PayitemDB.xml

XML file 6 MB Posted Aug 12, 2026

Attached to: Royal Palm Boulevard from East of University Drive to Riverside Drive
Solicitation number: TRN2132636C1
Issued by: Broward County, Florida

About this file

Written by GovTribe AI · Sep 30, 2026

This is a PayitemDB.xml database file used by Broward County, Florida for the Royal Palm Boulevard roadway project in Coral Springs, Florida. The project, administered by the Broward County Highway Construction and Engineering Division (HCED), involves the widening, milling, and resurfacing of roadway; construction of raised curb medians; removal and replacement of damaged sidewalk; upgrading of ADA curb ramps and driveways; upgrade of signing and pavement markings; upgrade of pedestrian crossing signals; and mast arm installation. The database contains standardized pay items and specifications for roadway construction elements including asphalt and concrete pavements, curbs and gutters, sidewalks, barriers, traffic separators, fencing, drainage features, bridge components, and utility conduits. Each pay item is assigned a code and includes associated design parameters, quantities calculations, and required attributes for project documentation and estimation purposes.

The project is funded through a combination of Federal Highway Administration (FHWA) support administered through the State of Florida Department of Transportation (FDOT) and Broward County Transportation Surtax Funds. Vendor submissions are required through the BPRO electronic portal with submission receipts mandatory for consideration. Standard County and State licensing and bonding requirements apply. The solicitation requires vendors to submit responses electronically by specified deadlines, with the County providing a designated question-and-answer period for clarification. All requested documentation, including optional items identified in BPRO, is encouraged at time of submittal to facilitate timely and comprehensive evaluation by the County.

Text of this file

Asphalt Pavement (Edge) PavtAsphalt_ep

1.00000

BARWE

Barrier Wall WallBarrier_ep

BLDG

Buildings Building_ep

CGB

Curb and Gutter (Back) CGBack_ep

CGF

Curb and Gutter (Face) CGFace_ep

DWYE

Driveway (Drive, Lane, Turnout) Driveway_ep

FNC

Existing Fence Fence_ep

Pavement Misc (Misc. Parking, guardrail pavement) PavtMisc_ep

SHLDR

Shoulder Edge, Paved ShldrPaved_ep

SWK

Sidewalk (Fronts) SidewalkFront_ep

SWKB

Sidewalk (Backs) SidewalkBack_ep

TFSP

Traffic Separator TrafSeparator_ep

WETEDGE

Wetland Edge WetlandDEP_ep

CLCONST

C/L of Const. w/stationing CLConst_dp

EBAS

Existing Bridge Approach and Slabs Bridge_ep

EBE

Existing Bridge Elements BridgeEle_ep

EBE1

Existing Piling, Piers, or Column PilingPt_ep

PBAS

Proposed Bridge Approach and Slabs BridgeAppSlab

PBE

Proposed Bridge Elements Bridge

PBP

Proposed Bridge Piers BridgePiers

PPC

Proposed Piling, Pier, Column Piling

1.00000

Acbook Influence;Place Smartline

ESMT

Easement Lines (Perpetual) (Existing) EaseLine_ep

1.00000

Acbook Influence;Place Smartline;plotscale active

RWPL

Property Lines (Existing) PropertyLine_ep

1.00000

RWE

R/W Lines (Existing) RWLine_ep

1.00000

LARWE

Limited Access R/W (Existing) LARWLine_ep

1.00000

ESMTT

Temporary Easement EaseTempLine_ep

1.00000

ESMTP

Perpetual Easement (Proposed) EasePerpLine

1.00000

RWLP

Right of Way Lines (Proposed) RWLine

1.00000

LARWP

Limited Access Right of Way (Proposed) LARWLine

1.00000

RWLOC

Limits of Construction ConstLimits

1.00000

Archaeological Sites ArchSite_ep

1.00000

BLDGP

Buildings (Proposed) Building

1.00000

BSW

Back of Sidewalk SidewalkBack

1.00000

"Sidewalk Thickness" Numeric

"0.333"

"Sidewalk Cross Slope %"

Numeric

"-2"

"Sidewalk Buffer Width"

Numeric

"2"

"Sidewalk Buffer Slope %"

Numeric

"-2"

"Sidewalk Back Profile" String

"none"

"Sidewalk PGL Chain"

String

"Utility Slope %"

Numeric

"Urban Ditch Y or N"

String

"N"

"UD Front Slope -1:X"

String

"-1:10"

"UD Front Slope Width"

Numeric

"6"

"UD Width"

Numeric

"5"

"UD Back Slope 1:X"

String

"1:3"

"UD Back Slope Width"

