25-0425 1101 FORKLIFT RAMP - SOW.pdf

PDF 637 KB Posted Jul 22, 2025

Attached to: 1101 Forklift Ramp
Solicitation number: N4008525R9014
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Jul 22, 2025

This document is a Statement of Work (SOW) for the repair of a forklift ramp at Building 1101 located at Camp Lejeune, North Carolina. The project involves demolishing a portion of the existing asphalt and metal gate, and constructing a new concrete forklift ramp approximately 10 feet long. The new concrete shall be a minimum 8-inches deep, 3500-psi fiber-reinforced concrete with specific requirements for installation, including use of fiber reinforcement, expansion joints, and precise finishing techniques.

The project requires detailed submittal of concrete mix composition, batch tickets, and adherence to specific construction standards. Key technical specifications include using 1-1/2 inch compressible expansion joints, mechanically cut relief joints, precise concrete placement and curing procedures, and complete site cleanup. The work is part of a Naval Facilities Engineering Command project limited to pre-approved MACC (Multiple Award Construction Contract) contractors for the Camp Lejeune area of responsibility, with the solicitation number N4008525R9014.

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Other files

File	Type	Posted
Amendment 0001 25R9014.pdf	PDF	Jul 31, 2025
RFP 1101 Forklift Ramp.pdf	PDF	Jul 22, 2025
MAXIMO Initial Equipment Inventory and Replacement.pdf	PDF	Jul 22, 2025
Combined DIV 01 specs small projects.pdf	PDF	Jul 22, 2025
25-0425 1101 FORKLIFT RAMP - SUBMITTAL REGISTER.pdf	PDF	Jul 22, 2025
Contractor Environmental Guide Updated Format_20231009 with ESOP.pdf	PDF	Jul 22, 2025

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S1144

S1007

S1017

BIRCH ST

ASH ST

GIBB RD

CENTER RD

CAMP LEJEUNE, N.C.

LOCATION MAP DRAWING INDEXAREA MAP

25-0425

REPAIR FORKLIFT RAMP

BLDG 1101LOCATION

MAP

AREA MAP

VICINITY MAP

BLDG

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NORTHEAST CREEK

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LEJEUNE BLVD

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TO WILMINGTON

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LEJEUNE RAILROAD

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PARTRIDGE

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SNIPE

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LANDFILL

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ROICC OFFICE BLDG 1005

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DRMO

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FRENCH CREEK BORROW PIT

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NEUSE

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%%UOAK GROVE

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FORKLIFT RAMP REPAIR BLDG 1101

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PROJECT # 25M052CN

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CONTRACT # 25-0425

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG 1101

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TITLE PAGE

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SHEET #

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SHEET NAME

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TITLE SHEET, AREA MAPS

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NOTES/OVERALL PLAN

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RAMP PLANS

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DETAILS; NOTES

AREA OF WORK.

SEE A2

1101 OVERALL PLAN1

NOT TO SCALE

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FORKLIFT RAMP REPAIR BLDG 1101

