle Barrier (Bldg. 2, road C): Remove the existing drop arm traffic control barrier, including foundation, and any associated components. Properly dispose of the foundation/debris and backfill/compact to restore the area. Turnover the existing barrier equipment to 21 SOPS Det 3/CE for reuse. Install new automatic, crash rated (ASTM F2656, C40) arm type barrier (see paragraph 2.4 of this SOW) including lighted programmable keypad access controls on both sides of the new barrier similar to the current barrier. Install a new wired remote control system from the barrier to building 2. The new control console shall be installed on the inside of the facility near the north-facing window/door. The aperture is approximately 18 feet wide.

4.2.1. 21 SOPS Det 3/CE approval is required if the new barrier will be relocated from the location of the current barrier.

4.2.2. The roadway/shoulder shall be repaired where disturbed for work under this SOW.

4.2.3. Barrier operation shall comply with paragraph 2.3 of this SOW.

4.2.4. Bollards shall be installed on both sides of the new drop arm barrier, as needed, to prevent vehicles from driving around the new barrier that is equivalent or greater than the barrier crash rating. The number, spacing, and location of the bollards will be determined by the type/size of the new barrier, location on the roadway where the new barrier will be installed, and the type of existing obstructions and topography on the outer perimeter of the new barrier. Additional 4” pipe bollards shall be installed as needed to prevent ATVs from traveling around the barrier/crash rated bollards. No work is permitted in the unimproved areas. In accordance with SDDCTEA, existing dense wood trees 4-inch or larger in diameter may be used to reduce the number of bollards required at this location.

4.2.5. The new barrier installation shall include new manual controls (with labeling) and control conduit/wiring to/in Bldg. 2, new electrical conduit/conductors/breakers/panel (if required based on new barrier requirements), barrier safety features such as manufacture installed safety sensors, signal lighting, signage, etc. The contractor shall provide any additional safety features that are recommended by the manufacturer (in writing) that increases safety awareness of the barrier and barrier operation.

4.2.6. The new barrier shall be installed to provide maximum resistance from impacts of vehicles primarily traveling east to west on Road C.

4.3. Drop Arm Barrier (Back Entry Point, site 3): The contractor shall remove the existing Delta

Scientific anti-ram, drop arm barrier at the intersection of the Water Tank Road and Road B including all electrical, control, foundation, traffic bollards, and other barrier components, and properly dispose of the all material/debris. The area shall be restored to match surrounding area including backfilling with soil and compacting. No reseeding or temporary irrigation required.

Extend power conductors (240V, 2 pole, 20A in Bldg. 19) and communications (barrier controls and phone cables) approximately 75 feet west along Rad B to the west side of the Water Tank Road/Road B intersection. Install new arm type vehicle barrier equipment (see paragraph 2.4 of this SOW) that meets ASTM F2656-07, M50 P (K-12) requirements for an automatic gate to a base with PL2 classified facilities. Equally rated bollards will be required to prevent bypassing the new barrier by vehicles. The equipment is secluded and must be secured using lockable cabinets, manholes/handholes, etc. The installation of the new barrier shall include new lighted scramble keypad/proximity card readers on both sides of the barrier similar to the existing system that is compatible with the existing HIRSH control system: it shall be able to interoperate with DBIDS upon site implementation. The road is approximately 16 feet wide.

4.3.1. 21 SOPS Det 3/CE approval is required if the new barrier will be relocated from the location identified in this SOW.

4.3.2. The Contractor will be responsible for draining and disposal of the used hydraulic fluid.

The Contractor shall take precautions to contain hydraulic fluid to prevent spills/leaks during the demolition and have materials on site to contain/clean any spills.

4.3.3. The roadway shall be repaired where disturbed for work under this SOW.

4.3.4. Barrier operation shall comply with paragraph 2.3 of this SOW. Manual operation/reset is through the HIRSH computer control system located in Bldg. 10. There is no local manual push-button control system associated with this barrier.

4.3.5. Bollards shall be installed on both sides of the new drop arm barrier, as needed, to prevent vehicles from driving around the new barrier. The number, spacing, and location of the bollards will be determined by the type/size of the new barrier, location on the roadway where the new barrier will be installed, and the type of existing obstructions and topography on the outer perimeter of the new barrier. Additional 4” pipe bollards shall be installed as needed to prevent ATVs from traveling around the barrier/crash rated bollards. No work is permitted in the unimproved areas. In accordance with SDDCTEA, existing dense wood trees 4-inch or larger in diameter and the existing earthen berm may be used to reduce the number of bollards required at this location.

4.3.6. The new barrier installation shall include connection of the lighted scramble keypad/proximity card readers to the communication system for manual operation, reset, programming, etc. in Bldg. 10; extension of communication and electrical infrastructure (conduit/conductors) from current barrier location to the new location; and barrier safety features such as manufacture installed safety sensors, signal lighting, signage, etc. The contractor shall provide any additional safety features that are recommended by the manufacturer (in writing) that increases safety awareness of the barrier and barrier operation.