Numeric

"4"

"UD Profile"

String

"Handrail Y or N"

String

"Handrail Type P or B"

String

"P"

COGO Information COGO_dp

1.00000

Acbook Influence;textstyle active "FDOT (Small)";Place Dialogtext Icon;Reset;%d

Centerline of Construction (with stationing) CLConst_dp

1.00000

ACBook Influence

C&CD

Curve & Coordinate Data CurveData_dp

1.00000

Clear Zone ClearZone_dp

1.00000

DITCH

Ditch Line Ditch

1.00000

DWY

Driveway, Lane, Turnout Driveway

1.00000

"DrivewayOrigin"

String

"s"

"DWPad1Depth"

Numeric

"0.5"

"DWPad1Width"

Numeric

"0"

"DWPad1Slope"

Numeric

"-6"

"DWPad1Profile"

String

"DWPad1PGLChain"

String

"UsePGL1Offset"

String

"UsePGL1Station"

String

"DWPad2Depth"

Numeric

"DWPad2Width"

Numeric

"DWPad2Slope"

Numeric

"DWPad2Profile"

String

"DWPad2PGLChain"

String

"UsePGL2Offset"

String

"UsePGL2Station"

String

"DWPad3Depth"

Numeric

"MaxEntranceSlope"

Numeric

"10"

"BackEntBufferWidth"

Numeric

EFS1

Edge of Front Slope 1 for Criteria NonPlottingEle_dp

1.00000

EOPA

Edge of Asphalt Pavement PavtAsphalt

1.00000

Acbook Influence On;Acbook Influence Adhoc On;Place Smartline

"Pavement Thickness"

Numeric

"0.25"

"Base Thickness"

Numeric

"1.0"

"Base Extension Width"

Numeric

"Extend Base Under Curb"

String

"Widen_Side"

String

"LEFT"

"EOP_Widening_Profile"

String

"Widening_Profile_Chain"

String

EOPC

Edge of Concrete Pavement PavtConcrete

1.00000

"Pavement Thickness"

Numeric

"0.25"

"Base Thickness"

Numeric

"1.0"

"Base Extension Width"

Numeric

"Extend Base Under Curb"

String

"Widen_Side"

String

"LEFT"

"EOP_Widening_Profile"

String

"Widening_Profile_Chain"

String

FSW

Front of Sidewalk SidewalkFront

1.00000

LAFD

Lane Direction Arrow LaneDirArrow ArrLaneDir Annotative pavementmarkings.dwg

1.00000

Acbook Influence;AC=ArrLaneDir;Active Angle PT2;%d;%d;plotscale active;Place Cell;%d

Lane Lines LaneLine

1.00000

MedLn Median Line for Criteria NonPlottingEle_dp

1.00000

"Median_Type"

String

"MedianShldSearchDist"

Numeric

"10"

"NormalMedianShldSlope"

Numeric

"MedianShoulderWidthLt"

Numeric

"MedianShoulderWidthRt"

Numeric

"MedianShoulderDepth"

Numeric

"FeatherDistMedianLeft"

Numeric

"0.0"

"FeatherDistMedianRight"

Numeric

"0.0"

"StdMedianDitchDepth"

Numeric

"1"

"MedianFrontSlope"

String

"1:3"

"MedianDitchWidth"

Numeric

"PavedMedianDitchWidth"

Numeric

"3"

"PavedMedianDitch"

String

"Y"

"PavedMedianDitchDepth"

Numeric

"MedianSlopePaved"

Numeric

"3"

MillLimit Milling Limits PavtMilling

1.00000

"Main or Shldr"

String

"Main"

"Design Method(M L R C)"

String

"M"

"Milling Type (ME SL)"

String

"ME"

"Milling Depth"

Numeric

"0.16"

"Overlay Type (CC ME)"

String

"Overlay Thickness 1"

Numeric

"0.16"

"Overlay Thickness 2"

Numeric

"999"

"Overlay Thickness 3"

Numeric

"Overlay Profile"

String

"Prof Sta Ref Chain"

String

"Widening Slope (SC ME)"

String

"Sample Offset Distance"

Numeric

"Sample Width"

Numeric

"Shldr Slope Override"

Numeric

MiscAsph Miscellaneous Asphalt in Plan View PavtMisc

1.00000

Acbook Influence On;Acbook Influence Adhoc On

"Thickness"

Numeric

"0.3333"

"Separation"

String

"No"

