P1005 VTOL Pad South, MCAS Iwakuni
Closed Solicitation Posted
- Solicitation number
- W912HV-20-B-0004
- Agency
-
ENDIST Japan
US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 237310 Highway, Street, and Bridge Construction
- Place of performance
- Marine Corps Air Station Iwakuni JPN
Notice details come from SAM.gov. Updated .
About this opportunity
This solicitation seeks construction services for a vertical takeoff and landing (VTOL) pad project at Marine Corps Air Station Iwakuni in Japan. The Department of the Army Corps of Engineers Engineering District Japan requires offers to construct a high-temperature concrete VTOL pad and associated facilities for the F-35B aircraft. The project scope includes constructing continuously reinforced high-temperature concrete and Portland cement concrete pavements, along with new airfield lighting, grading, perimeter road modifications, drainage, and utility relocations. Bidders must be authorized to perform construction work in Japan and submit license documentation with proposals, which are due by September 1, 2020.
The estimated value is between 1 and 2.5 billion Japanese yen. No set-aside designation was used. The primary NAICS code is 237310 for airport runway construction. The project location is MCAS Iwakuni in Yamaguchi, Japan and must be completed within 688 calendar days of the notice to proceed. Two bids were received from Nippo Corporation for 933.5 billion yen and Maeda Corporation for 840 billion yen. Liquidated damages of 327,000 yen per day will be assessed for delays in completion.
Notice text
4 versions
Update #4 · Latest ·
*Amendment 0003 has been issued on 11 August, 2020. Refer to attachments below.
*Amendment 0002 has been issued on 3 August, 2020. Refers to attachments below.
*Amendment 0001 has been issued on 22 May 2020, see attachment. Amendment 0001 provides updated Site Visit information.
PROJECT INFORMATION
Project Title: FY20 P1005 VTOL Pad South
Project Location: MCAS Iwakuni, Japan
North American Industry Classification System (NAICS) Code: 237310, Airport Runway Construction
Project Magnitude: Between ¥1,000,000,000 and ¥2,500,000,000 Japanese YEN
Project Description:
The project scope requires construction of a high-temperature concrete, VTOL Pad for the F-35B aircraft. The project is located at MCAS Iwakuni, east of Taxiway A and Runway 2-20, near an existing helicopter landing pad. Pavements in the project include Continuously Reinforced High-Temperature Concrete (CRHTC), Portland Cement Concrete (PCC), and enlarged hot-mix asphalt (HMA) shoulders. Additional work includes new airfield lighting, grading, perimeter roadway modification, and existing utility relocations.
The Demolition scope includes the existing helicopter landing pad in the project area, existing drainage infrastructure, and minor utilities.
Pavements in the project include CRHTC and PCC with enlarged HMA shoulders along the lead-in approach path and lead out take-off path for reduction of potential foreign object debris hazards. Grading work associated with the new pavement, existing drainage improvements, and the perimeter road way is also required.
Demolition scope includes airfield pavement of the existing Taxiway A shoulder where the VTOL Pad access taxiway connects to Taxiway A. Additional shoulder removals along Taxiway A are required for installation of lights. The existing helicopter landing pad in the project vicinity as well as existing lighting will be demolished.
Non-airfield pavement demolition includes removing, lowering, and replacing part of the perimeter roadway to maintain a slope away from the seawall, relocate utilities from current location underneath VTOL Pad to be underneath the perimeter road, and create a shoulder joint where the roadway abuts the VTOL Pad concrete. Additional demolition includes removing a newly constructed concrete inlet structure and reconstructing a similar structure just north of the South VTOL pad and connecting a storm drain underneath the VTOL pad in place of the inlet structure.
Update #3 ·
*Amendment 0002 has been issued on 3 August, 2020. Refers to attachments below.
*Amendment 0001 has been issued on 22 May 2020, see attachment. Amendment 0001 provides updated Site Visit information.
PROJECT INFORMATION
Project Title: FY20 P1005 VTOL Pad South
Project Location: MCAS Iwakuni, Japan
North American Industry Classification System (NAICS) Code: 237310, Airport Runway Construction
Project Magnitude: Between ¥1,000,000,000 and ¥2,500,000,000 Japanese YEN
Project Description:
The project scope requires construction of a high-temperature concrete, VTOL Pad for the F-35B aircraft. The project is located at MCAS Iwakuni, east of Taxiway A and Runway 2-20, near an existing helicopter landing pad. Pavements in the project include Continuously Reinforced High-Temperature Concrete (CRHTC), Portland Cement Concrete (PCC), and enlarged hot-mix asphalt (HMA) shoulders. Additional work includes new airfield lighting, grading, perimeter roadway modification, and existing utility relocations.
The Demolition scope includes the existing helicopter landing pad in the project area, existing drainage infrastructure, and minor utilities.
Pavements in the project include CRHTC and PCC with enlarged HMA shoulders along the lead-in approach path and lead out take-off path for reduction of potential foreign object debris hazards. Grading work associated with the new pavement, existing drainage improvements, and the perimeter road way is also required.
