Attach1 SOS_Repair Finger Pier Floating Dock_21055010_09Aug2022.pdf

Department of Homeland Security United States Coast Guard

SCOPE OF SERVICES FOR

Repair Finger Pier Floating Dock

AT THE

U.S. COAST GUARD ACADEMY

NEW LONDON, CT

(NEW LONDON COUNTY)

PROJECT NO. 21055010

Garrett Starasinic

Design Project Manager

Gerry Gosselin, P.E.

Chief of Construction & Engineering

CDR Mike Cost, Facilities Engineer Chief of Division

U.S. Coast Guard Academy Project No. 21055010

SCOPE OF SERVICES

Project Location

The project site is along the south side of the concrete causeway to the Seamanship Center at the United States Coast Guard Academy located at 15 Mohegan Avenue, New London, CT (New London County).

Project Description

Services include miscellaneous repairs to the floating finger pier as identified in the annotated reference drawings at the end of this document. Repair locations on the drawings and the bill of materials below were developed by a technical representative from the manufacturer (POC: Mr. Jay Varga, o: 203-292-9138, c: 203-257-6013, jvarga@bellingham-marine.com). Services include righting of a dislocated finger pier float as necessary to perform the respective repairs in that location (see photos 3 and 4 on page 4).

Bill of Materials

The floating finger pier is a proprietary waler-connected floating dock system manufactured by Bellingham Marine. As such, the repair contractor shall procure and install the following custom materials and fabrications from the manufacturer to ensure full compatibility and system integrity (note: drawing numbers refer to the annotated reference drawings provided):

Drawing L1

(4) each outside 4”x10”x20’ walers.

(2) each inside 4”x10”x20’ walers.

(30) each 8’-4 ½” galvanized thru rods with hardware.

(4) each 8’-5 ½” galvanized thru rods with hardware.

(1) each 4’x4’ galvanized tri-frame only.

Drawing L2

(1) each 4”x10”x20’ outside waler.

(1) each 4”x10”x15’ inside waler.

(1) each 4”x10”x17’-6” outside waler.

(1) each 4”x10”x18’-8” inside waler.

(1) each 4”x10”x5’ inside waler.

(3) each 2”x10”x20’ rub boards.

(20) each 8’ – 4 ½” galvanized thru rods with hardware.

(4) each 8’ – 5 ½” galvanized thru rods with hardware.

(2) each 4’x4’ galvanized tri-frames only. (1 T3 and 1 T3A)

(10) each 3’ – 11 ¾” galvanized thru rods.

(7) each 9 ¼” SS stud with coupler nuts.

Contractor Use of Premises

The Contractor shall have limited use of the premises for work operations, including use of the site as specified by the Contracting Officer’s Representative (COR). Material storage and work areas shall be as designated by the COR.

Toilet facilities designated for use by the Contractor’s personnel shall be specified by the COR.

Keep facilities clean and free of nuisance at all times.

All on-site operations shall be performed between the hours of 7 a.m. and 4:00 p.m. local time, Monday through Friday. Submit requests to the COR at least 72 hours in advance for permission to work outside the normal working hours or on Saturdays, Sundays, or Federal holidays.

Coordination of Inspection

The Contractor shall contact the COR prior to the start of any work. No work shall commence or be covered up prior to approval of the COR.

Contractor Parking and Storage of Material

The Contractor will be permitted to park in designated stalls adjacent to the work site. The Contractor will be assigned areas near the work site for storage.

Waste Generation

The Contractor shall be responsible for the proper management and disposal of all wastes generated, including prevention of water-borne debris. No wastes generated shall be placed in any waste collection device located at the Academy.

Reference Drawings Finger Pier shop drawings, Job #2454, 10 sheets, annotated by Bellingham Marine technical representative (POC: Mr. Jay Varga).

Period of Performance All services shall be completed within 12 weeks of award.

Contracting Officer’s Representative The COR for this contract is LT Christian Reed (860.701.6127, Christian.D.Reed@uscg.mil).

Site Photos

Photo 1: View Looking East from Eagle Drive

Photo 2: View Looking South from Jacob’s Rock Causeway

Photo 3: View Looking Southwest

Photo 4: View Looking East

Photo 5: View of Tri-Frame with Cover Removed

Photo 6: Closeup View of Tri-Frame Connection

Photo 7: View of Loose Tri-Frame

Photo 8: View Looking North

END OF SCOPE OF SERVICES