Match Lines MatchLines_dp

1.00000

North Arrow NorthArw_dp ArrNorthPlan Annotative roadway.dwg

1.00000

Acbook Influence;AC=ArrNorthPlan;Active Angle =0;plotscale active;Place Cell;%d

PPSH

Pattern Paved Shoulders ShldrHatch

1.00000

Acbook Influence;Hatch Icon

PSHLDR

Paved Shoulder Line ShldrPaved

1.00000

"Shoulder Thickness"

Numeric

"Paved Shld Begin Slope"

String

"Paved Shld End Slope"

String

"Unpaved Shoulder Width"

Numeric

"3.0"

"Unpaved Shoulder Slope"

Numeric

"Shoulder Base Thick"

Numeric

"Shoulder Base Ext"

Numeric

PSHP2

Paved Shoulders Pattern 2' ShldrHatch

1.00000

PSHP4

Paved Shoulders Pattern 4' ShldrHatch

1.00000

PSHP5

Paved Shoulders Pattern 5' ShldrHatch

1.00000

PSHP6

Paved Shoulders Pattern 6' ShldrHatch

1.00000

PSHP7

Paved Shoulders Pattern 7' ShldrHatch

1.00000

PSHP8

Paved Shoulders Pattern 8' ShldrHatch

1.00000

PSHP10

Paved Shoulders Pattern 10' ShldrHatch

1.00000

PSHP12

Paved Shoulders Pattern 12' ShldrHatch

1.00000

PSHP15

Paved Shoulders Pattern 15' ShldrHatch

1.00000

Soil Boring Locations SoilBoringLoc_dp

1.00000 acbook influence;dialog cellmaintenance

SpDitch Special Ditch Line for Criteria NonPlottingEle_dp

1.00000

"Profile_Name"

String

"Ditch_Chain"

String

"Use_Plan_Graphic"

String

"No"

SRTD

Sideroad Tie Down PavtMilling

1.00000

ST1

Slope Stakes 1 SlopeStakes1

1.00000

ST2

Slope Stakes 2 SlopeStakes2

1.00000

STR

Structures Structure

1.00000

USHLDR

Un-Paved Shoulder Line ShldrUnpaved

1.00000

WDNPAT

Pattern Widening for Plan View Widening

1.00000

Acbook Influence On;Acbook Influence Adhoc On

0522 3 Bus Boarding Pad - Concrete PavtConcrete SY=IF(SY>0,SY*QF,(element_area/9)*QF) 1.00000

"DESIGN NOTES"

String

"SORTBY"

String

"SY"

Quantity

0522 4 Bus Shelter Pad - Concrete PavtConcrete SY=IF(SY>0,SY*QF,(element_area/9)*QF) 1.00000

String

Quantity

0544 75 1 Crash Cushion Attenuator EA=IF(EA>0,EA*QF,(element_count)*QF) 1.00000

"SYSTEM CBW"

String

"SYSTEM GUARDRAIL"

String

"DESIGN SPEED"

Numeric

"CRASH TEST LEVEL"

String

"HAZARD WIDTH"

Numeric

"LENGTH RESTRICTION"

Numeric

String

"DESIGN LENGTH"

Numeric

String

"EA"

Quantity

0544 2 1 Crash Cushion, TL-2 Narrow CrashCushion CrashCushionNarrow 1.000000

EA=IF(EA>0,EA*QF,(element_count)*QF) 1.00000

Acbook Influence;AC=CrashCushionNarrow;Active Scale=1;Active Angle PT2;%d;%d

"BARRIER WIDTH"

Numeric

String

Quantity

0544 2 2 Crash Cushion, TL-2 Wide CrashCushion CrashCushionWide 1.000000

EA=IF(EA>0,EA*QF,(element_count)*QF) 1.00000

Acbook Influence;AC=CrashCushionWide;Active Scale=1;Active Angle PT2;%d;%d

Numeric

String

Quantity

0544 3 1 Crash Cushion, TL-3 Narrow CrashCushion CrashCushionNarrow 1.000000

EA=IF(EA>0,EA*QF,(element_count)*QF) 1.00000

Acbook Influence;AC=CrashCushionNarrow;Active Scale=1;Active Angle PT2;%d;%d

Numeric

String

Quantity

0544 3 2 Crash Cushion, TL-3 Wide CrashCushion CrashCushionWide 1.000000

EA=IF(EA>0,EA*QF,(element_count)*QF) 1.00000

Acbook Influence;AC=CrashCushionWide;Active Scale=1;Active Angle PT2;%d;%d

Numeric

String

Quantity

0544 74 40 Relocate Crash Cushion - All Options Attenuator EA=IF(EA>0,EA*QF,(element_count)*QF) 1.00000

"SYSTEM CBW"

String

"SYSTEM GUARDRAIL"

String

"DESIGN SPEED"

