25-0428 RR24-RR44 SIDEWALK - TOWER PAD - SOW.pdf

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RR24-RR44 Sidewalk Repairs and MCASNR MTI Reflector Towers Concrete Pads
Solicitation number
N4008526R9076
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Written by GovTribe AI ·

This document set contains technical design and construction specifications for two separate federal military construction projects.

Project 25-0428: RR44-RR24 Sidewalk Repairs at Camp Lejeune, North Carolina involves removal and replacement of damaged concrete sidewalks in the Stone Bay area. The contractor must provide all materials, labor, equipment, and supervision to accomplish the work, including cutting sidewalks with a concrete saw at each end of sections being removed to ensure straight edges, removing damaged sections, and replacing with new 4-inch deep, 3,000-psi concrete at existing height, length, and width. Forms must be removed and ground backfilled to prevent tripping hazards. The scope includes verifying exact quantities at a pre-bid site visit, testing subsurface conditions prior to forming and replacing, and properly disposing of all debris. Submittals required include RDICC material specifications for concrete selection, a detailed construction schedule, manufacturer's product specifications with technical data, and shop drawings. Fabricator qualifications require a minimum of three years documented experience in construction similar in scope and complexity, and installer qualifications require three years documented installation experience.

Project 26-0405: MTI Reflector Towers New Concrete Pads at New River Air Station, North Carolina requires construction of four new 20-foot by 22-foot concrete slabs measuring 6 inches deep over crushed rock at existing MTI reflector locations. The contractor must perform own field measurements to determine required materials and costs, arrange scheduling through the Contracting Officer's Representative, and provide all materials, labor, equipment, and supervision. New concrete must be minimum 4-inch deep, 4,000-psi fibrillated fiber-reinforced concrete with height, length, and width as shown on plans, placed over compacted crushed stone subgrade. The work includes installing 2-inch Schedule 40 PVC conduits, constructing retaining walls with concrete footings, installing expansion joints, and adding water to concrete surfaces for finishing. Similar submittals and qualifications apply, with expansion joints consisting of 1/2-inch compressible material placed where new pads abut existing rigid concrete surfaces.

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Other files

File Type Posted
Amend 0005.pdf PDF
Amend 0004.pdf PDF
Amend 0003.pdf PDF
Amend 0002.pdf PDF
Amend 0001.pdf PDF
Contractor Environmental Guide Updated Format_20231009 with ESOP.pdf PDF
25-0428 RR24-RR44 SIDEWALK - TOWER PAD - SR.pdf PDF
RFP 250428.pdf PDF
MAXIMO Initial Equipment Inventory and Replacement.pdf PDF
Combined DIV 01 specs small projects.pdf PDF
25-0428 RR24-RR44 SIDEWALK - TOWER PAD - PD.pdf PDF
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SRR117

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RR44

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RR24

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TTS AVE

W POWDER LN

E POWDER LN

STONE BAY, CAMP LEJEUNE, N.C.

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25-0428

RR44 - RR 24 SIDEWALK REPAIRSLOCATION

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SNIPE

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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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%%UOAK GROVE

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%%UCHERRY POINT

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RR44 - RR24 SIDEWALK REPAIRS

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PROJECT # 25M055CN

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CONTRACT # 25-0428

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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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POWDER LN

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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, SOW, DETAILS

SIDEWALK DETAILS1

1"

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CONCRETE SIDEWALK

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%%UTYP. RELIEF JOINT

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1/4" WIDE SAWCUT (SEALED)

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6X6X10/10 WWM

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%%USLAB CONNECTION DETAIL

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JOINT SEALER

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MATERIAL

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NON- EXTRUDED PREMOULDED

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JOINT FILLER(A.S.T.M. D-175)

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EXISTING CONCRETE

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NEW CONCRETE

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6X6X10/10 WWM

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RR44 - RR24 SIDEWALK REPAIRS

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PROJECT # 25M055CN

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CONTRACT # 25-0428

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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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POWDER LN

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NOTES/SOW/DETAILS

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AutoCAD SHX Text WILSON GATE GUARD RAIL REPAIRS: SCOPE OF WORK: The contractor shall provide all material, labor, equipment and supervision required to 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 the off Powder Lane in Stone Bay, This scope of work is to be accomplished at the off Powder Lane in Stone Bay, Camp Lejeune NC. The work includes removal and replacement of damaged sidewalks. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own field measurements in : 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 Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office. Point of Contact for access to site is Contracting Officer"s Representative for the OICC office. NOTES: 1. The measurements and quantities furnished here are for reference only. The contractor is 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 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 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 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 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 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 ROICC, material, specifications for selection and AFTER AWARD: The Contractor shall furnish the ROICC, 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 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.

