20008-31585.01-4.pdf

Baton Rouge Metropolitan Airport iR Addendum No. 4

Taxiway F Reconstruction August 11, 2026

TABLE OF CONTENTS

DIVISION I Page Numbers

Advertisement For Bids ......................................................................................................I-3

Instructions to Bidders ........................................................................................................I-7

Federal Requirements .........................................................................................................I-13

Wage Rates .........................................................................................................................I-43

BID FORMS

Bid Form .............................................................................................................................I-47

Bid Bond ............................................................................................................................I-49

Bidder’s Organization ........................................................................................................I-50

Certification of Restrictions on Lobbying ..........................................................................I-51

Certification of Non-Segregated Facilities .........................................................................I-52

Certification of Bidder Regarding Equal Employment Opportunity ..............................................................................................I-53

Certification Regarding Debarment, Suspension

Ineligibility and Voluntary Exclusion ...........................................................................I-54

Certification Regarding Foreign Trade Restrictions ...........................................................I-55

Buy American Certification ................................................................................................I-56

Certification of Non-Discrimination ...................................................................................I-57

Non-Collusion Affidavit .....................................................................................................I-58

Attestation Regarding Past Criminal Convictions ..............................................................I-59

E-Verify Affidavit ...............................................................................................................I-60

Subcontractor E-Verify Affidavit .......................................................................................I-61

CONTRACT FORMS

Agreement ...........................................................................................................................I-63

Payment and Performance Bond .........................................................................................I-65

Affidavit ..............................................................................................................................I-66

Baton Rouge Metropolitan Airport iiR Addendum No. 4

DIVISION II – Federal Specifications

GENERAL PROVISIONS

SEC. 10 Definition of Terms .........................................................................................II-2

SEC. 20 Proposal Requirements and Conditions ...........................................................II-6

SEC. 30 Award and Execution of Contract ...................................................................II-9

SEC. 40 Scope of Work .................................................................................................II-11

SEC. 50 Control of Work...............................................................................................II-14

SEC. 60 Control of Materials.........................................................................................II-20

SEC. 70 Legal Regulations and Responsibility to Public .......................................................................................................II-23

SEC. 80 Prosecution and Payment.................................................................................II-31

SEC. 90 Measurement and Payment ..............................................................................II-37

SEC. 100 Contractor Quality Control Program ...............................................................II-44

SEC 105 Mobilization ....................................................................................................II-49

SEC. 110 Method of Estimating Percentage of

Material Within Specification Limits ..........................................................II-50

DIVISION III

SPECIAL PROVISIONS

SEC. 101 General.............................................................................................................III-2

SEC. 102 Contract Time ..................................................................................................III-2

SEC. 103 Administration of Contract ..............................................................................III-2

SEC. 104 Contract Considerations ..................................................................................III-6

SEC. 105 Claims for Adjustments and Disputes .............................................................III-11

SEC. 106 Permits, Fees and Licenses ..............................................................................III-14

SEC. 107 Material Guaranty ............................................................................................III-14

SEC. 108 Tests and Inspections .......................................................................................III-14

SEC. 109 Document Management ...................................................................................III-15

SEC. 110 Network Plan Schedule ..................................................................................III-16

SEC. 111 Instruction for Areas of the Work....................................................................III-28

SEC. 112 Safety on Airports During Construction

Activity ........................................................................................................III-30

SEC. 113 Protection of Existing Underground Utilities ..................................................III-32

SEC. 114 Runway Safety Areas ......................................................................................III-32

SEC. 115 Asphalt and P.C. Concrete Plants ....................................................................III-33

SEC. 116 Clean-up...........................................................................................................III-33

SEC. 117 Disposal of Waste and /or Salvage Materials ..................................................III-33

SEC. 118 Storm Water Pollution Prevention Plan...........................................................III-33

SEC. 119 Safety Plan .......................................................................................................III-34

SEC. 120 Substantial Completion ...................................................................................III-36

SEC. 121 Contract Closeout ............................................................................................III-36

SEC. 122 Final Acceptance .............................................................................................III-39

Baton Rouge Metropolitan Airport iiiR Addendum No. 4

DIVISION IV

TECHNICAL SPECIFICATIONS

C-100 Contractor Quality Control Program (CQCP) ......................................................C-100-1