Numeric

"CRASH TEST LEVEL"

String

"HAZARD WIDTH"

Numeric

String

Quantity

0520 1 7 Concrete Curb & Gutter, Type E CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

Acbook Influence off;MDL Load CGMK

String

"LF"

Quantity

0520 1 10 Concrete Curb & Gutter, Type F CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 2 1 Concrete Curb, Type A CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 2 2 Concrete Curb, Type B CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 2 4 Concrete Curb, Type D CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 2 8 Concrete Curb, Type RA CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 2 9 Concrete Curb, Special - Bridge Transition Block CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 3 Valley Gutter - Concrete CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

"Chain Name"

String

"Profile Name"

String

Quantity

0520 6 Shoulder Gutter - Concrete CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 7 1 Granite Curb, Furnish & Install CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0520 7 2 Granite Curb, Reset CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0525 1 Asphaltic Concrete Curb - To Remain CurbFace LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

BCG

Back of Curb CurbBack

1.00000

Acbook Influence;copy parallel keyin

CCR

Curb Cut Ramp CurbRamp

1.00000

Face of Curb (without payitem tag) CurbFace

1.00000 mdl l cgmk

Drop Curb CurbFace

1.00000 mdl l cgmk

0521 8 3 Concrete Traffic Railing Barrier, with Junction Slab, 32" Vertical Face WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 8 4 Concrete Traffic Railing Barrier, with Junction Slab, 42" Vertical Face WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 8 7 Concrete Barrier, with Junction Slab, 36" Single Slope WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 8 8 Concrete Barrier, with Junction Slab, 42" Single Slope WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 8 11 Concrete Barrier, with Junction Slab, 8'-0" Noise Wall WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0630 2 16 Conduit, Furnish & Install, Embedded Concrete Barriers and Traffic Railings Conduit_px LF=IF(LF>0,LF*QF,(element_length*conduits)*QF) 1.00000

String

"Conduits"

Numeric

"HELP"

Remarks

"Enter value for # of Conduits 1, 2, or 3"

Quantity

0635 3 13 Junction Box, Furnish & Install, Embedded JunctBox JunctBox Annotative lighting.dwg EA=IF(EA>0,EA*QF,(element_count)*QF) 1.00000

Acbook Influence;as=1;AC=JunctBox;Place Cell;%d

Quantity

0521 1 11 Median Concrete Barrier, 38" Height WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 1 12 Median Concrete Barrier, Short Grade-Separated WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 1 13 Median Concrete Barrier, Tall Grade-Separated WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 1 14 Median Concrete Barrier, Variable Section Width for Sign or Pier Shielding WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 24 Shoulder Concrete Barrier, 8� Noise Wall WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 25 Shoulder Concrete Barrier, 10� Noise Wall WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 26 Shoulder Concrete Barrier, 12� Noise Wall WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 27 Shoulder Concrete Barrier, 14� Noise Wall WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 40 Shoulder Concrete Barrier, 38" or 44" Height WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 41 Shoulder Concrete Barrier, Retaining Section WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 42 Shoulder Concrete Barrier, Trench Footing Section WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 43 Shoulder Concrete Barrier, Curb & Gutter Barrier WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 44 Shoulder Concrete Barrier, 44" Pier Protection Barrier/Crash Wall WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 56 Shoulder Concrete Barrier, 56" Pier Protection Barrier/Crash Wall WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 60 Shoulder Concrete Barrier, 38" Wall Shielding Barrier WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 72 61 Shoulder Concrete Barrier, Variable Width for Wall or Sign Shielding WallBarrier LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0521 9 1 Opaque Visual Barrier, Index 521-010, Concrete WallBarrier LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0400 0 11 Concrete Class NS, Gravity Wall WallGravity CY=IF(CY>0,CY*QF,(element_area*thickness/27)*QF) 1.00000 Acbook Influence on;Adhoc Influence On

"0400 0 11"

String

"Concrete Class NS, Gravity Wall"

Unit

"CY"

Quantity

"Remarks" Remarks

"manual compute qty and enter as quantity value"

String

"thickness"

Numeric

0520 5 11 Traffic Separator, Concrete, Type I, 4' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

"Option"

String

Quantity

0520 5 12 Traffic Separator, Concrete, Type I, 6' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 16 Traffic Separator, Concrete, Type I, 8.5' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 21 Traffic Separator, Concrete, Type II, 4' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 22 Traffic Separator, Concrete, Type II, 6' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 26 Traffic Separator, Concrete, Type II, 8.5' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 41 Traffic Separator, Concrete, Type IV, 4' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 42 Traffic Separator, Concrete, Type IV, 6' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 46 Traffic Separator, Concrete, Type IV, 8.5' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 51 Traffic Separator, Concrete, Type V, 4' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 52 Traffic Separator, Concrete, Type V, 6' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 5 56 Traffic Separator, Concrete, Type V, 8.5' wide TrafSeparator LF=IF(LF>0,LF*QF,(element_length/2)*QF) 1.00000