Demolition scope includes airfield pavement of the existing Taxiway A shoulder where the VTOL Pad access taxiway connects to Taxiway A. Additional shoulder removals along Taxiway A are required for installation of lights. The existing helicopter landing pad in the project vicinity as well as existing lighting will be demolished.
Non-airfield pavement demolition includes removing, lowering, and replacing part of the perimeter roadway to maintain a slope away from the seawall, relocate utilities from current location underneath VTOL Pad to be underneath the perimeter road, and create a shoulder joint where the roadway abuts the VTOL Pad concrete. Additional demolition includes removing a newly constructed concrete inlet structure and reconstructing a similar structure just north of the South VTOL pad and connecting a storm drain underneath the VTOL pad in place of the inlet structure.
Update #2 ·
*Amendment 0001 has been issued on 22 May 2020, see attachment. Amendment 0001 provides updated Site Visit information.
PROJECT INFORMATION
Project Title: FY20 P1005 VTOL Pad South
Project Location: MCAS Iwakuni, Japan
North American Industry Classification System (NAICS) Code: 237310, Airport Runway Construction
Project Magnitude: Between ¥1,000,000,000 and ¥2,500,000,000 Japanese YEN
Project Description:
The project scope requires construction of a high-temperature concrete, VTOL Pad for the F-35B aircraft. The project is located at MCAS Iwakuni, east of Taxiway A and Runway 2-20, near an existing helicopter landing pad. Pavements in the project include Continuously Reinforced High-Temperature Concrete (CRHTC), Portland Cement Concrete (PCC), and enlarged hot-mix asphalt (HMA) shoulders. Additional work includes new airfield lighting, grading, perimeter roadway modification, and existing utility relocations.
The Demolition scope includes the existing helicopter landing pad in the project area, existing drainage infrastructure, and minor utilities.
Pavements in the project include CRHTC and PCC with enlarged HMA shoulders along the lead-in approach path and lead out take-off path for reduction of potential foreign object debris hazards. Grading work associated with the new pavement, existing drainage improvements, and the perimeter road way is also required.
Demolition scope includes airfield pavement of the existing Taxiway A shoulder where the VTOL Pad access taxiway connects to Taxiway A. Additional shoulder removals along Taxiway A are required for installation of lights. The existing helicopter landing pad in the project vicinity as well as existing lighting will be demolished.
Non-airfield pavement demolition includes removing, lowering, and replacing part of the perimeter roadway to maintain a slope away from the seawall, relocate utilities from current location underneath VTOL Pad to be underneath the perimeter road, and create a shoulder joint where the roadway abuts the VTOL Pad concrete. Additional demolition includes removing a newly constructed concrete inlet structure and reconstructing a similar structure just north of the South VTOL pad and connecting a storm drain underneath the VTOL pad in place of the inlet structure.
Update #1 ·
PROJECT INFORMATION
Project Title: FY20 P1005 VTOL Pad South
Project Location: MCAS Iwakuni, Japan
North American Industry Classification System (NAICS) Code: 237310, Airport Runway Construction
Project Magnitude: Between ¥1,000,000,000 and ¥2,500,000,000 Japanese YEN
Project Description:
The project scope requires construction of a high-temperature concrete, VTOL Pad for the F-35B aircraft. The project is located at MCAS Iwakuni, east of Taxiway A and Runway 2-20, near an existing helicopter landing pad. Pavements in the project include Continuously Reinforced High-Temperature Concrete (CRHTC), Portland Cement Concrete (PCC), and enlarged hot-mix asphalt (HMA) shoulders. Additional work includes new airfield lighting, grading, perimeter roadway modification, and existing utility relocations.
The Demolition scope includes the existing helicopter landing pad in the project area, existing drainage infrastructure, and minor utilities.
Pavements in the project include CRHTC and PCC with enlarged HMA shoulders along the lead-in approach path and lead out take-off path for reduction of potential foreign object debris hazards. Grading work associated with the new pavement, existing drainage improvements, and the perimeter road way is also required.
Demolition scope includes airfield pavement of the existing Taxiway A shoulder where the VTOL Pad access taxiway connects to Taxiway A. Additional shoulder removals along Taxiway A are required for installation of lights. The existing helicopter landing pad in the project vicinity as well as existing lighting will be demolished.
Non-airfield pavement demolition includes removing, lowering, and replacing part of the perimeter roadway to maintain a slope away from the seawall, relocate utilities from current location underneath VTOL Pad to be underneath the perimeter road, and create a shoulder joint where the roadway abuts the VTOL Pad concrete. Additional demolition includes removing a newly constructed concrete inlet structure and reconstructing a similar structure just north of the South VTOL pad and connecting a storm drain underneath the VTOL pad in place of the inlet structure.
Files
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Notice history
| Notice | Type | Posted |
|---|---|---|
| This notice | Solicitation | |
| P1005 VTOL Pad South, MCAS Iwakuni | Pre-Solicitation | |
| Vertical Take-Off and Landing Pad | Pre-Solicitation |
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