C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control ............C-102-1

C-105 Mobilization ..........................................................................................................C-105-1

P-101 Preparation/Removal of Existing Pavements ........................................................P-101-1

P-151 Clearing and Grubbing ..........................................................................................P-151-1

P-152 Excavation, Subgrade, and Embankment ..............................................................P-152-1

P-154 Subbase Course .....................................................................................................P-154-1

P-155 Lime-Treated Subgrade .........................................................................................P-155-1

P-209 Crushed Aggregate Base Course ...........................................................................P-209-1

P-306 Lean Concrete Base Course ..................................................................................P-306-1

P-307 Cement Treated Permeable Base Course (CTPB) ................................................P-307-1

P-401 Asphalt Mixture Surface Course ...........................................................................P-401-1

P-403 Asphalt Mixture Binder Course………………………………………………….P-403-1

P-407 Asphalt Permeable Treated Base Course………………………………………...P-407-1

P-501 Cement Concrete Pavement ..................................................................................P-501-1

P-602 Emulsified Asphalt Prime Coat………………………………………………….P-602-1

P-603 Emulsified Asphalt Tack Coat…………………………………………………...P-603-1

P-605 Joint Sealants for Pavements .................................................................................P-605-1

P-610 Concrete for Miscellaneous ...................................................................................P-610-1

P-620 Runway and Taxiway Marking .............................................................................P-620-1

D-701 Pipe for Storm Drains and Culverts ......................................................................D-701-1

D-705 Pipe Underdrains for Airports ..............................................................................D-701-1

D-751 Manholes, Catch Basins, Inlets and Inspection Holes ..........................................D-751-1

T-904 Sodding .................................................................................................................T-904-1

T-905 Topsoil...................................................................................................................T-905-1

L-108 Installation of Underground Cable and Conductors for Airports ..........................L-108-1

L-110 Airport Underground Electrical Duct Banks and Conduits ..................................L-110-1

L-115 Electrical Manholes and Junction Structures ........................................................L-115-1

L-125 Installation of Airport Lighting Systems...............................................................L-125-1

S-1000 Construction Safety and Phasing Plan...............................................................S-1000-1R

S-1001 Hydroseeding.....................................................................................................S-1001-1

S-1002 Adjusting Catch Basins ........................................................................................S-1002-1

Baton Rouge Metropolitan Airport ivR Addendum No. 4

APPENDIX A – FAA AC 150/5370-2G – Operational Safety on Airports

During Construction

APPENDIX B – Geotechnical Report

APPENDIX C – Taxiway F As-Builts

PAGE INTENTIONALLY LEFT BLANK

BID FOR: Baton Rouge Metropolitan Airport

Taxiway F Reconstruction

A.I.P. No. X-XX-XXXX-XXX-XXXX

S.P. No. H.XXXXXX

UNIT PRICES:

DESCRIPTION: Contractor Quality Control Program (CQCP)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C-100 1 LS

DESCRIPTION: Installation and Removal of Silt Fence

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C-102-5.1e 1,310 LF

DESCRIPTION: Mobilization

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C-105 1 LS

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-101-5.1 4,407 SY

DESCRIPTION: Removal of Existing Concrete Catch Basin

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-101-5.2 3 EA

DESCRIPTION: Removal of Existing Pipe (Storm Drain)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-101-5.3 744 LF

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____ Pavement Removal (Taxiway F)

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

TO: City of Baton Rouge

Parish of East Baton Rouge

Purchasing Division

Room 826, City Hall

222 St. Louis Street

Baton Rouge, Louisiana 70802

This form shall be used for any and all work required by the Bidding Documents and described as unit prices. Amounts shall be stated in figures and only in figures.