String

Quantity

0520 70 Concrete Traffic Separator, Special - Variable Width TrafSeparator SY=IF(SY>0,SY*QF,(element_area/9)*QF) 1.00000

String

Quantity

0550 10110 Fencing, Type A, 0.0- 5.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10120 Fencing, Type A, 5.1- 6.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10130 Fencing, Type A, 6.1- 7.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10140 Fencing, Type A, 7.1- 8.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10150 Fencing, Type A, 8.1- 10.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10160 Fencing, Type A, 10.1- 12.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10118 Fencing, Type A, 0.0- 5.0', Reset Existing Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10128 Fencing, Type A, 5.1- 6.0', Reset Existing Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10138 Fencing, Type A, 6.1- 7.0', Reset Existing Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10148 Fencing, Type A, 7.1- 8.0', Reset Existing Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10158 Fencing, Type A, 8.1- 10.0', Reset Existing Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10168 Fencing, Type A, 10.1- 12.0', Reset Existing Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10119 Fencing, Type A, 0.0- 5.0', Special Feature Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10129 Fencing, Type A, 5.1- 6.0', Special Feature Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10139 Fencing, Type A, 6.1- 7.0', Special Feature Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10149 Fencing, Type A, 7.1- 8.0', Special Feature Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10159 Fencing, Type A, 8.1- 10.0', Special Feature Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10169 Fencing, Type A, 10.1- 12.0', Special Feature Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10210 Fencing, Type B, 0.0- 5.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10220 Fencing, Type B, 5.1- 6.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10230 Fencing, Type B, 6.1- 7.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10240 Fencing, Type B, 7.1- 8.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10250 Fencing, Type B, 8.1- 10.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10260 Fencing, Type B, 10.1- 12.0', Standard Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10211 Fencing, Type B, 0.0- 5.0', w/ Barbed Wire Attmt Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

Quantity

0550 10221 Fencing, Type B, 5.1- 6.0', w/ Barbed Wire Attmt Fence LF=IF(LF>0,LF*QF,(element_length)*QF) 1.00000

String

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File	Type	Posted
engrupd.gif	GIF image	Aug 12, 2026
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MODLRD_ExistingUtilitiesVerizon05.dgn	—	Aug 12, 2026
TEXTUW01.dgn	—	Aug 12, 2026
BRO2021_308248.sdw	SDW file	Aug 12, 2026
ABORRD00.dgn	—	Aug 12, 2026
BRO2021_307948.sid	SID file	Aug 12, 2026
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MODLRD01.dgn	—	Aug 12, 2026
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CTLSRD01.dgn	—	Aug 12, 2026
38-44955915801-PLANS-01-ROADWAY.pdf	PDF	Aug 12, 2026
GDTMRD01.dgn	—	Aug 12, 2026
MODLRD04.dgn	—	Aug 12, 2026
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34-44955915801-PLANS-03-SIGNALIZATION-COREBORINGS.pdf	PDF	Aug 12, 2026
SBVHRD00.dgn	—	Aug 12, 2026
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bluprebd.gif	GIF image	Aug 12, 2026
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32-44955915801-SPECS.pdf	PDF	Aug 12, 2026
BRO2021_307946.sdw	SDW file	Aug 12, 2026
engrhomd.gif	GIF image	Aug 12, 2026
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TYPDRD01.dgn	—	Aug 12, 2026
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MODLRD_ExistingUtilitiesFPL03.dgn	—	Aug 12, 2026
TEXTDR01.dgn	—	Aug 12, 2026
ABORRD02.dgn	—	Aug 12, 2026
document.css	CSS file	Aug 12, 2026
ALGNRD01.dgn	—	Aug 12, 2026
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PLANRD01-2.dgn	—	Aug 12, 2026
engrvbd.gif	GIF image	Aug 12, 2026
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bluvbusd.gif	GIF image	Aug 12, 2026
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16-FDOT - Required Addendum to the Special Instructions to Vendors.pdf	PDF	Aug 12, 2026
UTADUW01.dgn	—	Aug 12, 2026
UTEXUW01.dgn	—	Aug 12, 2026
DRPRRD99.dgn	—	Aug 12, 2026
BRO2021_308248.sid	SID file	Aug 12, 2026

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File details come from the government source that posted it. Updated Sep 30, 2026.