4.3.7. Removal and installation of the existing telephone will be done by base personnel.

Telephone line will be extended and installed with the communication conductor to the new barrier control box.

4.3.8. The new barrier shall be installed to have maximum resistance from impacts of vehicle primarily traveling west to east on Road B.

4.4. Manual Swing Arm (to Bldg. 39010, site 4): The Contractor shall remove the existing bollards being used for the chain gate and install a lockable manual, crash rated (ASTM F2656, C40 minimum) swing arm barrier at the west edge of the public parking lot where B road continues to building 39010. Bollards may be required on one or both sides of the swing arm that meets swing arm barrier crash rating. The road is approximately 14 feet wide.

4.4.1. 21 SOPS Det 3/CE approval is required if the new barrier will be relocated from the location of the current barrier.

4.4.2. The roadway/shoulder shall be repaired where disturbed for work under this SOW.

4.4.3. Bollards shall be installed on both sides of the new swing arm barrier, as needed, to prevent vehicles from driving around the new barrier. The number, spacing, and location of the bollards will be determined by the type/size of the new barrier, location on the roadway where the new barrier will be installed, and the type of existing obstructions and topography on the outer perimeter of the new barrier. Additional 4” pipe bollards shall be installed as needed to prevent ATVs from traveling around the barrier/crash rated bollards. No work is permitted in the unimproved areas. In accordance with SDDCTEA, existing dense wood trees 4-inch or larger in diameter may be used to reduce the number of bollards required in this area.

4.4.4. The design/construction of the new swing arm barrier shall be reinforced to have maximum resistance from impacts of vehicles primarily heading from east to west. The swing arm barrier shall be installed on the south side of roadway with the locking post on the north side of Road B.

4.4.5. The locking mechanism shall be a simple design to allow a standard combination padlock or other similar locking device to be easily installed and removed to secure the barrier.

4.4.6. The new swing arm shall be installed to prevent inadvertent/accidental closing when in the open position.

5. SUBMITTALS: The Contractor shall deliver two complete sets of all documents, one digitally.

5.1. The Contractor shall submit manufacturer’s specifications and drawings for all major equipment the Contractor anticipates to install also, sketches of the anticipated site shall be included (AF3000). The submittals shall include replacement part numbers, the physical size of the equipment, performance characteristics at design conditions, ratings (structural or otherwise), and other pertinent information.

5.2. As-builts and other shop drawings, with working dimensions, are required if significant changes are made to the existing facility configuration (e.g., site 3, etc.) or to manufacturer specifications.

5.3. The contractor shall coordinate and host a short training session, with gate specific “hand-books”, for the maintenance and operation of the new systems.

5.4. The Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real

Property to the Base Civil Engineer (CE) or representative for signature and acceptance to authorize the final payment.

6. ENTRY REQUIREMENTS FOR CONTRACTOR PERSONNEL REQUIRING ACCESS TO

KAENA POINT SATELLITE TRACKING STATION: KPSTS includes PL2 assets and is a controlled access Installation. All visitors must present ID meeting REAL ID Act standards to enter.

Site safety and security briefings are also required, personnel shall conform to all safety and security requirements. DBIDS entry procedures may be offered, otherwise, KPSTS Security personnel manage an entry authorization list (EAL) which is employed by KPSTS Defenders (647th Security Forces Squadron, JBPHH) to control entry. Contractor shall complete an EAL form two weeks in advance of site work and coordinate with the CO to ensure each worker is eligible and on the EAL.

Contractor shall notify the CO and KPSTS Unit Security Manager of any EAL modification requirements within 1 business day of termination or associated employee changes. Only U.S.

Citizens will be allowed to access KPSTS for this project.

7. (Integrated Master) SCHEDULE: See AF Form 3064/3065 for a sample schedule.

7.1. The Contractor shall present a proposed construction schedule that explicitly includes confirmed procurement lead and manufacturing times, environmental compliance expectations and total Period of Performance (PoP) starting with the Notice to Proceed (NTP). The schedule will be driven by value to the Government and also consider:

7.1.1. administrative submittals/approvals, etc.,

7.1.2. critical path,

7.1.3. loaded costs,

7.1.4. earned value (for progress payments),

7.1.5. progress payments,

7.1.6. mobilization/demobilization,

7.1.7. project construction details (in a logical, standardized Work Breakdown Structure (CAIN, etc.)) with milestones,

7.1.8. adverse weather, contingencies and unforeseen conditions,

7.1.9. punch-list items and final inspection.

7.2. The Contractor shall schedule and host a preconstruction meeting with KPSTS and CO within 10 calendar days of contract signature to finalize schedule dates, contract details, etc. and to gain the

NTP.

7.3. An approved Schedule shall not be re-baselined by the contractor without agreement from the

CO.

7.4. The Period of Performance is 180 days. Due to COVID-19 and associated effects on construction, the Contractor may request for a PoP greater than that identified in this SOW during negotiations with the applicable justification/supporting information.