2-JLSS24-9991A Maintain Base Roads and Pavements SOW_Rev 4.pdf

JLSS 24-9991A

Repair Base Roads & Pavement

STATEMENT OF WORK (SOW)

For

Repair Base Roads & Pavement Project JLSS 24-9991A

Revision 3 DATE: 18 June 2024

I. PRINCIPAL FEATURES OF WORK: The Contractor shall provide all materials, labor, and equipment for the requirements specified in the SOW. The Contractor shall submit all the required documents in accordance with the below instruction. The Contractor shall verify site conditions and conduct all field surveys and measurements as necessary to complete this project. All references to and citing of government and industry standards and codes must show the date of the reference used. It is not acceptable to state “use of latest or current issue” or state “install per code” in lieu of delineating portions of the code in application to installations, assemblies, and materials. All work shall be in accordance with the latest versions of the following, however, final determinations of code compliance shall be made by the Base Civil Engineer (BCE) or the BCE’s designated representative:

1. All DoD Unified Facility Criteria (UFC). See Whole Building Design Guide: http://www.wbdg.org.

2. Air Force Engineering Technical Letters. See https://www.e-publishing.af.mil

3. Pennsylvania Department of Transportation: Publication 408

4. Applicable industry standards (ASHRAE, ANSI, AASHTO, OSHA etc.)

5. State and Federal OSHA regulations

The Contractor shall provide all labor, materials, equipment, and anything else necessary to complete this project to ensure a complete and usable facility.

A. GENERAL SCOPE: Base project will be for milling and overlay of Asphalt Roadway on Herman Avenue. Contractor will be responsible for replacement of existing pavement markings on new asphalt. Option One (1) will include milling and overlay of Asphalt Parking Lot On Herman Avenue at Alpha Street. Contractor will be responsible for replacement of existing pavement markings on new asphalt. Option two (2) will include milling and overlay of Asphalt Roadway on Defense Avenue. Option three (3) will include milling and overlay of Asphalt Parking Lot adjacent to Building 403. Contractor will be responsible for replacement of existing pavement markings on new asphalt. Option three (4) will include seal coating of the Parking Lot adjacent to Building

414. Contractor will be responsible for replacement of existing pavement markings on new asphalt. See attachment 2 for reference.

1. Base Bid: Mill existing 2.5” wear course (Base Bid: approx. 1,490 SY) on and/or around Herman Ave. Prepare existing binder course for application of tack coat. Apply tack coat for new 2.5” wear course. Contractor to assume approximately 15% of the overall pavement area will require full depth replacement to include selective replacement of base course, replacement of binder course, and wear course. All applicable plants, materials, work, and workmanship shall conform to the specifications with the latest revision of Pennsylvania Department of Transportation specifications (Publication 408). None of the payment clauses or paragraphs in any of the PennDOT sections will be utilized. All other plants, http://www.wbdg.org/ https://www.e-publishing.af.mil/ 1041383522C Highlight

1041383522C Highlight materials, and workmanship shall conform to the applicable national specifications, standards, or manufacturer’s recommendations and/or requirements. If these applicable specifications or standards conflict with the specifications and drawings, contractor shall follow the more stringent requirement at no additional cost to the Government. Use Pennsylvania Design Criteria and procedures recognized by the PennDOT for roads and parking. No recycled asphalt shingle products shall be permitted. Contractor will be responsible for verifying all quantities and take-offs.

2. Option 1: Mill and overlay, as stated in paragraph I A 1. Approximately 1,800 SY on and/or around Herman Ave parking lot at Alpha St.

3. Option 2: Mill and overlay, as stated in paragraph I A 1. Approximately 2,040 SY on and/or around Defense Ave. Milling may occur during a weekday, however, pavement work must be accomplished on a Saturday.

4. Option 3: Mill and overlay, as stated in paragraph I A 1. Approximately 1,340 SY on and/or around Building 403 Parking.

5. Option 4: Apply asphalt driveway sealer. Contractor shall document all pavement markings prior to coating and repaint identical layouts after sealing. Use PennDOT approved asphalt sealer. No recycled asphalt shingle products shall be permitted. Contractor will be responsible for verifying all quantities and take-offs. Approximately 4,692 SY on and/or around Building 414 Parking.

II. PERTINENT INFORMATION:

A. Performance Period: The performance period shall be 120 days from Notice to Proceed. The

Contractor shall submit the schedule upon receipt of Notice to Proceed (NTP). The reschedule will reflect the design period mentioned in paragraph “II.I.” below. Expect the affected buildings to be occupied during the construction phase. In order to maintain the building environment, the Contractor will include alternate sources of heating appropriate to the existing weather conditions expected during construction. No work is to be performed over a Unit Training Assembly (UTA) weekend unless required for emergency work as determined by the Government.

