693JF72344035

Award Purpose

The project consists of four construction elements at the Port of Muskogee on the McClellan Kerr Arkansas River Navigation System:

1. Reconstruction of the main dock at Oakley Terminal.
2. Construction of a new heavy lift dock.
3. Reconstruction of on dock rail.
4. Construction of a new flexible use warehouse.

Activities to be Performed

The scope of work of the project consists of the following components:

**Component 1: Engineering and Construction Management Services**
Element 1: Preliminary engineering to the 60 percent design level.
Element 2: Final design through PS and E for Component 4.
Element 3: Construction management and inspection.
Element 4: Environmental analysis.

**Component 2: Grant Program Administration**
Independent contractor administration support services for grant management oversight including MARAD compliance and communication, project reporting, and reimbursements.

**Component 3: Legal Accounting and Audit Services**
Ancillary contracted services for single audit and legal services as needed for contract review, etc.

**Component 4: Construction**
Element 1: Dockside rail main cargo wharf replacement.

Demolition of existing railroad, existing railroad ballast pavement, existing 24" steel stormwater pipe, existing bulkhead support and pile, grain conveyor pit and equipment, existing stairs and gangway, existing concrete associated with the existing dock, existing riprap embankment associated with the existing rail site improvements.

Installation of approximately 1300 linear feet (LF) of rail and ties with corresponding railroad ballast, approximately 7800 square feet (SF) of 8" 5" heavy duty concrete pavement, approximately 70 LF of 24" steel stormwater pipe.

Wharf improvements: approximately 360 LF of new bulkhead wall, bank stabilization utilizing riprap and geotextile fabric, approximately 200 LF of safety rail fender system, approximately 2000 square yards (SY) of concrete deck, bollards, ladders, gangway and stairs, 12" curb, utilities, 24" steel stormwater pipe, and electrical.

Erosion and sediment control: approximately 2100 LF of silt fence, seeded sodded areas disturbed, approximately 400 LF of turbidity curtain.

Element 2: New heavy lift dock.

Demolition of approximately 22500 SF of existing concrete pavement, approximately 2000 SF of existing building structure, port equipment, grain pit and conveyor, approximately 650 LF of overhead electrical lines and six overhead electric poles, approximately 130 LF of existing water line cut cap, approximately 50 LF of existing 12" corrugated plastic pipe, existing storm structure, approximately 700 cubic yards (CY) of existing embankment, approximately 90 LF of existing gas line cut cap.

Site improvements: approximately 3550 SY of heavy lift dock, approximately 14225 SF of 8" 5" heavy duty concrete pavement, approximately 80 LF of safety rail fender system, bollards, 12" curb, utilities route, approximately 650 LF of electrical line underground, relocate one electrical transformer.

Erosion and sediment control: approximately 550 LF turbidity curtain, approximately 2100 tons of rip rap for bank stabilization, seeded sodded area.

Element 3: New warehouse.

Demolition of approximately 92900 SF of existing gravel, approximately 33900 SF of clear and grub, approximately 2700 SF of existing building and foundation, approximately 20000 SF of existing transit warehouse and foundation.

Site improvements: construction of a new 36000 SF warehouse, approximately 86800 SF of 8" 5" heavy duty concrete pavement, approximately 2800 SF of 5" 5" light duty concrete pavement, approximately 265 LF of concrete curb and gutter, approximately 70 SY of concrete sidewalk.

Utilities: approximately 200 LF of sanitary sewer pipe and appurtenances, approximately 210 LF of water pipe and appurtenances, approximately 225 LF of gas pipe and appurtenances, approximately 75 LF of underground electric line and appurtenances, approximately 50 LF of underground telecom line and appurtenances.

Erosion and sediment control: approximately 830 LF of silt fence, seeded sodded area.

Element 4: Project quality assurance, quality control, and safety program.

QA QC engineer will follow strict 6 step quality process for all elements of project.

Written and qualified safety and emergency action contact plans and placarding posting will be a contract requirement of all contractors and subcontractors performing project work.

Periodic compliance checks will be made during the construction process.

Deliverables

Expected outcomes from Schedule G of the grant agreement, page 13: measure gross tons.

**Category and Description: Economic Competitiveness**
The movement of gross tonnage of freight in the area defined by the project study area.

**Secondary Variable:** Types of freight, types of intermodal transport.

**Measurement Frequency:** Quarterly.

Measure vessel calls.

**Category and Description: Economic Competitiveness**
Vessel type and or freight capacity of the vessel calling to the area defined in the project study area.

**Measurement Frequency:** Quarterly.

Intended beneficiary: Muskogee City County Port Authority.

Subrecipient activities: None.

Muskogee City-County Port Authority

ASSIST IN FUNDING ELIGIBLE PROJECTS FOR THE PURPOSE OF IMPROVING THE SAFETY EFFICIENCY OR RELIABILITY OF THE MOVEMENT OF GOODS THROUGH PORTS AND INTERMODAL CONNECTIONS TO PORTS.

20.823 - Port Infrastructure Development Program

Maritime Administration (MARAD) [DOT]

Fort Gibson, Oklahoma 74434-7304 United States

Single Zip Code

2022 Port Infrastructure Development Program Grants (MA-PID-22-001)