AL
Alabama DOT · Bid Tabulation
Contract 20260327039
MICRO-MILLING, RESURFACING (SCRUB SEAL), GUARDRAIL INSTALLATION, AND TRAFFIC STRIPE ON SR-124 FROM THE JUNCTION OF SR-118 SOUTHEAST OF CARBON HILL TO THE JUNCTION OF SR-69 SOUTHWEST OF JASPER
- County
- WALKER
- District
- 1008
- Letting
- March 27, 2026
- Bidders
- 1
Apparent low bid
WIREGRASS CONSTRUCTION COMPANY, INC.
$3,348,272.12
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | WIREGRASS CONSTRUCTION COMPANY, INC. $3,348,272.12 | |
|---|---|---|---|---|---|
| Unit Price | Extension | ||||
| 206D001 | Removing Guardrail | 225 | LF | $6.3500 | $1,428.75 |
| 206E008 | Removing Guardrail End Anchor (All Type) | 10 | EACH | $380.8300 | $3,808.30 |
| 212A000 | Machine Grading Shoulders | 14 | STA | $756.9600 | $10,597.44 |
| 305B077 | Crushed Aggregate, Section 825, For Miscellaneous Use | 1,210 | TON | $170.0000 | $205,700.00 |
| 405A000 | Tack Coat | 18,687 | GAL | $1.0900 | $20,368.83 |
| 408B001 | Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) | 145,063 | SQYD | $2.8900 | $419,232.07 |
| 410H000 | Material Remixing Device | 1 | EACH | $11,000.0000 | $11,000.00 |
| 424A340 | Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | 10,177 | TON | $123.4400 | $1,256,248.88 |
| 424A349 | Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | 330 | TON | $205.9000 | $67,947.00 |
| 424B647 | Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B | 778 | TON | $204.3700 | $158,999.86 |
| 424B670 | Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | 172 | TON | $359.7700 | $61,880.44 |
| 428A001 | Scoring Bituminous Pavement Surface | 32 | MILE | $1,610.4600 | $51,534.72 |
| 430B043 | Aggregate Surfacing (1" Down, Crusher Run) | 33 | TON | $158.6800 | $5,236.44 |
| 433A000 | Scrub Seal | 144,142 | SQYD | $3.4600 | $498,731.32 |
| 600A000 | Mobilization | 1 | LS | $43,718.2600 | $43,718.26 |
| 630A001 | Steel Beam Guardrail, Class A, Type | 225 | LF | $31.7400 | $7,141.50 |
| 630C079 | Guardrail End Anchor, Type 13 (MASH) | 3 | EACH | $4,316.0600 | $12,948.18 |
| 630C080 | Guardrail End Anchor, Type 20 Series (MASH) | 7 | EACH | $3,808.2900 | $26,658.03 |
| 631C010 | Guardrail Reset | 763 | LF | $10.1600 | $7,752.08 |
| 665Q002 | