24-0415 SSAW386 FOOT BRIDGE REPAIR - SOW.pdf

PDF 2 MB Posted May 27, 2025

Attached to: SSAW386 Foot Bridge Repair
Solicitation number: N4008525R2701
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · May 27, 2025

This document is a Statement of Work (SOW) for the repair and renovation of the SSAW386 Foot Bridge located on Saw Mill Road at Camp Lejeune, North Carolina. The project involves completely replacing the existing foot bridge's decking, rails, joists, and girders while retaining the existing 6x6 posts. Key specifications include using #2 or better Southern Yellow Pine lumber, hot-dipped galvanized steel fasteners, and following North Carolina framing connection standards. The new bridge will feature 2x6 five-rail guardrails, aluminum pyramid post caps in black, and require precise dimensional verification during installation.

The SOW details comprehensive construction requirements, including demolition of existing bridge components, installation of new 4x10 decking and 4x6 joists, and specific guidelines for material selection and installation. The project encompasses not just the bridge structure but also associated ramp modifications, including forming and pouring a new 3500 PSI concrete ramp with reinforcement wire and a broom finish. Contractor qualifications include a minimum of three years of documented experience in bridge decking fabrication and installation similar in scope and complexity to this project.

View the file

Other files

File	Type	Posted
RFP 240415.pdf	PDF	May 27, 2025
24-0415 SSAW386 FOOT BRIDGE REPAIR - SUBMITTAL REGISTER.pdf	PDF	May 27, 2025
Combined DIV 01 specs small projects.pdf	PDF	May 27, 2025
Contractor Environmental Guide Updated Format_20231009 with ESOP.pdf	PDF	May 27, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text

SSW386 FOOT BRIDGE

AutoCAD SHX Text

PROJECT# 24M036CN24M036CN

AutoCAD SHX Text

CONTRACT# N40085-24B-0415-0415

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG.: SSAW386

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

SSWA386 FOOT BRIDGE

AutoCAD SHX Text T1

AutoCAD SHX Text

TITLE PAGE

AutoCAD SHX Text 24-0415 SSAW386 FOOT BRIDGE 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 AT STRUCTURE SSAW386 THIS SCOPE OF WORK IS TO BE ACCOMPLISHED AT STRUCTURE SSAW386 FOOT BRIDGE LOCATED ON SAWMILL RD. ABOARD, CAMP LEJEUNE, NORTH CAROLINA. THE WORK INCLUDES DEMO EXISTING FOOT BRIDGE DECKING, PICKETS, RAILS, RETAIN AND REUSE THRU BOLTS, WASHER, NUTS. CONTRACTOR TO ATTACH NEW 6X6 POST(4), PROVIDE NEW BOLTS, POST TO MATCH HEIGHT OF EXISTING POST FOUR EACH AT ENDS OF BRIDGE. INSTALL APPROXIMATELY 83 LN. FT. OF 2X6 RAILS BOTH SIDES (X5), 83LN.FT. OF 4X10 DECKING 83LN.FT, 4X6 JOIST(X7), 4X10 GIRDERS(26). CONTRACTOR SHALL PROVED ALL FASTENERS, LUMBER, CLIPS, TIMBER SCREWS CONTRACTOR SHALL PROVED ALL FASTENERS, LUMBER, CLIPS, TIMBER SCREWS , CLIPS, TIMBER SCREWS TIMBER SCREWS ECT. BOTH SIDES OF FOOT BRIDGE, CONTRACTOR SHALL CUT AND REMOVE ASPHALT 3' X 8' FT BOTH SIDES OF FOOT BRIDGE, CONTRACTOR SHALL CUT AND REMOVE ASPHALT 3' X 8' FT BOTH SIDES OF FOOT BRIDGE, CONTRACTOR SHALL CUT AND REMOVE ASPHALT 3' X 8' FT AND POUR CONCRETE RAMP 3' X 8'. CONTRACTOR SHALL REMOVE EXISTING RIP-RAP AND RETAIN REINSTALL RIP-RAP. ALL MEASUREMENTS ARE APPROXIMATE, CONTRACTOR SHALL TAKE MEASUREMENTS VERIFY MATERIAL NEED FOR COMPLETE SCOPE OF WORK. DETAILED REQUIREMENTS AND SPECIFICATIONS: THE CONTRACTOR SHALL TAKE HIS OWN FIELD : 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 ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THROUGH CONTRACTING OFFICER"S REPRESENTATIVE FOR THE OICC OFFICE. NOTES: 1. THE MEASUREMENTS AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE 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 REPAIR, REFINISH OF AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATE. 3. CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS, BUILDING PRODUCTS WITH TIGHTLY ADHERED LEAD CONTAINING PAINT, NON-CONTAMINATED CLEAN DIRT AND CLEAN GRAVEL. 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. ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE BEING REMOVED FROM THE BASE. CONTRACTOR UTILIZING THE BASE SCALE WILL REQUIRE CONTRACTING OFFICERS ASSISTED PER-REGISTRATION WITH THE LANDFILL MANAGER. 5. 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. 6. PRIOR TO PERFORMING "HOT WORK" (WELDING, CUTTING, ECT.) OR OPERATING OTHER FLAME 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. 7. 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.