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PROJECT # 25M052CN

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CONTRACT # 25-0425

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG 1101

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NOTES/OVERALL PLAN

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AutoCAD SHX Text 1005 OFFICE REPAIRS SCOPE OF WORK: The contractor shall provide all material, labor, equipment and supervision required to accomplish The contractor shall provide all material, labor, equipment and supervision required to accomplish the following. GENERAL DESCRIPTION: This scope of work is to be accomplished at Building 1101 located on Gibb Rd. aboard, Camp This scope of work is to be accomplished at Building 1101 located on Gibb Rd. aboard, Camp Lejeune, North Carolina. The work includes installation of new concrete forklift ramp for the tenants of bldg 1101. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own field measurements in determining : The contractor shall take his own field measurements in determining required materials and costs for the following. SPECIAL SCHEDULING AND ACCESS: Access and scheduling to the work area shall be arranged through Contracting Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office and the tenant of the building. Point of Contact for access to building is Mark Ramsdell 910-451-0483. NOTES: 1. The measurements and quantities furnished here are for reference only. The contractor is responsible for The measurements and quantities furnished here are for reference only. The contractor is responsible for actual field verification prior to bidding, ordering material and during every step of construction for existing surfaces, dimensions and conditions. 2. Repair, refinish of areas damaged or disturbed by new work to be provided under this contract. Repair, refinish of areas damaged or disturbed by new work to be provided under this contract. 3. Properly remove, haul, and dispose of all debris. The Base Landfill may be utilized. The contractor shall not Properly remove, haul, and dispose of all debris. The Base Landfill may be utilized. The contractor shall not utilize the dumpster provided by Camp Lejeune for the occupants of the buildings. The hours of operations The hours of operations are 0730-1530 Monday- Thursday and 0730-1430 on Friday. delivery of acceptable materials (identified above) shall be by appointment only. Appointment made by phone at 1-910-457-5011 or 1-910-451-2946. 4. The Contracting officer will register the contract via E-mail, with the base landfill. All haul vehicles will The Contracting officer will register the contract via E-mail, with the base landfill. All haul vehicles will maintain a secure vehicle placed as a condition to utilize the scale. E-mail the contractors information to the Landfill Clerk, include the name on the Prime contractor, contract number, job name / description, completion date and whether or not any above material will be delivered to the Landfill. 5. Prior to performing "HOT WORK" (welding, cutting, ect.) or operating other flame -producing spark producing Prior to performing "HOT WORK" (welding, cutting, ect.) or operating other flame -producing spark producing devices, a written permit shall be requested from the Fire Division. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. The contractor will provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal "HOT WORK". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "HOT WORK" done at this activity. The Fire watch shall be trained in accordance with NFPA 51B and remain on site for a minimum of thirty (30) minutes after work is completed. 6. Contractor is to be aware of all rules, regulation and codes required for successful completion of project.Contractor is to be aware of all rules, regulation and codes required for successful completion of project.

AutoCAD SHX Text SUBMITTALS: 1. AFTER AWARD: The Contractor shall furnish the DSC-EMI, material, specifications for selection and AFTER AWARD: The Contractor shall furnish the DSC-EMI, material, specifications for selection and approval prior to the ordering and installation of said materials. 2. The contractor is required to submit a schedule detailing when they and or any subcontractor will The contractor is required to submit a schedule detailing when they and or any subcontractor will be working. The schedule must be approved by Government before beginning work. 3. The contractor shall submit the manufacture's product specifications, complete with technical The contractor shall submit the manufacture's product specifications, complete with technical products data for all of the material being used in this process. The product specification shall as a minimum, provide the technical details on the following items. 4. Submit: Submit: A. SHOP DRAWINGS. SHOP DRAWINGS. B. INSTALLATION DRAWINGS /shop drawings INSTALLATION DRAWINGS /shop drawings C. PRODUCT DATA PRODUCT DATA C.A. Manufactures technical data Sheet Manufactures technical data Sheet C.B. Material Safety Data Sheets (MADA) Material Safety Data Sheets (MADA) C.C. Maintenance Data Maintenance Data D. WARRANTY ( 10 year Commercial Limited Warranty) WARRANTY ( 10 year Commercial Limited Warranty) 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience in construction similar in Fabricator Qualifications: Minimum of three years documented experience in construction similar in scope and complexity to this Project. Currently certified by the manufacturer as acceptable fabricator. 6.2. Installer Qualification: Minimum of three years documented installation experience for project Installer Qualification: Minimum of three years documented installation experience for project similar in scope and complexity to this project and currently certified by manufacturer as an acceptable installer.

NEW FORKLIFT RAMP RENO PLAN2

DEMOLITION NOTES

NEW FORKLIFT RAMP DEMO PLAN1

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FORKLIFT RAMP REPAIR BLDG 1101

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PROJECT # 25M052CN

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CONTRACT # 25-0425

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG 1101

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RAMP PLANS

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AREA OF EXISTING ASPHALT TO BE REMOVED.

