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Planing, Resurfacing, Guardrail Installation, and Traffic Stripe RFP - Alabama Department of Transportation Bid & RFP - Due Jun 26, 2026 | Starbridge
RFPs / Planing, Resurfacing, Guardrail Installation, and Traff…
Summary Work includes 238 LF removing guardrail, 57 ea removing guardrail end anchor (all type), 128 sta machine grading shoulders, 27,574 Gal tack coat, 275,736 SY planing existing pavement (approx 1.10" thru 2.0" thick), material remixing device, 20,123 Ton stone matrix asphalt wearing layer, 1/2" maximum aggregate size, superpave bituminous concrete wearing surface layer, 1/2" maximum aggregate size mix, esal range c/d 10,208 Ton, 5000 Ton superpave bituminous concrete upper binder layer, patching, 1" maximum aggregate size mix, esal range e. See attached file.
What to Include In Your Proposal Starbridge can help you:
Pain points mentioned in board meetings and strategic plans
✓ Instantly outline and draft all requirements
✓ Bring in your USPs and exploit competitor gaps
Win These Opportunities Next Starbridge can help you:
✓ Get ahead of RFPs — target accounts planning budget or ending contracts soon
✓ Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
✓ Starbridge.ai books 30 - 40% of leads into meetings
Contacts & Company Data Premium
Verified names, emails & phone numbers AI-predicted best buyers in the org Auto-sync to Salesforce & HubSpot Unlock Contact Data → Access the largest public sector contact database
Competitor Intelligence Premium
See which competitors are likely to bid Line-item pricing breakdowns Contract expiration map of your TAM Access Full Details → Get complete source documentation & analysis
More Opportunities Like This Alabama Department of Transportation Work includes 900 LF removing guardrail, 12 EA removing guardrail end anchor (all type), 3,888 Gal tack coat, 40,427 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), material remixing device, superpave bituminous concrete wearing surface layer, 1/2" maximum aggregate size mix, esal range c/d 3,336 Ton, superpave bituminous concrete wearing surface layer, widening, 1/2" maximum aggregate size mix, esal range c/d 123 Ton, superpave bituminous concrete upper binder layer, patching, 1" maximum aggregate size mix, esal range c/d 1,000 Ton, 5 mile scoring bituminous pavement surface, 1,095 Ton aggregate surfacing (1" down, crusher run). See attached file.
Work includes 900 LF removing guardrail, 12 EA removing guardrail end anchor (all type), 3,888 Gal tack coat, 40,427 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), material remixing device, superpave bituminous concrete wearing surface layer, 1/2" maximum aggregate size mix, esal range c/d 3,336 Ton, superpave bituminous concrete wearing surface layer, widening, 1/2" maximum aggregate size mix, esal range c/d 123 Ton, superpave bituminous concrete upper binder layer, patching, 1" maximum aggregate size mix, esal range c/d 1,000 Ton, 5 mile scoring bituminous pavement surface, 1,095 Ton aggregate surfacing (1" down, crusher run). See attached file.
Available Alabama Department of Transportation Work includes 2,041 SY removing concrete sidewalk, 154 SY removing concrete driveway, 2 SY removing concrete steps, 19 LF removing pipe, 2,518 LF removing curb and gutter, 86 LF removing retaining wall, removing inlets, removing junction boxes, 4 EA removing inlets (partial), 150 CY unclassified excavation, 50 CY borrow excavation (loose truckbed measurement), 36 CY structure excavation, 14 CY foundation backfill, commercial, 289 CY selected materials, section 820, for miscellaneous use, 250 ton crushed aggregate, section 825, for miscellaneous use, 1,544 gal tack coat, 10,414 SY planing existing pavement (approx 1.10" thru 2.0" thick). See attached file.
Alabama Department of Transportation Work includes 11,388 LF removing guardrail, 87 LF removing raised curb channelizer, 31 EA removing guardrail end anchor (all type), 17,530 gal tack coat, 175,493 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), material remixing device, superpave bituminous concrete wearing surface layer, 1/2" maximum aggregate size mix, esal range e 13,381 Ton, superpave bituminous concrete wearing surface layer, widening, 1/2" maximum aggregate size mix, esal range e 1,099 Ton, superpave bituminous concrete upper binder layer, patching, 1" maximum aggregate size mix, esal range e 1,000 Ton, 13 mile scoring bituminous pavement surface. See attached file.
Alabama Department of Transportation Work includes 7,528 gal tack coat, 408a052 10,901 SY planing existing pavement (approx 1.10" thru 2.0" thick), material remixing device, 424a366 superpave bituminous concrete wearing surface layer, leveling, 1/2" maximum aggregate size mix, esal range c/d 7,359 Ton, 424b655 superpave bituminous concrete upper binder layer, patching, 1" maximum aggregate size mix, esal range c/d 100 Ton, mobilization, 50 SF detectable warning surface, 1,297 CY topsoil, 4 Acre seeding, 4 Acre mulching, construction fuel, 10 mile solid white, class 2, type a traffic stripe. See attached file.
Work includes 7,528 gal tack coat, 408a052 10,901 SY planing existing pavement (approx 1.10" thru 2.0" thick), material remixing device, 424a366 superpave bituminous concrete wearing surface layer, leveling, 1/2" maximum aggregate size mix, esal range c/d 7,359 Ton, 424b655 superpave bituminous concrete upper binder layer, patching, 1" maximum aggregate size mix, esal range c/d 100 Ton, mobilization, 50 SF detectable warning surface, 1,297 CY topsoil, 4 Acre seeding, 4 Acre mulching, construction fuel, 10 mile solid white, class 2, type a traffic stripe. See attached file.
Work includes 2,041 SY removing concrete sidewalk, 154 SY removing concrete driveway, 2 SY removing concrete steps, 19 LF removing pipe, 2,518 LF removing curb and gutter, 86 LF removing retaining wall, removing inlets, removing junction boxes, 4 EA removing inlets (partial), 150 CY unclassified excavation, 50 CY borrow excavation (loose truckbed measurement), 36 CY structure excavation, 14 CY foundation backfill, commercial, 289 CY selected materials, section 820, for miscellaneous use, 250 ton crushed aggregate, section 825, for miscellaneous use, 1,544 gal tack coat, 10,414 SY planing existing pavement (approx 1.10" thru 2.0" thick). See attached file.
Available
Work includes 11,388 LF removing guardrail, 87 LF removing raised curb channelizer, 31 EA removing guardrail end anchor (all type), 17,530 gal tack coat, 175,493 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), material remixing device, superpave bituminous concrete wearing surface layer, 1/2" maximum aggregate size mix, esal range e 13,381 Ton, superpave bituminous concrete wearing surface layer, widening, 1/2" maximum aggregate size mix, esal range e 1,099 Ton, superpave bituminous concrete upper binder layer, patching, 1" maximum aggregate size mix, esal range e 1,000 Ton, 13 mile scoring bituminous pavement surface. See attached file.
Available
Available
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