1. SOW_VGLZ172042_28September23.pdf
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- Attached to
- VGLZ 172042 Repair Runway
- Solicitation number
- W50S8524B0001
About this file
This statement of work outlines requirements for a fixed-price construction contract to repair a runway at Selfridge Air National Guard Base in Michigan. Key aspects of the project include full-depth repairs of three areas of the runway, milling and replacing 6.25 inches of asphalt concrete pavement across approximately 95,000 square yards, and repainting runway and taxiway markings. Bidders must attend a hot mix asphalt training workshop and coordinate runway closures. The project is to be completed within 270 calendar days, with a mandatory 84-day period to reopen the runway, and liquidated damages will be assessed for delays beyond 85 days of closure. The solicitation number is W50S8524B0001 and was issued by the Department of the Army Michigan Army National Guard.
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Text version
S T A T E M E N T O F W O R K for
VGLZ 172042
"REPAIR RUNWAY”
Selfridge Air National Guard Base, Michigan
Prepared by:
Derek M. Probstfeld, PE
28 September 2023
STATEMENT OF WORK
FOR
VGLZ 172042
Repair Runway
Selfridge Air National Guard Base, Michigan
The work shall be in strict compliance with this SOW, the specifications, and the plans. Sections of this SOW may supersede the requirements of the specifications, in which case, the more stringent/higher quality requirements shall apply. Work will be coordinated with Base Operations.
Keep work site clean at all times to prevent FOD. A Macomb County Soil Erosion Permit will be required for this project. The contractor shall obtain, pay for, and follow the requirements of this permit.
1. STATEMENT OF WORK
a. This project generally consists of the following:
i. Contractor’s Project Manager and Site Superintendent at a minimum shall attend a two-day US Army Corps of Engineers Transportation Systems Center Hot Mix Asphalt (HMA) Paving Workshop to be scheduled at Selfridge ANG Base prior to construction work commencing.
ii. Closure of the Runway, including close coordination with Selfridge Airfield Management, placement of temporary barricades and lighting, and appropriate Runway markings.
iii. The conversion of the parallel Taxiway Bravo into a daylight only Visual Flight Rule (VFR) temporary runway. Requires the removal of existing Taxiway paint markings, the painting of the Taxiway as an active runway, removal of active runway paint, and re-painting as a taxiway.
iv. Conversion of Taxiway Bravo back to a Taxiway after Runway Construction is complete.
v. The milling and replacement of 6.25” of the Runway asphalt concrete pavement between the existing shoulders and the concrete over-runs (approximately 95,000 square yards), and the protection of the shoulders. Will require the transportation to, and the management of, millings to, and at, the identified stockpile area on base.
vi. The milling and replacement of 4” to 6” of asphalt concrete pavement of the Taxiway/Runway interface areas between Taxiway Hotel and Taxiway Joliet Hold Lines and the Runway.
vii. The full depth repair of the Runway at three identified areas. The full depth repairs will include the adjacent shoulders and require the Contractor to locate and protect the lighting electrical conduits, counterpoise, and signage infrastructure.
viii. The repair of all other Runway shoulder cracks greater than ¼ inch in width, approximately 9,500 LF of cracks.
ix. Grooving of all new Runway surfaces a minimum of 30 days after new asphalt concrete placement, prior to runway painting.
x. New painting and markings on all new Runway and Taxiway interface surfaces, and the removal/new painting on Runway surfaces that were not affected by construction to comply with the most recent UFCs.
xi. The Contractor will be responsible for coordinating and funding any additional security requirements with Base Security Forces and DK Security to ensure adequate coverage for the anticipated volume of construction traffic. In the event the Southern Construction gate needs to be opened on a limited basis, the Contractor will be responsible for coordinating and funding the required security personnel.
b. Work is to be completed as a “Fixed Price Construction Contract.” Estimated quantities provided on the plans sheets are provided for the bidders use and to provide for a consistent basis for the Contract Fixed Price.
2. ATTACHMENTS
a. Repair Runway Specifications and Contract Documents dated December 2021. Prepared by AECOM Architects Engineers Planners.
b. Repair Runway 100% Design Plans dated 28 Jan 2022, 30 sheets, prepared by AECOM Architects Engineers Planners.
c. Repair Runway AF 66 prepare by AECOM Architects Engineers Planners.
