Attachment 0001 - Statement of Work.pdf

NITED STATES DEPARTMENT OF COMMERCE

National Oceanic and Atmospheric Administration

NATIONAL OCEAN SERVICE

Center for Operational Oceanographic Products and Services Field Operations Division, Atlantic Operations Branch 672 Independence Parkway Chesapeake, VA 23320

Statement of Work Ogdensburg, NY

Construction Services

Project Information

The project is located at the U.S. Customs and Border Protection (CBP) Ogdensburg Station in Ogdensburg, NY (Figure 1) at the north‐west area of the parking lot where shown. The Ogdensburg Station is located at 127 N Water St, Ogdensburg, NY 13669. NOAA has moved the water level monitoring station to this site and requires a cast‐in‐place reinforced concrete pad foundation to support future infrastructure to be installed.

The overall dimensions of the concrete foundation is approximately 12’ long x 7’ wide x 5’ deep. See detailed drawings titled “Foundations.pdf” for exact specifications. Five additional footings are required to support bollards. The footing dimensions are 18” diameter and 4 foot deep. NOAA will provide the bollards.

The Contractor is to provide all tools and materials necessary to excavate area and pour pad per specification in drawing package titled “Foundations.pdf”. List of GFE (Government furnished Equipment) and CFE (Contractor Furnished equipment) is listed in tables below and called out in the “Foundations.pdf” drawing package. The contractor shall protect the existing seawall and site. Contractor shall provide an opening for underground sheet pile tie back, cables, utility lines, etc on concrete foundation if encountered. The CBP sewall will not be damaged or weakened.

All contractor personel and subcontractors must pass a CBP background check prior to gaining access to work site. To be considered for this Award, the contractor must provide proof that the contractor, contractor personnel, and subcontractors have passed the background check and can access the site. As part of the proposal, a full list of all persons including sub contactors who will be working on site must be provided along with a photocopy of a current, valid drivers license. Failure to provide this information will result in an incomplete proposal and will be deemed technically unaceptable. The contract will not be finalized/awarded until the backround check is complete.

All contractors must be licensed in the State of New York to perfrom this work. It will be the contractors responsibility to properly dispose of all excavation material per New York State and City of Ogdensburg regulations. Work must be completed while observing all applicable fereral, state, and local laws and regulations pertaining to safety, security and environmental compliance .

Site Visit:

1. The contractor and its subcontractors are encouraged to attend a site visit to fully understand the complexities of the project. The site visit times and dates can be coordinated with the government point of contact listed at the end of this document.

2. During the site visit, the contractor will have the opportunity to review the scope requirements, and inspect current site conditions.

3. Someone from General Services Administration (Property Owner) and/or CBP will be available on site to provide access.

4. State license or government identification is required and all personnel will need to pass a background check at least five business before the site visit is scheduled.

Period of Performance:

A. The contractor shall complete all work herein by April 1, 2024.

B. The Government desires completion of the work as quickly as possible. An efficient and expeditious execution of work is required.

C. The contractor shall provide a schedule with their proposal that outlines the expected completion date.

GOVERNMENT POINT OF CONTACT:

Albert Sanford – Physical Scientist

(757) 618 - 9166 Gov Cell Albert.Sanford@noaa.gov

Figure 1: Google earth image of work site. Location on C&B secured facility and the Red Box represents the work area.

Figure 2: Picture of the work site from a boat. Yellow Star marks area of Concrete Pad.

Item GFE (Government Furnished Equipment) Sheet # Page # Comments

1 ROHN TOWER EMBEDMENT G‐03, S‐03 4, 7

2 ANCHOR ROD TEMPLATE AND ANCHORS S‐06, S‐07 10, 11

3 BOLLARDS AND ANCHORS FOR BOLLARDS G‐02, G‐03, S‐08 3, 4, 12

Table 1: GFE

Item CFE (Contractor Furnished Equipment)

Sheet # Page # Comments

1 All Concrete Min 3500 PSI at 28 days G‐03 4

2 ½ Expansion Joint G‐03 4

3 Asphalt G‐03 4 See Note 4

4 10 Mil Vapor Barrier G‐03 4

5 Gravel Material G‐03, S‐02, S‐03, S‐04, S‐05 4, 6, 7, 8, 9

6 Granular Fill G‐03 4

7 #4, #5, and #6 Rebar S‐01, S‐02, S‐03, S‐04, S‐05 & S‐08

5, 6, 7, 8 , 9 &

Table 2: CFE