AL
Alabama DOT · Bid Tabulation
Contract 20260327017
PLANING, RESURFACING, TRAFFIC SIGNAL UPGRADES, AND TRAFFIC STRIPE ON SR-3 (US-31) FROM THE JUNCTION OF EVERGREEN AVENUE TO THE INTERSECTION OF UNDERWOOD STREET IN BREWTON
- County
- ESCAMBIA
- District
- 0903
- Letting
- March 27, 2026
- Bidders
- 2
Apparent low bid
APAC-ALABAMA, INC.
$533,569.17
Other bidders
WIREGRASS CONSTRUCTION COMPANY, INC.
$857,117.00
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | APAC-ALABAMA, INC. $533,569.17 | WIREGRASS CONSTRUCTION COMPANY, INC. $857,117.00 | ||
|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | ||||
| 405A000 | Tack Coat | 2,242 | GAL | $4.3700 | $9,797.54 | $4.4400 | $9,954.48 |
| 408A052 | Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) | 22,420 | SQYD | $1.8700 | $41,925.40 | $6.5800 | $147,523.60 |
| 410H000 | Material Remixing Device | 1 | EACH | $204.9400 | $204.94 | $1.4800 | $1.48 |
| 424A360 | Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | 1,892 | TON | $138.3200 | $261,701.44 | $195.7300 | $370,321.16 |
| 424B653 | Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | 50 | TON | $337.5600 | $16,878.00 | $347.9100 | $17,395.50 |
| 424B657 | Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | 50 | TON | $153.7200 | $7,686.00 | $209.4800 | $10,474.00 |
| 600A000 | Mobilization | 1 | LS | $37,653.4100 | $37,653.41 | $59,221.5300 | $59,221.53 |
| 622A002 | Manhole Covers Reset (Sanitary) | 15 | EACH | $3,781.6700 | $56,725.05 | $7,726.5900 | $115,898.85 |
| 665J002 | Silt Fence | 100 | LF | $6.8800 | $688.00 | $8.1000 | $810.00 |
| 665O001 | Silt Fence Removal | 100 | LF | $3.4400 | $344.00 | $4.0500 | $405.00 |
| 665Q002 | Wattle | 50 | LF | $16.0400 | $802.00 | $18.9000 | $945.00 |
| 666A001 | Pest Control Treatment | 1 | ACRE | $171.9000 | $171.90 | $675.0000 | $675.00 |
| 698A000 | Construction Fuel (Maximum Bid Limited to $ 22,400.00) | 1 | LS | $0.0000 | $0.00 | $0.0000 | $0.00 |
| 701A227 | Solid White, Class 2, Type A Traffic Stripe (5" Wide) | 2 | MILE | $3,667.0800 | $7,334.16 | $5,042.2500 | $10,084.50 |
| 701A230 | Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 2 | MILE | $3,667.0800 | $7,334.16 | $5,042.2500 | $10,084.50 |
| 701C001 | Solid Temporary Traffic Stripe | 11 | MILE | $859.4700 | $9,454.17 | $1,215.0000 | $13,365.00 |
| 703A002 | Traffic Control Markings, Class 2, Type A | 1,590 | SQFT | $4.8700 | $7,743.30 | $5.4000 | $8,586.00 |
| 703B002 | Traffic Control Legends, Class 2, Type A | 137 | SQFT | $6.5900 | $902.83 | $6.7500 | $924.75 |
| 703D001 | Temporary Traffic Control Markings | 1,590 | SQFT | $1.7200 | $2,734.80 | $1.6900 | $2,687.10 |
| 703E001 | Temporary Traffic Control Legends | 137 | SQFT | $2.2900 | $313.73 | $2.7000 | $369.90 |
| 705A037 | Pavement Markers, Class A-H, Type 2-D | 486 | EACH | $5.4400 | $2,643.84 | $6.7500 | $3,280.50 |
| 730H001 | Loop Wire | 3,255 | LF | $6.8800 | $22,394.40 | $5.5200 | $17,967.60 |
| 730I001 | Loop Detector Lead-In-Cable | 360 | LF | $8.8800 | $3,196.80 | $5.0800 | $1,828.80 |
| 730J010 | Vehicle Loop Detector | 2 | EACH | $513.3900 | $1,026.78 | $1,522.8000 | $3,045.60 |
| 730K001 | Traffic Signal Junction Box Type S1 | 4 | EACH | $1,317.8600 | $5,271.44 | $1,903.5000 | $7,614.00 |
| 730L005 | 2", Non-Metallic, Conduit | 325 | LF | $16.0400 | $5,213.00 | $31.7300 | $10,312.25 |
| 730Q020 | Miscellaneous Equipment, Backplate for Existing Vehicular Signal Head, 3 Section | 16 | EACH | $658.9300 | $10,542.88 | $1,522.8000 | $24,364.80 |
| 740B000 | Construction Signs | 790 | SQFT | $6.8800 | $5,435.20 | $7.0900 | $5,601.10 |
| 740D000 | Channelizing Drums | 250 | EACH | $29.8000 | $7,450.00 | $13.5000 | $3,375.00 |
Source: public Alabama DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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