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

I-48

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-151-4.2 1 AC

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-152-4.1 3,967 CY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-152-4.2 112 CY

DESCRIPTION: Subbase Course (18" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-154-5.1 3,387 CY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-155-8.1 6,603 SY

DESCRIPTION: Lime

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-155-8.2 85 TON

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-209-5.1 6,603 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-209-5.2 6,603 SY

X Base Bid or c Alt.# _____ Lime-Treated Subgrade (12")

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____ Separation Geotextile

X Base Bid or c Alt.# _____ Crushed Aggregate Base Course (6.0" Thick)

X Base Bid or c Alt.# _____ Clearing and Grubbing

Unclassified Excavation

X Base Bid or c Alt.# _____ Embankment in Place

I-48a

DESCRIPTION: Lean Concrete Base Course (11.0" Thick)

P-306-8.1 5,884 SY

DESCRIPTION: Cement Treated Permeable Base Course (6.0" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-307 5,884 SY

DESCRIPTION: Asphalt Mixture Surface Course (2" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-401-8.1 52 TON

DESCRIPTION: Asphalt Mixture Binder Course (2" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-403-8.1a 52 TON

DESCRIPTION: Asphalt Base Course (5" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-403-8.1b 129 TON

DESCRIPTION: Asphalt Permeable Treated Base Course

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-407-7.1 468 SY

DESCRIPTION: Concrete Pavement (9.0" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-501-8.1 5,713 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-602-5.1 28 GAL

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-603-5.1 141 GAL

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

Emulsified Asphalt Prime Coat

X Base Bid or c Alt.# _____ Emulsified Asphalt Track Coat

I-48b

P-605-5.1 8,300 LF

DESCRIPTION: Concrete

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-610-6.1 275 CY

DESCRIPTION: Surface Preparation

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.1a 5,437 SF

DESCRIPTION: Taxiway Marking (Yellow)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.2b-1 1,898 SF

DESCRIPTION: Taxiway Marking (White)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.2b-2 55 SF

DESCRIPTION: Taxiway Marking (Red)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.2b-3 263 SF

DESCRIPTION: Taxiway Marking (Black)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.2b-4 3,221 SF

DESCRIPTION: Reflective Media

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.3c 193 LB

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

Joint Sealing Filler

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

I-48c

DESCRIPTION: Sodding

T-904-5.2 435 SY

DESCRIPTION: Topsoil (Obtained Onsite or Removed from Stockpile)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

T-905-5.1 710 CY

DESCRIPTION: 18" RCP (Class IV)(Includes Bedding & Backfill)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-701-5.1 78 LF

DESCRIPTION: 48" RCP (Class IV)(Includes Bedding & Backfill)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-701-5.2 402 LF

DESCRIPTION: 54" RCP (Class IV)(Includes Bedding & Backfill)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-701-5.3 342 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-705-5.4 424 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-751-5.1 1 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-751-5.2 3 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.1 1,800 LF

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____ Furnish, Install 72” x 48” Concrete Open Top Catch Basin

X Base Bid or c Alt.# _____ 6" Pipe (Perforated PVC)(Includes Porous Backfill and Filter Fabric)

Furnish, Install 36” x 24” Concrete Open Top Catch Basin

X Base Bid or c Alt.# _____ Trenching for direct-buried cable, 18-inch minimum depth, turf and pavement restoration, protection of existing circuits

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

I-48d

L-108-5.2 3,960 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.3 2,160 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-110-5.2 1,800 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L110-5.3 280 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L115-5.1 8 EA

DESCRIPTION: Taxiway Edge Light, Elevated, Blue Lens

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L125-5.1 22 EA

DESCRIPTION: Runway Guard Light, Yellow Lens

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L125-5.2 2 EA

DESCRIPTION: Sign L-858 Size 1, 3 Panel, Concrete Base

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L125-5.3 2 EA

X Base Bid or c Alt.# _____

HDPE Conduit, 2” Jack and Bore under Taxiway

X Base Bid or c Alt.# _____ Electrical Junction Structure L-867D, 16” Diameter, 24” Deep

No. 6 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit X Base Bid or c Alt.# _____

No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed Above the Duct Bank or Conduit, Including Connections/Terminations

Non-Encased Electrical Conduit, 2”

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____

I-48e

L125-5.4 2 EA

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

S-1000 1 LS

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

S-1001 0.9 AC

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

S-1002 1 EA

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner.

