Open RFP

Constructing the Micro-milling, Resurfacing, and Traffic Stripe RFP

Description: Work includes 49 SY removing concrete sidewalk, 206d003 465 LF removing curb and gutter, 210d001 20 CY borrow excavation (loose truckbed measurement), 301e008 66 Ton crushed aggregate base course, type b, plant mixed 408b001 7,117 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), superpave bituminous concrete wearing surface layer, 1/2" maximum aggregate size mix, esal range a/b 588 Ton, superpave bituminous concrete upper binder layer, patching, 3/4" maximum aggregate size mix, esal range a/b 59 Ton, mobilization, 27 SY concrete sidewalk, 4" thick, 70 SF detectable warning surface. See attached file.

Buyer: Alabama Department of Transportation
SpecialDistrict · AL, US
Released: Oct 9, 2026
Closes: Nov 6, 2026(23 days left)

RFP documents

Solicitation files and supporting documents for this bid.

1 file available

PITEMS021PDF

Key Contacts on this RFP

Decision makers connected to this RFP from Alabama Department of Transportation.

Edward N. AustinChief Engineer

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+1 (***) ***-****

Jeff HornsbyChief Financial Officer

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+1 (***) ***-****

Tim WallaceDistrict 35 Administrator

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+1 (***) ***-****

Russell TaylorDistrict Administrator

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+1 (***) ***-****

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Oct 9, 2026

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Nov 6, 2026

Micro-Milling, Resurfacing, and Traffic Stripe RFP

Work includes 74 SY removing concrete driveway, 2,655 Gal tack coat, 8,564 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), superpave bituminous concrete wearing surface layer, 3/8" maximum aggregate size mix, esal range c/d 1,397 Ton, superpave bituminous concrete upper binder layer, 3/8" maximum aggregate size mix, esal range c/d 1,075 Ton, superpave bituminous concrete upper binder layer, leveling, 3/8" maximum aggregate size mix, esal range c/d 50 Ton, 505 Ton aggregate surfacing (1" down, crusher run), 25,294 SY scrub seal, mobilization. See attached file.

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Work includes 400 LF removing guardrail, 14,315 LF removing cable guiderail, 35 EA removing guardrail end anchor, 44,820 gal tack coat, 131,013 SY planing existing pavement (approx 2.10" thru 3.0" thick), 7,384 SY micro-milling existing pavement (approx 0.00" thru 1.00" thick), 111,246 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), material remixing device, smoothness testing, certified inertial profiler, 8,268 Ton polymer modified open graded friction course, 23,583 Gal open graded friction course tack coat, 10,470 Ton stone matrix asphalt wearing layer, 1/2" maximum aggregate size, 12,401 Ton stone matrix asphalt binder layer, 3/4" maximum aggregate size. See attached file.

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for constructing the Planing, Micro-Milling, Resurfacing, and Traffic Stripe to include Guardrail and Cable Guiderail Installation on I-65 from a point 0.560 mile south of the Exit 305 Interchange in Good Hope to the SR-74 (US-278) Overpass west of Cullman. Length 3.806 mi.