AutoCAD SHX Text SUBMITTALS: 1. CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE THE APPROVED TRANSMITTAL SHEETS AND PROVIDE TWO (2) CD/DVD'S CONTAINING ALL SUBMITTALS FOR PROJECT. THE CD/DVD'S SHALL BE MARKED "COMPLETE SUBMITTAL PACKAGE - "SSAW386 FOOT BRIDGE" WITH CONTRACT # "N40085-24-B-0415" 2. AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, MATERIAL, SPECIFICATIONS FOR SELECTION AND APPROVAL PRIOR TO THE ORDERING AND INSTALLATION OF SAID MATERIALS. 3. THE CONTRACTOR IS REQUIRED TO SUBMIT A SCHEDULE DETAILING WHEN THEY 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. 4. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, THE THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, 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. 5. 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 C.D. PRODUCT DATA (FASTENERS, MATERIAL) PRODUCT DATA (FASTENERS, MATERIAL) 6. QUALIFICATIONS: QUALIFICATIONS: 6.1. QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE IN QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE IN FABRICATING OF BRIDGE DECKING 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 INSTALLER QUALIFICATION: MINIMUM OF THREE YEARS DOCUMENTED INSTALLATION EXPERIENCE FOR PROJECT SIMILAR IN SCOPE AND COMPLEXITY TO THIS PROJECT.

AutoCAD SHX Text

SSAW386 FOOT BRIDGE

AutoCAD SHX Text T1

AutoCAD SHX Text Title page

AutoCAD SHX Text A1

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text A2

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text A3

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text A4

RAMP

SAW400

SAW402

SAW401

P O

N D

K O

R Y

POWERLINE RD

OLD SAWMILL RD

N WALLACE CREEK RD

SHANTY WAY

S979E

SAW365

SAW400

SAW361

SAW364SAW363

SAW362

SAW352

SAW358

SAW402

SAW401

SAW385

S676

SAW360

SAW358J

SAW358A

SAW358B

SAW358K

SAW358C

SAW358D

SAW353

SAW359

SAW360A

SAW360B

SSAW389

SAW368

AutoCAD SHX Text

488 PESTICIDE FACILITY

AutoCAD SHX Text

SSW386 FOOT BRIDGE

AutoCAD SHX Text

PROJECT# 24M036CN24M036CN

AutoCAD SHX Text

CONTRACT# N40085-24B-0415-0415

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG.: SSAW386

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

SAWW386 FOOT BRIDGE

AutoCAD SHX Text A1

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text

VICINITY MAP SSAW386

AutoCAD SHX Text 0'-1/128"=1'-0"

AutoCAD SHX Text 0'-1/32 = 1'-0"

AutoCAD SHX Text

LOCATION SSAW386

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text

SSAW386

AutoCAD SHX Text

PICTURE

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text

SSAW386

AutoCAD SHX Text

PICTURE

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text

SSAW386

PICTURE

FRONT

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

SSW386 FOOT BRIDGE

AutoCAD SHX Text

PROJECT# 24M036CN24M036CN

AutoCAD SHX Text

CONTRACT# N40085-24B-0415-0415

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG.: SSAW386

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

SSAW386 FOOT BRIDGE

AutoCAD SHX Text A2

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

EXISTING FOOT BRIDGE

AutoCAD SHX Text

NEW FOOT BRIDGE

AutoCAD SHX Text

DEMO: POST RAIL 2X6 DECKING 2X6 JOIST 2X8 GIRDERS

AutoCAD SHX Text DEMO: 1. PICKETS, RAILS, DECKING. PICKETS, RAILS, DECKING. 1.1. EXISTING 6X6 POST REMAIN (RETAIN BLOTS,WASHERS,NUTS), EXISTING 6X6 POST REMAIN (RETAIN BLOTS,WASHERS,NUTS), 1. CONSTRUCTION: CONSTRUCTION: 2. ALL LUMBER SHALL BE #2 OR BETTER, SOUTHERN YELLOW PINE BEFORE PRESSURE TREATMENT. PROVIDE NEW 4x6 JOIST, 4x10, 2x6 ALL LUMBER SHALL BE #2 OR BETTER, SOUTHERN YELLOW PINE BEFORE PRESSURE TREATMENT. PROVIDE NEW 4x6 JOIST, 4x10, 2x6 2.1. ALL METAL CONNECTORS AND FASTENERS SHALL BE HOT DIPPED GALVANIZED STEEL. ALL METAL CONNECTORS AND FASTENERS SHALL BE HOT DIPPED GALVANIZED STEEL. 2.2. ALL NAILED CONNECTIONS SHALL BE IN ACCORDANCE WITH NORTH CAROLINA ALL NAILED CONNECTIONS SHALL BE IN ACCORDANCE WITH NORTH CAROLINA 2.3. FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD. 2.4. GUARDRAILS: GUARDRAILS: 2.4.1. GUARDRAILS SHALL 2x6 FIVE RAILS PER SIDE SPACE EVENLY. GUARDRAILS SHALL 2x6 FIVE RAILS PER SIDE SPACE EVENLY. 3. ALUMINUM PYRAMID POST CAPS ALUMINUM PYRAMID POST CAPS 3.1. POST SHALL POST CAP PER EACH POST POST SHALL POST CAP PER EACH POST 3.2. COLOR: BLACKCOLOR: BLACK