X Base Bid or c Alt.# _____

X Base Bid or c Alt.# _____ Seeding (Hydroseeding)

X Base Bid or c Alt.# _____ Adjusting Catch Basins

Sign L-858, Size1, 4 Panel, Concrete Base

Construction Safety and Phasing Plan X Base Bid or c Alt.# _____

I-48f

A.I.P. No. X-XX-XXXX-XXX-XXXX

S.P. No. H.XXXXXX

UNIT PRICES:

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C-102-5.1e 340 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-101-5.1 577 SY

DESCRIPTION: Clearing and Grubbing

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-151-4.2 0.3 AC

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-152-4.1 644 CY

DESCRIPTION: Embankment in Place

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-152-4.2 36 CY

DESCRIPTION: Subbase Course (18" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-154-5.1 358 CY

DESCRIPTION: Lime Treated Subgrade (12")

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-155-8.1 716 SY

DESCRIPTION: Lime

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-155-8.2 9 TON

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

TO: City of Baton Rouge

Parish of East Baton Rouge

Purchasing Division

Room 826, City Hall

222 St. Louis Street

Baton Rouge, Louisiana 70802

This form shall be used for any and all work required by the Bidding Documents and described as unit prices. Amounts shall be stated in figures and only in figures.

c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 Installation and Removal of Silt Fence c Base Bid or X Alt.# 1 Pavement Removal (Taxiway F) c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 Unclassified Excavation c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1

I-48g

DESCRIPTION: Crushed Aggregate Base Course (6.0" Thick)

P-209-5.1 716 SY

DESCRIPTION: Separation Geotextile

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-209-5.2 716 SY

DESCRIPTION: Lean Concrete Base Course (11.0" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-306-8.1 724 SY

DESCRIPTION: Cement Treated Permeable Base Course (6.0" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-307 724 SY

DESCRIPTION: Concrete Pavement (9.0" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-501-8.1 702 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-605-5.1 1,268 LF

DESCRIPTION: Surface Preparation

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.1a 399 LF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.2b-1 133 SF

DESCRIPTION: Taxiway Marking (Black)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.2b-4 266 SF

DESCRIPTION: Reflective Media

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.3c 12 LB c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1

Joint Sealing Filler c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 Taxiway Marking (Yellow) c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1

I-48h

DESCRIPTION: Sodding

T-904-5.2 50 SY

DESCRIPTION: Topsoil (Obtained Onsite or Removed from Stockpile)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

T-905-5.1 212 CY

DESCRIPTION: 6" Pipe (Perforated PVC)(Includes Porous Backfill and Filter Fabric)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-705-5.4 256 LF

DESCRIPTION: Trenching for direct-buried cable, 18-inch minimum depth, turf and pavement restoration, protection of existing circuits

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.1 300 LF

DESCRIPTION: No. 6 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.2 660 LF

DESCRIPTION: No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed Above the Duct Bank or Conduit, Including Connections/Terminations

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.3 360 LF

DESCRIPTION: Non-Encased Electrical Conduit, 2”

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L110-5.2 330 LF

DESCRIPTION: Electrical Junction Structure L-867D, 16” Diameter, 24” Deep

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L115-5.1 4 EA

DESCRIPTION: Taxiway Edge Light, Elevated, Blue Lens

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L125-5-1 5 EA

DESCRIPTION: Construction Safety and Phasing Plan

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

S-1000 1 LS

c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1 c Base Bid or X Alt.# 1

I-48i

DESCRIPTION: Seeding (Hydroseeding)

S-1001 0.3 AC

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner.

I-48j

A.I.P. No. X-XX-XXXX-XXX-XXXX

S.P. No. H.XXXXXX

UNIT PRICES:

DESCRIPTION: Installation and Removal of Silt Fence

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

C-102-5.1e 440 LF

DESCRIPTION: Pavement Removal (Taxiway F)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-101-5.1 544 SY

DESCRIPTION: Clearing and Grubbing

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-151-4.2 0.4 AC

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-152-4.1 904 CY

DESCRIPTION: Embankment in Place

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-152-4.2 268 CY

DESCRIPTION: Subbase Course (18" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-154-5.1 415 CY

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2 Unclassified Excavation

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

LOUISIANA UNIFORM PUBLIC WORK BID FORM

UNIT PRICE FORM

TO: City of Baton Rouge

Parish of East Baton Rouge

Purchasing Division

Room 826, City Hall

222 St. Louis Street

Baton Rouge, Louisiana 70802

This form shall be used for any and all work required by the Bidding Documents and described as unit prices. Amounts shall be stated in figures and only in figures.

