clearing and grubbing, removal of concrete bridge, grading, class ii base course, milling asphalt concrete, precast concrete piles, concrete slab span bridge, asphalt concrete, and related work.
Parish: Cameron
Federal Number: H015493
Estimated Construction Cost: $1,000,000 to $2,500,000
OJT Goal: 2 Trainees
Specbook: 2026
Letting: 10/14/2026 Headquarters — electronic bids via www.bidx.com, downloaded 10:00 a.m.
SPECIAL NOTICE TO CONTRACTORS: Bidders are required to certify their intent to comply with Section 102.14 of the 2026 Louisiana Standard Specifications for Roads and Bridges.
Schedule of items (39 pay items, quantities for information only):
0001 · 201-01-00100 · Clearing and Grubbing · LUMP · 1
0002 · 202-01-00100 · Removal of Structures and Obstructions · LUMP · 1
0003 · 202-02-03030 · Removal of Pavement Structure · SQYD · 2,128
0004 · 202-02-04501 · Removal of Bridge (28' x 38' Concrete Bridge with Timber Piles and Headwalls) · LUMP · 1
0005 · 203-01-00100 · General Excavation · CUYD · 81
0006 · 203-02-00100 · Drainage Excavation · CUYD · 97
0007 · 203-03-00100 · Embankment · CUYD · 728
0008 · 204-06-00100 · Temporary Silt Fencing · LNFT · 1,010
0009 · 302-02-08080 · Class II Base Course (8" Thick) (Asphalt Concrete Base) · SQYD · 166.6
0010 · 502-01-00100 · Asphalt Concrete · TON · 250.8
0011 · 502-01-00200 · Asphalt Concrete, Drives, Turnouts and Miscellaneous · TON · 37.2
0012 · 509-01-00100 · Milling Asphalt Pavement · SQYD · 1,064
0013 · 511-01-00100 · Saw Cutting Asphalt Concrete Pavement · INLF · 5,270
0014 · 704-03-00200 · Blocked Out Guard Rail - 31", (6'-3" Post Spacing) · LNFT · 75
0015 · 704-07-00200 · Guard Rail Transitions (Double Thrie Beam) · LNFT · 100
0016 · 704-10-00205 · Guard Rail End Treatment, MASH, (TL-3 Tangent) · EACH · 4
0017 · 711-01-04000 · Riprap (55 lb, 18" Thick) · SQYD · 331
0018 · 711-04-00100 · Geotextile Fabric · SQYD · 331
0019 · 713-01-00100 · Temporary Signs and Barricades · LUMP · 1
0020 · 727-01-00100 · Mobilization · LUMP · 1
0021 · 729-01-00100 · Sign (Type A) · SQFT · 24.3
0022 · 729-01-00200 · Mounting of Sign (Type A) · EACH · 3
0023 · 729-16-00300 · Object Marker Assembly (Type 3) · EACH · 4
0024 · 729-22-00100 · Perforated Square Tubing Post with 2-1/4" Anchor · EACH · 3
0025 · 731-02-00100 · Reflectorized Raised Pavement Markers · EACH · 25
0026 · 732-02-02000 · Plastic Pavement Striping…
The work includes clearing and grubbing, removal of structures and obstructions, removal of pavement structure, removal of a 28' x 38' concrete bridge with timber piles and headwalls, general excavation, drainage excavation, embankment, temporary silt fencing, class II base course (8" thick) (asphalt concrete base), asphalt concrete, asphalt concrete for drives, turnouts and miscellaneous, milling asphalt pavement, saw cutting asphalt concrete pavement, blocked out guard rail - 31", guard rail transitions (double thrie beam), guard rail end treatment (MASH, TL-3 tangent), riprap (55 lb, 18" thick), geotextile fabric, temporary signs and barricades, mobilization, sign (type A), mounting of sign (type A), object marker assembly (type 3), perforated square tubing post with 2-1/4" anchor, reflectorized raised pavement markers, plastic pavement striping (solid line and broken line, 4" width, thermoplastic 90 mil), hydro-seeding, construction layout, precast concrete piles (16"), class A1 concrete (slab span and bent cap), concrete finish (class 2 rubbed finish and class 3 special finish), deformed reinforcing steel, concrete bridge railing (standard and slotted), concrete approach slabs (cast-in-place), and joint seal (poured).
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Source: Louisiana Department of Transportation and Development (solicitation H.015493.6), retrieved via a public procurement portal. View the official posting, and always confirm requirements and deadlines with the issuing agency.