3. PROJECT CRITERIA
a. Refer to attached design plans and specifications.
i. Special note should be made of the numerous required “test sections” that are specified to be performed, as identified in the Project Specifications and on AF Form 66, prior to commencement of any work on the runway or taxiways.
b. Warranty: Contractor shall provide a 1 year warranty on workmanship of the entire construction project in addition to any manufacturer’s warranty on materials installed. The Contractor will provide any commercial warranty on materials or equipment included in the construction that exceeds this one-year, all-inclusive warranty. The commercial warranty will be issued to the Government.
c. General Repair guidelines include, but are not limited to, the following specifications and regulations:
i. APPLICABLE STANDARDS: Latest published versions shall be used.
1. Pavement Design for Airfields (UFC 3-260-02)
2. Airfield and Heliport Marking (UFC 3-260-04)
3. Applicable State, City, and County codes and regulations
4. ANG Design Objectives and Procedures – Tab C, ANG ETL 10-03 (except as modified by the Repair Runway SOW)
5. ANG Design Policy – Tab D, ANG ETL 15-01-00 through 15-01-08
6. United Facilities Guide Specifications (UFGS)
7. Selfridge ANGB Vision 2020 Standards
8. National Electric Code, NFPA No. 70
9. National Electric Safety Code (ANSI C2).
10. Occupational Safety and Health Administration standards
11. Michigan Occupational Safety and Health Administration standards
d. Access and General Protection/Security Policy and Procedures.
i. 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.
ii. 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.
4. INITIATION OF WORK
a. The Contractor may not proceed or initiate any work prior to receipt of original notice to proceed. Any work done without being directed to do so by the Contracting Officer shall be at the Contractors own risk.
b. Period of Performance shall be 270 calendar days from notice to proceed;
i. Once the runway is closed, the Period of Performance to reopen a fully functional runway is 84 calendar days. Note that grooving can NOT occur until after a minimum of 30 calendar days from completion of the runway paving have passed.
ii. Liquidated damages (LDs) will start being assessed starting at 0001 on the 85th calendar day after runway closure and will be assessed daily until the Contractor completes all work necessary to allow the reopening of a fully functional runway. LDs will NOT be prorated for partial days.
c. The Contractor shall submit to the Contracting Officer a coordinated schedule indicating the sequence of operations for review prior to commencement of the work. Tentative runway closure is scheduled for early July 2024 through late September 2024; however, the Contractor shall verify the planned Runway Closure window at the “Notice to Proceed” meeting during contract award. Currently, the base is open from Monday thru Friday 0700-1700. Any work outside these hours and on Federal Holidays must be requested, in a written request to the Contracting Officer or appointed representative, at least 72 business hours in advance and then approved by the Contracting Officer. Requested approval for weekend and holiday work will not be eligible for equitable adjustments unless the work was at the request of the Government. The federal holidays are listed below:
i. New Year’s Day January 1st
ii. Martin Luther King Jr.’s Birthday - Third Monday in January
iii. Washington’s Birthday - Third Monday in February
iv. Memorial Day - Last Monday in May
v. Juneteenth June 19th
vi. Independence Day - July 4th
vii. Labor Day - First Monday in September
viii. Columbus Day - Second Monday in October
ix. Veterans Day 11th November
x. Thanksgiving Day - Last Thursday in November
xi. Christmas Day - December 25th
d. There will be a site visit, prior to award to allow for site investigation. Any site visits post award shall be coordinated with the Government.
e. Record drawings may be provided to the Contractor as a courtesy at the discretion of the Government, but their accuracy is not guaranteed. The Contractor shall do his own field investigations of the utilities and other items in the area and base his work accordingly. The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract. These record drawings bear no such representation or understanding.
f. Contractor shall conduct an intensive field survey of all existing conditions. The Contractor should survey existing conditions and correlate their work requirements accordingly. Contractor shall verify all dimensions, calculations and code requirements for all elements of work. The Contractor is ultimately responsible for constructability and providing a complete and usable product at the completion of the project.
5. GOVERNMENT REVIEW
a. All materials, components, and equipment shall be specified for approval by the Contracting Officer. All items designated for submittal and test shall be sufficiently described to provide the Government a basis for review and approval or disapproval.
b. Hardware and equipment shall be comprised of new products the manufacturer is currently manufacturing and have spare parts available for at least five years after completion of contract.
c. Government form AF 66 provides a list of required submittals; however, this list is not limiting. Any submittal requested by the
Contracting Officer shall be submitted to the Contracting Officer on AF form 3000 for government review.
END OF SOW
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