____ Base Bid or X Alt. #2

I-48k

P-155-8.1 863 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-155-8.2 11 TON

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-209-5.1 863 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-209-5.2 863 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-306-8.1 1,138 SY

DESCRIPTION: Cement Treated Permeable Base Course (6.0" Thick)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-307 1,138 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-501-8.1 1,105 SY

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-605-5.1 1,540 LF

DESCRIPTION: Surface Preparation

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.1a 768 LF

____ Base Bid or X Alt. #2 Lime

____ Base Bid or X Alt. #2 Crushed Aggregate Base Course (6.0" Thick)

____ Base Bid or X Alt. #2 Lime Treated Subgrade (12")

____ Base Bid or X Alt. #2 Separation Geotextile

Joint Sealing Filler

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2 Concrete Pavement (9.0" Thick)

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2 Lean Concrete Base Course (11.0" Thick)

I-48L

DESCRIPTION: Taxiway Marking (Yellow)

P-620-5.2b-1 234 SF

DESCRIPTION: Taxiway Marking (Black)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.2b-4 535 SF

DESCRIPTION:

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

P-620-5.3c 20 LB

DESCRIPTION: Sodding

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

T-904-5.2 50 SY

DESCRIPTION: Topsoil (Obtained Onsite or Removed from Stockpile)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

T-905-5.1 300 CY

DESCRIPTION: 6" Pipe (Perforated PVC)(Includes Porous Backfill and Filter Fabric)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

D-705-5.4 424 LF

DESCRIPTION: Trenching for direct-buried cable, 18-inch minimum depth, turf and pavement restoration, protection of existing circuits

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.1 500 LF

DESCRIPTION: No. 6 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.2 1,120 LF

DESCRIPTION: No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed Above the Duct Bank or Conduit, Including Connections/Terminations

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L-108-5.3 600 LF

Reflective Media

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

I-48m

DESCRIPTION: Non-Encased Electrical Conduit, 2”

L110-5.2 500 LF

DESCRIPTION: HDPE Conduit, 2” Jack and Bore under Taxiway

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L110-5.3 70 LF

DESCRIPTION: Electrical Junction Structure L-867D, 16” Diameter, 24” Deep

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L115-5.1 2 EA

DESCRIPTION: Taxiway Edge Light, Elevated, Blue Lens

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L125-5.1 13 EA

DESCRIPTION: Sign L-858 Size 1, 3 Panel, Concrete Base

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

L125-5.3 1 EA

DESCRIPTION: Construction Safety and Phasing Plan

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

S-1000 1 LS

DESCRIPTION: Seeding (Hydroseeding)

REF. NO. QUANTITY UNIT OF MEASURE UNIT PRICE UNIT PRICE EXTENSION (Quantity times Unit Price)

S-1001 0.4 AC

All quantities are estimated. The contractor will be paid based upon actual quantities as verified by the Owner.

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

____ Base Bid or X Alt. #2

I-48n

Baton Rouge Metropolitan Airport L-108 Addendum No. 4

Taxiway F Reconstruction August 11, 2026

Item L-108 Underground Power Cable for Airports

DESCRIPTION

108-1.1 This item shall consist of furnishing and installing power cables that are direct buried and furnishing and/or installing power cables within conduit or duct banks per these specifications at the locations shown on the plans. It includes excavation and backfill of trench for direct-buried cables only.

Also included are the installation of counterpoise wires, ground wires, ground rods and connections, cable splicing, cable marking, cable testing, and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the RPR. This item shall not include the installation of duct banks or conduit, trenching and backfilling for duct banks or conduit, or furnishing or installation of cable for FAA owned/operated facilities.

EQUIPMENT AND MATERIALS

108-2.1 General.

a. Airport lighting equipment and materials covered by advisory circulars (AC) shall be approved under the Airport Lighting Equipment Certification Program per AC 150/5345-53, current version.

b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer’s certification of compliance with the applicable specification, when requested by the RPR.

c. Manufacturer’s certifications shall not relieve the Contractor of the responsibility to provide materials per these specifications. Materials supplied and/or installed that do not comply with these specifications shall be removed (when directed by the RPR) and replaced with materials that comply with these specifications at the Contractor’s cost.

d. All materials and equipment used to construct this item shall be submitted to the RPR for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original.