AutoCAD SHX Text SCOPE OF WORK: 1. Cut sidewalks with a concrete saw at each end of the sections being removed, to insure a straight edge. The Cut sidewalks with a concrete saw at each end of the sections being removed, to insure a straight edge. The sections being removed are marked with orange marking paint. 2. Remove and dispose of damaged concrete sidewalks. There is approximately 415 linear feet of 5 foot wide sidewalk Remove and dispose of damaged concrete sidewalks. There is approximately 415 linear feet of 5 foot wide sidewalk to be replaced. Contractor required to verify exact quantity at pre-bid site visit. 3. Existing sidewalks are of various thicknesses, and are to be formed and replaced with 4-inch deep, wire Existing sidewalks are of various thicknesses, and are to be formed and replaced with 4-inch deep, wire reinforced, 3,000-psi concrete at existing height, length and width. 4. There is approximately 2,075 square feet of sidewalks to be poured. Sidewalks must be re poured so water does There is approximately 2,075 square feet of sidewalks to be poured. Sidewalks must be re poured so water does not stand on walk, surfaces will be broom finished. Relief joints are to match the existing sidewalks, 5' O.C. max. 5. All debris must be removed from the work site on a daily basis. All debris must be removed from the work site on a daily basis. 6. Concrete shall be replaced within 72 hours of removal, weather permitting. Concrete shall be replaced within 72 hours of removal, weather permitting. 7. Forms shall be removed and the ground backfilled around sidewalks to prevent tripping hazards. Replacement Forms shall be removed and the ground backfilled around sidewalks to prevent tripping hazards. Replacement areas shall be barricaded off until concrete has been poured and forms removed and ground has be backfilled around forms. 8. Contractor shall repair all grass, grounds and roads disturbed by construction to original state prior to Contractor shall repair all grass, grounds and roads disturbed by construction to original state prior to construction.

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OSPREY POND

SAS3534

AS3525

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NEW RIVER AIR STATION, N.C.

LOCATION MAP AREA MAP

26-0405

MTI REFLECTOR TOWERS

NEW CONCRETE PADSLOCATION

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NORTHEAST CREEK

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LEJEUNE BLVD

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TO WILMINGTON

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VERONA LOOP ROAD

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PADGETT RD

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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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AutoCAD SHX Text %%uCAMP LEJUENE

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%%UOAK GROVE

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%%UCHERRY POINT

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USMC CAMP LEJEUNE

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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

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FLOOR PLAN, NOTES

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DETAILS

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NOTES/OVERALL PLAN

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AutoCAD SHX Text MTI REFLECTOR PADS SCOPE OF WORK: The contractor shall provide all material, labor, equipment and 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 on the flightline This scope of work is to be accomplished on the flightline located on New River Air Station, North Carolina. The work includes pouring (4) new 4" concrete slabs measuring 20'x22'-6" each over crushed rock at existing MTI reflector locations. (3) of the sites will include minimal site work to ensure level slab, (1) site includes building of retaining wall and dirt infill to create level slab. To accomplish this the contractor will be required to build as indicated on drawings. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own : 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 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 contracting officer. NOTES: 1. The measurements and quantities furnished here are for reference only. 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 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 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 are 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 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 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 Contractor is to be aware of all rules, regulation and codes required for successful completion of project. 7. Preserve and protect all communication lines.Preserve and protect all communication lines.

AutoCAD SHX Text SUBMITTALS: 1. AFTER AWARD: The Contractor shall furnish the ROICC, material, AFTER AWARD: The Contractor shall furnish the ROICC, 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 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, 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 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 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 Concrete: 1. New concrete shall be a minimum 4-inch deep, 4000-psi New concrete shall be a minimum 4-inch deep, 4000-psi fibrillated fiber reinforced concrete. Height, length and width as shown on plans. 1.1. Fibrillated fiber reinforced concrete shall be a minimum of Fibrillated fiber reinforced concrete shall be a minimum of 4000-psi with a maximum 4-inch slump. 1.1.1. The water -cement ratio shall not exceed the 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 minimum Fibrillated fiber reinforcement shall have a minimum ratio of 1-1/2 lbs per yard. 2. Expansion joints consisting of 1/2" compressible material Expansion joints consisting of 1/2" compressible material should be placed wherever the new pad abuts another rigid structure. 3. Surfaces shall have a broom finish. The only means a 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 as shown on plans. Mechanically cut relief joint as shown on plans. 4.1. Relief joints shall be mechanically cut to into the concrete 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 a ¼- inch 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 a daily All debris shall be removed from the work site on a daily basis. 6. Forms shall be removed and the ground backfilled, with top Forms shall be removed and the ground backfilled, with top soil to prevent tripping hazards.

