FY19 P-9030/PAF19030 APSI-CARGO PAD W/TAXIWAY EXT, FY19 P-9040/PAF189040 APSI-MAINT SUPPORT FACILITY, FY20 P-9010/PAF189010 APSI-FUEL TANKS W/RECEIPT PIPELINE & HYDRANT SYSTEM & FY20 P-9021/PAF189021 APSI- AIRFIELD DEV-ROADS TINIAN INTL AIRPORT CNMI

This project is for construction of:
P-9030 Cargo Pad with Taxiway Extension, Tinian International Airport, Tinian, CNMI is for the construction of a Cargo Pad using Portland Cement Concrete (PCC) including taxiway connections to the airfield runway and other taxiways, NAVAIDS (e.g., lighting and markings), water/electrical utilities, cargo staging area with biosecurity control, and all necessary supporting facilities for a complete and usable facility. The facility must comply Seismic Zone 3 design criteria. Facilities will be designed as permanent construction in accordance with the DoD Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements and UFC
1-200-02, High Performance and Sustainable Building Requirements. This project will comply with DoD antiterrorism/force protection requirements per UFC 4-010-01.

P-9010 Fuel Tanks with Receipt Pipeline & Hydrant System, Tinian International Airport, Tinian, CNMI is for the construction of a jet fuel system including harbor fuel receipt, pipeline, fuel storage, and high flow rate fuel delivery to parking apron hydrants as well as to truck stands. Fuel storage tanks includes two (2) 10K ASTs. The system will include carbon steel pipelines, additization station, seaport pump station, operational pump station at airport, truck fill stands, fire protection, spill control facility, emergency generators, and parking for fuel related vehicles.

P-9021 Airfield Development Phase I Roads, Tinian International Airport, Tinian, CNMI is for the repair/improvement of the haul route from the seaport to the airfield.

P-9040 Maintenance Support Facility, Tinian International Airport, Tinian, CNMI is a pre-priced option for the construction of a maintenance support facility with a slab on grade foundation, cast in place, tilt up or precast concrete walls with typhoon shutters and a cast in place or pre-cast concrete roof. The facility must be able to withstand 190 mile per hour winds for structural elements and Seismic Zone 3 design criteria. The project includes site improvements, pavements, utilities, environmental remediation, archeological monitoring, and explosive safety monitoring as well as all other supporting work necessary for a complete and usable
facility. In accordance with FAR 52.217-7 Option for Increased Quantity- Separately Price Line Item, the Government may exercise the option by written notice to the Contractor within 365 calendar days of contract award.

Three (3) pre-priced planned modifications will also be included, for Munitions and Explosives of Concern (MEC) / Material Potentially Presenting an Explosive Hazard (MPPEH) for projects P-9030, P-9010 and P- 9021.