Clearly and boldly mark each copy to identify products or models applicable to this project. Indicate all optional equipment and delete any non-pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment to which they apply on each submittal sheet. Markings shall be made bold and clear with arrows or circles (highlighting is not acceptable). The Contractor is solely responsible for delays in the project that may accrue directly or indirectly from late submissions or resubmissions of submittals.

e. The data submitted shall be sufficient, in the opinion of the RPR, to determine compliance with the plans and specifications. The Contractor’s submittals shall be electronically submitted in pdf format. The

RPR reserves the right to reject any and all equipment, materials, or procedures that do not meet the system design and the standards and codes, specified in this document.

f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for at least twelve (12) months from the date of final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner’s discretion, with no additional cost to the Owner. The Contractor shall maintain a minimum insulation

Taxiway F Reconstruction August 11, 2026 resistance in accordance with paragraph 108-3.10e with isolation transformers connected in new circuits and new segments of existing circuits through the end of the contract warranty period when tested in accordance with AC 150/5340-26, Maintenance Airport Visual Aid Facilities, paragraph 5.1.3.1, Insulation Resistance Test.

108-2.2 Cable. Underground cable for airfield lighting facilities (runway and taxiway lights and signs) shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical

Cable for Airport Lighting Circuits latest edition. Conductors for use on 6.6 ampere primary airfield lighting series circuits shall be single conductor, seven strand, #6 American wire gauge (AWG), L-824

Type C, 5,000 volts, non-shielded, with cross-linked polyethylene insulation. Conductors for use on 20 ampere primary airfield lighting series circuits shall be single conductor, seven strand, #6 AWG, L-824

Type C, 5,000 volts, non-shielded, with cross-linked polyethylene insulation. L-824 conductors for use on the L-830 secondary of airfield lighting series circuits shall be sized in accordance with the manufacturer’s recommendations. All other conductors shall comply with FAA and National Electric

Code (NEC) requirements. Conductor sizes noted above shall not apply to leads furnished by manufacturers on airfield lighting transformers and fixtures.

Wire for electrical circuits up to 600 volts shall comply with Specification L-824 and/or Commercial Item

Description A-A-59544A and shall be type THWN-2, 75°C for installation in conduit and RHW-2, 75°C for direct burial installations. Conductors for parallel (voltage) circuits shall be type and size and installed in accordance with NFPA-70, National Electrical Code.

Unless noted otherwise, all 600-volt and less non-airfield lighting conductor sizes are based on a 75°C, THWN-2, 600-volt insulation, copper conductors, not more than three single insulated conductors, in raceway, in free air. The conduit/duct sizes are based on the use of THWN-2, 600-volt insulated conductors. The Contractor shall make the necessary increase in conduit/duct sizes for other types of wire insulation. In no case shall the conduit/duct size be reduced. The minimum power circuit wire size shall be #12 AWG.

Conductor sizes may have been adjusted due to voltage drop or other engineering considerations.

Equipment provided by the Contractor shall be capable of accepting the quantity and sizes of conductors shown in the Contract Documents. All conductors, pigtails, cable step-down adapters, cable step-up adapters, terminal blocks and splicing materials necessary to complete the cable termination/splice shall be considered incidental to the respective pay items provided.

Cable type, size, number of conductors, strand and service voltage shall be as specified in the Contract

Document.

108-2.3 Bare copper wire (counterpoise, bare copper wire ground and ground rods). Wire for counterpoise or ground installations for airfield lighting systems shall be No. AWG bare solid copper wire for counterpoise and/or No. 6 AWG insulated stranded for grounding bond wire per ASTM B3 and

ASTM B8, and shall be bare copper wire. For voltage powered circuits, the equipment grounding conductor shall comply with NEC Article 250.

Ground rods shall be copper. The ground rods shall be of the length and diameter specified on the plans, but in no case be less than 10 feet (long and 3/4 inch in diameter.