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NEW CONCRETE PAD PLAN1

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EXISTING 2'6"X2'6" GUY WIRE FOUNDATION

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EXISTING 2'6"X2'6" GUY WIRE FOUNDATION

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EXISTING 2'6"X2'6" GUY WIRE FOUNDATION

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EXISTING 3'0"X3'0" MTI REFLECTOR FOUNDATION

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AutoCAD SHX Text INSTALL (2) 2" SCH. 40 PVC CONDUITS. EXTEND CONDUITS 5'-0" BEYOND SLAB AT EDGE, 24" BELOW GRADE. TURN CONDUITS UP ADJACENT TO EXISTING REFLECTOR FOUNDATION AND EXTEND 1 " ABOVE NEW SLAB. 12" ABOVE NEW SLAB. EACH END TO BE CAPPED AND GLUED. SEED & STRAW DISTURBED GRASS.

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USMC CAMP LEJEUNE

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H.C. RAMP PLANS

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AutoCAD SHX Text 1/4" = 1'-0"

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NOTES: 1. TOP OF CONCRETE SLABS TO BE FLUSH WITH EXISTING GUYWIRE & REFLECTOR FOUNDATIONS. 2. REFLECTORS (RF) 01, 19, & 23 WILL BE SLAB ON GRADE. RF 05 WILL REQUIRE CONSTRUCTION OF RETAINING WALL AND DIRT INFILL TO BRING SLAB FLUSH WITH EXISTING FOUNDATIONS. SEE DETAIL 2/A-3. 3. EXISTING SOIL HAS TESTED POSITIVE FOR PFAS. NO EXISTING SOIL IS TO LEAVE THE AIRFIELD. ANY SOIL REQUIRED TO BE SCRAPED AND REMOVED FROM RF 01, 19 & 23 MAY BE USED AS INFILL AT RF 05.

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CONCRETE SLAB DETAIL1

RETAINING WALL DETAIL2

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%%UTYP. RELIEF JOINT

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%%USLAB CONNECTION DETAIL

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4" #57 CRUSHED STONE OVER COMPACTED SUBGRADE

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JOINT SEALER MATERIAL

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EXISTING CONCRETE

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NON- EXTRUDED PREMOULDED JOINT FILLER(A.S.T.M. D-175)

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6X6X10/10 WWM

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NEW CONCRETE

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4" #57 CRUSHED STONE OVER COMPACTED SUBGRADE

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1/4" WIDE SAWCUT (SEALED) CONSTRUCTION JOINT

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CONCRETE SIDEWALK

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CONCRETE FOOTING WITH #3 REBAR CONT. STEP FOOTING AS REQ'D. SEE BELOW.

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EXISTING GRADE. 12" MIN. COVER ABOVE FOOTING

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4" #57 CRUSHED STONE OVER COMPACTED SUBGRADE

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NEW DIRT INFILL AS REQUIRED

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#5 REBAR @ 16" O.C.

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NEW CONCRETE FOOTING

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2" TYP.

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#3 REBAR CONT.

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%%USTEP FOOTING DETAIL

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8" CMU, GROUTED SOLID W/ CEMENTITIOUS COATING, PTD WHITE

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USMC CAMP LEJEUNE

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DETAILS

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A3

25-0428 RR44 to RR24 Sidewalk Repairs Drawings.pdf
Sheets and Views
RR44 to RR24 Sidewalk Repairs-Title Page
RR44 to RR24 Sidewalk Repairs-A1
26-0405 MCASNR MTI REFLECTOR TOWERS AND CONCRETE PADS - SOW
Sheets and Views
Flightline MTI Reflector Tower-Title Page
Flightline MTI Reflector Tower-A1
Flightline MTI Reflector Tower-A2
Flightline MTI Reflector Tower-A3

File details come from the government source that posted it. Updated .