MALLORY_PIER_PAVEMENT-Analysis-TESTING-SOW-Final.pdf

STATEMENT OF WORK

Mallory Pier Pavement Settlement Investigation and Sheet Piling Testing June 20, 2018

1.0 BACKGROUND

The United States Merchant Martine Academy (USMMA) is an agency of the Maritime Administration (MARAD) managed by the United States Department of Transportation.

The USMMA is listed on the National Register of Historic Places. Therefore, all work shall be consistent with the Secretary of the Interior's Standards for the Treatment of Historic Properties (36 CFR part 68) http://www.nps.gov/tps/standards/four-treatments/treatment-guidelines.pdf.

All work shall meet or exceed the standards provided in the Secretary of the Interior’s Standards for Rehabilitation and guidelines for applying the standards published by the National Park Service, U.S. Department of the Interior 36 CFR 67.7 - Standards for rehabilitation.

2.0 OBJECTIVE

The objective of this statement of work is to obtain a Firm-Fixed-Price (FFP) contract for a qualified, licensed and insured contractor to provide labor, material, transportation, tools, equipment and supervision to investigate why the Mallory Pier asphalt pavement is being eroded and the road surface above the circulation inlet appears to be sinking.

3.0 HISTORY

The asphalt road surface in this area has been repaired several times but to no avail. In addition, the sheet pile bulkhead appears to be corroding at a high rate and needs to be tested. These conditions seem to be getting worse and present a safety hazard to pedestrians and vehicular traffic.

4.0 SCOPE

The scope of this work includes the following services:

The USMMA is looking for a qualified, licensed and insured contractor to provide labor, material, transportation, tools, equipment and supervision to investigate why the Mallory Pier asphalt pavement is being eroded and the road surface above the circulation inlet appears to be sinking.

5.0 TASKS AND REQUIREMENTS

In order to support the agency mission, and project requirements, the Government requires a safe and secure environment. The following section of the SOW describes the requirements and tasks that shall be accomplished to meet these requirements.

5.1 TASKS

5.1.a. Survey work area and stake out utility lines.

5.1.b. Prior to commencing work, contractor shall submit for approval by COR/engineer, samples and or specifications for all materials to be used on this project, including, asphalt, concrete, etc.

5.1c. A licensed civil engineer shall develop a plan and requirements to evaluate the condition of the existing sheet pile bulkhead and pavement settlement. This will include a diver inspection of below water portions of the sheet pile bulkhead to observe conditions and possible locations where fill is being lost and the excavation of an exploratory pit in the area where the road is collapsing.

Piling (Testing) 5.1d. Contractor’s diver shall perform underwater inspection and Ultra-Sonic testing. This work shall encompass the following tasks:

5.1e. Perform an above water and underwater visual inspection of approximately 1,300 lf of steel sheet piling (see Aerial View and Site Plan). Exposed height of sheet piling is approximately 20 ft.

Pier Surface (Testing) 5.1.f. Inspect the sheet piling at the upland sinkhole location shown on the attached Site Plan.

Obtain dimensions of any observed breach in the sheet piling and document defects photographically.

Bulkhead (Pier) Testing Requirements (Minimum) 5.1.g. Conduct Ultrasonic Thickness Testing at approximately50 ft intervals along the bulkhead alignment at 3 elevations along the wall height (mud line, tidal zone, splash zone) for a total of approximately 75 locations. Contractor shall be responsible for cleaning the sheet piling as required to properly conduct the test. In addition, Contractor shall document defects photographically.

5.1.h. Contractor shall have a licensed engineer accompany the dive crew to guide the inspection and record observations.

5.2. Contractor shall excavate a test pit on Mallory Pier where the road is sinking. See drawings P-2 and P-6. The Contractor shall carefully remove existing pavement and excavate the underlying fill to determine the root cause of the fill erosion. Upon completion, Contractor shall back fill, compact and restore the asphalt pavement. Contractor shall provide a 1” thick steel roadway plate to cover the pit in the event that vehicular traffic needs access to the road.

5.2.a. Contractor shall provide a licensed engineer on site during the underwater inspection and test pit excavation.