108-2.4 Cable connections. In-line connections or splices of underground primary cables shall be of the type called for on the plans, and shall be one of the types listed below. No separate payment will be made for cable connections.

a. The cast splice. A cast splice, employing a plastic mold and using epoxy resin equivalent to that manufactured by 3MTM Company, “Scotchcast” Kit No. 82-B, or an approved equivalent, used for potting the splice is acceptable.

Taxiway F Reconstruction August 11, 2026

b. The field-attached plug-in splice. Field attached plug-in splices shall be installed as shown on the plans. The Contractor shall determine the outside diameter of the cable to be spliced and furnish appropriately sized connector kits and/or adapters. Tape or heat shrink tubing with integral sealant shall be in accordance with the manufacturer’s requirements. Primary Connector Kits manufactured by

Amerace, "Super Kit", Integro "Complete Kit", or approved equal is acceptable.

c. The factory-molded plug-in splice. Specification for L-823 Connectors, Factory-Molded to

Individual Conductors, is acceptable.

d. The taped or heat-shrink splice. Taped splices employing field-applied rubber, or synthetic rubber tape covered with plastic tape is acceptable. The rubber tape should meet the requirements of

ASTM D4388 and the plastic tape should comply with Military Specification MIL-I-24391 or

Commercial Item Description A-A-55809. Heat shrinkable tubing shall be heavy-wall, self-sealing tubing rated for the voltage of the wire being spliced and suitable for direct-buried installations. The tubing shall be factory coated with a thermoplastic adhesive-sealant that will adhere to the insulation of the wire being spliced forming a moisture- and dirt-proof seal. Additionally, heat shrinkable tubing for multi-conductor cables, shielded cables, and armored cables shall be factory kits that are designed for the application. Heat shrinkable tubing and tubing kits shall be manufactured by Tyco Electronics/ Raychem Corporation, Energy Division, or approved equivalent.

In all the above cases, connections of cable conductors shall be made using crimp connectors using a crimping tool designed to make a complete crimp before the tool can be removed. All L-823/L-824 splices and terminations shall be made per the manufacturer’s recommendations and listings.

All connections of counterpoise, grounding conductors and ground rods shall be made by the exothermic process or approved equivalent, except that a light base ground clamp connector shall be used for attachment to the light base. All exothermic connections shall be made per the manufacturer’s recommendations and listings.

108-2.5 Splicer qualifications. Every airfield lighting cable splicer shall be qualified in making airport cable splices and terminations on cables rated at or above 5,000 volts AC. The Contractor shall submit to the RPR proof of the qualifications of each proposed cable splicer for the airport cable type and voltage level to be worked on. Cable splicing/terminating personnel shall have a minimum of three (3) years continuous experience in terminating/splicing medium voltage cable.

108-2.6 Concrete. Concrete shall be proportioned, placed, and cured per Item P-610, Concrete for

Miscellaneous Structures.

108-2.7 Flowable backfill. Flowable material used to backfill trenches for power cable trenches shall conform to the requirements of Item P-153, Controlled Low Strength Material.

108-2.8 Cable identification tags. Cable identification tags shall be made from a non-corrosive material with the circuit identification stamped or etched onto the tag. The tags shall be of the type as detailed on the plans.

108-2.9 Tape. Electrical tapes shall be ScotchTM Electrical Tapes –ScotchTM 88 (1-1/2 inch wide) and

ScotchTM 130C® linerless rubber splicing tape (2-inch wide), as manufactured by the Minnesota Mining and Manufacturing Company (3MTM), or an approved equivalent.

108-2.10 Electrical coating. Electrical coating shall be Scotchkote™ as manufactured by 3MTM, or an approved equivalent.

108-2.11 Existing circuits. Whenever the scope of work requires connection to an existing circuit, the existing circuit’s insulation resistance shall be tested, in the presence of the RPR. The test shall be performed per this item and prior to any activity that will affect the respective circuit. The Contractor shall record the results on forms acceptable to the RPR. When the work affecting the circuit is complete, Taxiway F Reconstruction August 11, 2026 the circuit’s insulation resistance shall be checked again, in the presence of the RPR. The Contractor shall record the results on forms acceptable to the RPR. The second reading shall be equal to or greater than the first reading or the Contractor shall make the necessary repairs to the existing circuit to bring the second reading above the first reading. All repair costs including a complete replacement of the L-823 connectors, L-830 transformers and L-824 cable, if necessary, shall be borne by the Contractor. All test results shall be submitted in the Operation and Maintenance (O&M) Manual.