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AutoCAD SHX Text PORTION OF EXISTING METAL GRATE TO BE REMOVED FOR INSTALLATION OF NEW FORKLIFT RAMP. APPROX. 10'

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RENOVATION NOTES

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AutoCAD SHX Text NEW CONCRETE RAMP. SEE DETAILS. REPAIR ANY ASPHALT DAMAGED DURING DEMOLITION/CONSTRUCTION.

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EXISTING FORKLIFT RAMP TO REMAIN

EXISTING RAMP TO REMAIN

NEW RAMP LONGITUDINAL SECTION1

NEW RAMP TRANSVERSE SECTION2

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#6 BARS @ 12"O.C. T&B

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#4 BARS @ 12"O.C. T&B

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EXISTING ASPHALT. REMOVE ASPHALT AS REQUIRED FOR CONC INSTALLATION

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EXISTING CONC. GUTTER

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12" EXPANSION JOINT W/ SELF LEVELING COUNPOUND

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4" X " DIA. DOWELS. 58" DIA. DOWELS. EMBED 2" INTO EXIST CONC.

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EXISTING LOADING DOCK

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8" THICK CONCRETE RAMP 3500 PSI CONCRETE AT 28 DAYS

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PROVIDE 1" CHAMFER ON OPEN EDGE

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#4 BARS @ 12"O.C. T&B

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EXISTING RAMP

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12" EXPANSION JOINT W/ SELF LEVELING COUNPOUND

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FORKLIFT RAMP REPAIR BLDG 1101

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PROJECT # 25M052CN

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CONTRACT # 25-0425

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG 1101

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DETAILS

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Ramp 1. New concrete shall be a minimum 8-inch deep, New concrete shall be a minimum 8-inch deep, 3500-psi fibrillated fiber reinforced concrete. Height, length and width as shown on plans. 1.1. Fibrillated fiber reinforced concrete shall be a Fibrillated fiber reinforced concrete shall be a minimum of 3500-psi with a maximum 4-inch slump. 1.1.1. The water -cement ratio shall not exceed The water -cement ratio shall not exceed the manufacturer's recommendations. The contractor shall provide a batch ticket to the contracting officer, stating the cement water ratio needed for a 4-inch slump and the amount of water added by the receiver. 1.1.2. Fibrillated fiber reinforcement shall have a Fibrillated fiber reinforcement shall have a minimum ratio of 1-1/2 lbs per yard. 2. Expansion joints consisting of 1/2" compressible Expansion joints consisting of 1/2" compressible material should be placed wherever the new ramp abuts another rigid structure. 3. Surfaces shall have a broom finish. The only means Surfaces shall have a broom finish. The only means a contractor shall add water to the surface of the concrete for finishing is with fog spray or wet burlap. 4. Mechanically cut relief joint no further then 1.5 Mechanically cut relief joint no further then 1.5 times the sidewalk width. 4.1. Relief joints shall be mechanically cut to into Relief joints shall be mechanically cut to into the concrete within 24 hours of the concrete being poured. 4.2. Saw cut relief joints to a minimum depth of Saw cut relief joints to a minimum depth of a ¼- inch for every 1-inch thickness of concrete poured. 5. All debris shall be removed from the work site on All debris shall be removed from the work site on a daily basis. 6. Concrete shall be replaced within 72 hours of Concrete shall be replaced within 72 hours of removal, weather permitting. 7. Forms shall be removed and the ground backfilled, Forms shall be removed and the ground backfilled, with top soil, around sidewalks to prevent tripping hazards. SUBMITTALS: : 1. The contractor shall provide a written report The contractor shall provide a written report detailing the composition of the concrete mix before commencement of work. 2. The contractor shall provide a copy of the batch The contractor shall provide a copy of the batch ticket to the contracting officer upon completion of the pour for verification of the composition of the delivered mix.

Sheets and Views

1101 Warehouse Ramp-Title Page

1101 Warehouse Ramp-A1

1101 Warehouse Ramp-A2

1101 Warehouse Ramp-A3

File details come from the government source that posted it. Updated Jul 22, 2025.