AutoCAD SHX Text

FIELD VERIFY ALL DIMENSIONS

NEW 6 X 6 POST

AutoCAD SHX Text

PROJECT# 24M036CN24M036CN

AutoCAD SHX Text

CONTRACT# N40085-24B-0415-0415

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG.: SSAW386

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

SSAW386 FOOT BRIDGE

AutoCAD SHX Text A3

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

FOOT BRIDGE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

WOOD SCHEDULE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

PRESSURE TREATMENT

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

POST CAP

AutoCAD SHX Text 5.5"X5.5"

AutoCAD SHX Text

ALUMINUM PYRAMID

AutoCAD SHX Text

SHAPE: PYRAMID COLOR: BLACK

AutoCAD SHX Text

DECKING

AutoCAD SHX Text

4"X10" MILLED

AutoCAD SHX Text

(CCA-C) .60PCF PERM WOOD FOUNDATION

AutoCAD SHX Text

(3) 60D (3) AT EACH BEARING PRE DRILL DECK BOARDS

AutoCAD SHX Text

POST

AutoCAD SHX Text 6"X6"

AutoCAD SHX Text

(CA-B) .21PCF GROUND CONTACT

AutoCAD SHX Text

NEW 5/8"X 16" BOLT & WASHER REPLACE

AutoCAD SHX Text

RAILS

AutoCAD SHX Text 2"X6"

AutoCAD SHX Text

(CA-B) .21PCF GROUND CONTACT

AutoCAD SHX Text

16D RING SHANK (3) AT EACH BEARING

AutoCAD SHX Text

JOISTS

AutoCAD SHX Text 4"X6"

AutoCAD SHX Text

(CCA-C) .60PCF PERM WOOD FOUNDATION

AutoCAD SHX Text

TRUSS CLIPS WITH MANUFACTURES RECOMMENDED FASTENERS

AutoCAD SHX Text

GIRDERS

AutoCAD SHX Text 4"X10"

AutoCAD SHX Text

(CCA-C) .60PCF PERM WOOD FOUNDATION

AutoCAD SHX Text

REUSE EXISTING 5/8"X 16" BOLT & WASHER REPLACE 10%

AutoCAD SHX Text

ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED STEEL

AutoCAD SHX Text ALL LUMBER SHALL BE GRADE #2, OR BETTER, SOUTHERN YELLOW PINE BEFORE BEFORE PRESSURE TREATMENT.

AutoCAD SHX Text

ROAD VIEW

FIELD VERIFY ALL DIMENSIONS

AutoCAD SHX Text

PROJECT# 24M036CN24M036CN

AutoCAD SHX Text

CONTRACT# N40085-24B-0415-0415

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG.: SSAW386

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

SSAW386 FOOT BRIDGE

AutoCAD SHX Text A4

AutoCAD SHX Text

RAMP ELEVATION

AutoCAD SHX Text

EXISTING FOOT BRIDGE LANDING

AutoCAD SHX Text

NEW FOOT BRIDGE LANDING

AutoCAD SHX Text DEMO: 1. DEMO: DEMO: 1.1. EXISTING ASPHALT 3' X 8' SECTION EXISTING ASPHALT 3' X 8' SECTION 1.1.1. BOTH SIDES OF FOOT BRIDGE BOTH SIDES OF FOOT BRIDGE 1.2. EXISTING 2" X 6" OF BRIDGE.EXISTING 2" X 6" OF BRIDGE.

AutoCAD SHX Text

FIELD VERIFY ALL DIMENSIONS

RENO: 1. RENO RENO 1.1. FORM AND POUR CONCRETE RAMP 3500PSI FORM AND POUR CONCRETE RAMP 3500PSI 1.2. ADD 6 X 6 REINFORCEMENT WIRE ADD 6 X 6 REINFORCEMENT WIRE 1.3. SLOPE RAMP CONCRETE TO MATCH DECK TO ASPHALT SLOPE RAMP CONCRETE TO MATCH DECK TO ASPHALT 2. FINISH: FINISH: 2.1. BROOM FINISHBROOM FINISH

Sheets and Views

SSAW386 FOOT BRIDGE DWG-TITLES

SSAW386 FOOT BRIDGE DWG-LOCATION

SSAW386 FOOT BRIDGE DWG-HANDRAIL

SSAW386 FOOT BRIDGE DWG-FOOT BRIDGE

SSAW386 FOOT BRIDGE DWG-RAMP ELEVATION

File details come from the government source that posted it. Updated May 27, 2025.