5.2.b. The test pit excavation shall encompass the following:

5.2.b.1. Area is accessible by back hoe 5.2.b.2 Pit shall be approximately 5 ft x 5 ft x 5-10 ft deep 5.2.b.3. Shoring is required using 3’ stock lumber 5.2.b.4. Roadway plate is required 5.2.b.5 Contractor shall restore surface with asphalt patch

5.3 REQUIREMENTS

5.3.a. The contractor must have demonstrated licensed civil engineering experience and provided a workforce that have knowledge to meet the requirements in this SOW.

5.3.b. The Prospective Offeror is required to attend the scheduled site visit prior to submitting its proposal in response to this solicitation.

5.3.c. The Civil Engineer must show proof of certifications required to do the work in this SOW and shall be responsible for completing the tasks in this SOW.

6.0 DELIVERABLES/MILESTONES

6.1. The contractor shall furnish all labor and material, transportation and supervision in the performance of all tasks detailed in this statement of work.

6.2. The Contractor will ensure all materials and parts are compatible with the specific unit specified in this statement of work.

6.3. Contractor shall ensure that all systems will be checked, tested and started.

6.4. Any damage to existing facilities or appurtenances shall be repaired or replaced in kind, by the contractor at no additional cost to the Government.

6.5. Examine existing conditions prior to any repair activities, a site visit will be scheduled to inspect the site where services are to be performed.

6.6. Excess material and debris shall be disposed of in accordance with local and state ordinances at Contractor’s expense.

6.7. Contractors shall be licensed, bonded and insured as mandated by federal, state and local municipal regulations.

6.8. Contractor shall provide a summary report of the findings and recommendations for repairs.

6.9. Contractor shall provide scope of work and proposal documents, including detailed drawings, specifications and estimates, to repair the pier pavement and the remediate the steel sheet piling.

7.0 PERSONNEL/KEY PERSONNEL

The contractor is responsible for providing personnel with the necessary level of expertise to support the task activities and requirements in this SOW. The contractor shall provide a single point of contact that shall serve as the project manager for the life of the Award.

Key personnel proposed must include at a minimum a licensed certified Civil Engineer with at least 3 years of experience performing similar work within the last five (5) years.

8.0 SAFETY REQUIREMENTS

8.1. It is the responsibility of the contractor to take appropriate measures in accordance with all local, state, and federal environmental and occupational safety and health laws and regulations.

8.2. The contractor shall be aware of the potential presence of hazardous materials, specifically lead-based paint and asbestos, in any buildings located at the USMMA.

8.3. All work is to conform to federal, state and local building regulations and codes.

8.4. Maintain a work area compliant with safety standards.

8.5. Area worked on shall be cleaned and secured on a daily basis.

8.6. No vehicles shall be driven on the sidewalks or grass. Unless granted specific exception due to site access limitations. Repair of landscape, if any, will be the sole responsibility of the contractor.

8.7. Make every effort to minimize the impact to the daily routine of the Academy.

9.0 TASK ORDER CLOSE OUT

Materials and labor to be warranted for a minimum of one year after completion of installation, and equipment to be warranted per manufacturer.

10.0 GOVERNMENT FURNISHED PROPERTY, MATERIAL, EQUIPMENT OR

INFORMATION

10.1. The contractor shall be furnished six (6) pictures of the Mallory Pier and the description of the work that needs to be done.

10.2. Drawings P-2 and P-6.

11.0 PLACE OF PERFORMANCE

Contractor will perform the task at Mallory Pier, USMMA, 300 Steamboat Road, Kings Point, N.Y. 11024

12.0 PERIOD OF PERFORMANCE

Work is to be completed within 30 calendar days after NTP is approved. Work is to be performed during normal business hours 0700 to 1630, Monday through Friday unless approval is granted by the Contracting Officer.

13.0 CONSIDERATIONS

13.1. Submit schedule at least seven (7) days in advance of work to be accomplished for approval.

13.2. Submit schedule showing area to be worked on, dates of work, and estimated timeline for completion of the task(s).

13.3. Maintain communication with the COR (and immediately inform the COR of any unforeseen issues or problems that arise).

13.4. Inform COR of any anticipated disruption in services for construction at least three (3) days in advance

14.0 ACCRONYMS

CFR Code of Federal Regulations COR Contract Officer Representative EPA The United States Environmental Protection Agency MARAD United States Maritime Administration NTP Notice to Proceed TBD To Be Determined USMMA Unites States Merchant Marine Academy