B. Working Hours: The facilities will be made available to the Contractor from 6:30am to 6:30pm, Monday through Friday, five (5) days a week, excluding U.S. Federal holidays. The Contractor shall notify the Government three (3) working days in advance if work needs to be performed outside of these working hours. No work will be performed on Unit Training Assembly weekends. Vehicle inspection services are only available until 3:30pm unless prior arrangements are made. Work may be conducted on nights and weekends: Work outside of these weekdays and hours may and should be considered by the contractor in preparation of bids for this project and coordinated via the Request For Information (RFI) process with Contracting and Engineering. Work schedule shall be discussed at site visits during the pre-bid process.

C. Building Access: Contractor personnel will require base passes and escorts to access buildings.

Access times will be scheduled with building Facility Managers through the 911th Civil Engineering Government Representative. The Contractor’s site superintendent will maintain a copy of the AF Form 103, “Base Civil Engineering Work Clearance Request,” on site at all times.

D. Technical Requirements: Those qualified personnel with a license or certification shall be at the job site, either directly supervising or performing site surveys. The Contractor is responsible for identifying these requirements and executing abatement and environmental controls required to comply with federal and state regulations concerning these hazards within the confines of all areas affected by this project.

F. Statutory Cost Limitation (IAW DFARS 252.236-7006): This project is not applicable to the

Statutory Cost Limitation.

G. Drawings: The Government has provided drawings of intended repair area. Contractor is responsible for verifying all quantities. See Attachment A.

H. Documents Required: All documents required under this Contract include, but are not limited to, as-built drawings, all correspondence of any nature whatsoever, and all other written communications documents, drawings, reports, etc. All submitted documentation will follow instructions provided by Attachment I, “Specification Section 01 78 30 – Project Record Documents.” Contractor shall submit all materials to be installed and brought onto the installation for approval prior to commencement of work. See Attachment D, Specification Section 01 34 00, for submittal procedures.

I. Contractors will follow the base specifications in Attachments I. This lays out facility access requirements, behavior expectations, and other general conditions and Air Force requirements while performing this work.

1. ALL personnel entering the Pittsburgh Air Reserve Station (ARS) are required to have a pass;

escorting is NOT permitted. Five (5) business days prior to the desired date of access or start of on-site work, the Contractor shall submit applications for base passes to the Contracting Officer for all employees, subcontractor employees, and vehicles requiring access to Pittsburgh ARS.

2. It is recommended that contractor personnel requiring regular access over an extended period can apply for a Defense Biometric Identification System (DBIDS) card. This identification card can be renewed at six month intervals. Not applicable to this project.

3. ALL commercial vehicles accessing the installation must be inspected in the Commercial

Vehicle Inspection facility prior to entry, regardless of Contractor credentials. It is the contractor’s responsibility to ensure that vehicular traffic is coordinated with Security Personnel to ensure Quality Control of materials.

4. Upon completion of this Contract, the Contractor shall return all employee and vehicle passes to the Visitor Control Center (Building 107) and obtain a Certification of Receipt. Final payment will be withheld until the Contractor has submitted the Certificate confirming all passes have been returned.

5. The Government shall not be held responsible for any delay to the contract period of performance if the Contractor failed to submit required documentation in a timely manner or their employees are refused entrance due to failure to follow specified procedures.

J. Design Requirements: N/A

L. Contract Line Item Numbers (CLINs) and Options: The Contractor is required to submit their bid with an amount for each CLIN (Base + four options) AND a total for all CLINs. Reference, Statement of Work, 1A (GENERAL SCOPE), 1 through 5, and drawings for full details of each CLIN. Also, see attachment, “FA671224B0002 Bid Instructions Rev 1”.

III. WARRANTY: FAR 52.246-21 -- Warranty of Construction will be included in the contract.

IV. Attachments:

A. Drawings B. Specification Section 01 14 00 – Work Restrictions C. Specification Section 01 32 00 – Construction Progress Documentation D. Specification Section 01 34 00 – Submittal Procedures E. Specification Section 01 40 00 – Quality Requirements F. Specification Section 01 41 00 – Environmental Specifications G. Specification Section 01 59 50 – Safety Requirements H. Specification Section 01 73 00 – Contract Close-Out Procedures I. Specification Section 01 73 89 – Cutting and Patching J. Specification Section 02 41 19 – Selective Demolition