108-2.12 Detectable warning tape. Plastic, detectable, American Public Works Association (APWA)

Red (electrical power lines, cables, conduit and lighting cable) with continuous legend tape shall be polyethylene film with a metalized foil core and shall be 3-6 inches wide. Detectable tape is incidental to the respective bid item. Detectable warning tape for communication cables shall be orange. Detectable warning tape color code shall comply with the APWA Uniform Color Code.

CONSTRUCTION METHODS

108-3.1 General. The Contractor shall install the specified cable at the approximate locations indicated on the plans. Unless otherwise shown on the plans, all cable required to cross under pavements expected to carry aircraft loads shall be installed in concrete encased duct banks. Cable shall be run without splices, from fixture to fixture.

Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual isolation transformers. The Contractor shall be responsible for providing cable in continuous lengths for home runs or other long cable runs without connections unless otherwise authorized in writing by the RPR or shown on the plans.

In addition to connectors being installed at individual isolation transformers, L-823 cable connectors for maintenance and test points shall be installed at locations shown on the plans. Cable circuit identification markers shall be installed on both sides of the L-823 connectors installed and on both sides of slack loops where a future connector would be installed.

Provide not less than 3 feet (1 m) of cable slack on each side of all connections, isolation transformers, light units, and at points where cable is connected to field equipment. Where provisions must be made for testing or for future above grade connections, provide enough slack to allow the cable to be extended at least one foot (30 cm) vertically above the top of the access structure. This requirement also applies where primary cable passes through empty light bases, junction boxes, and access structures to allow for future connections, or as designated by the RPR.

Primary airfield lighting cables installed shall have cable circuit identification markers attached on both sides of each L-823 connector and on each airport lighting cable entering or leaving cable access points, such as manholes, hand holes, pull boxes, junction boxes, etc. Markers shall be of sufficient length for imprinting the cable circuit identification legend on one line, using letters not less than 1/4 inch in size.

The cable circuit identification shall match the circuits noted on the construction plans.

108-3.2 Installation in duct banks or conduits. This item includes the installation of the cable in duct banks or conduit per the following paragraphs. The maximum number and voltage ratings of cables installed in each single duct or conduit, and the current-carrying capacity of each cable shall be per the latest version of the National Electric Code, or the code of the local agency or authority having jurisdiction.

The Contractor shall make no connections or splices of any kind in cables installed in conduits or duct banks.

Unless otherwise designated in the plans, where ducts are in tiers, use the lowest ducts to receive the cable first, with spare ducts left in the upper levels. Check duct routes prior to construction to obtain assurance that the shortest routes are selected and that any potential interference is avoided.

Taxiway F Reconstruction August 11, 2026

Duct banks or conduits shall be installed as a separate item per Item L-110, Airport Underground

Electrical Duct Banks and Conduit. The Contractor shall run a mandrel through duct banks or conduit prior to installation of cable to ensure that the duct bank or conduit is open, continuous and clear of debris. The mandrel size shall be compatible with the conduit size. The Contractor shall swab out all conduits/ducts and clean light bases, manholes, etc., interiors immediately prior to pulling cable. Once cleaned and swabbed, the light bases and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, light bases, manholes, etc., is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be re-cleaned at the Contractor’s expense. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the RPR of any blockage in the existing ducts.

The cable shall be installed in a manner that prevents harmful stretching of the conductor, damage to the insulation, or damage to the outer protective covering. The ends of all cables shall be sealed with moisture-seal tape providing moisture-tight mechanical protection with minimum bulk, or alternately, heat shrinkable tubing before pulling into the conduit and it shall be left sealed until connections are made. Where more than one cable is to be installed in a conduit, all cable shall be pulled in the conduit at the same time. The pulling of a cable through duct banks or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Maximum pulling tensions shall not exceed the cable manufacturer’s recommendations. A non-hardening cable-pulling lubricant recommended for the type of cable being installed shall be used where required.

The Contractor shall submit the recommended pulling tension values to the RPR prior to any cable installation.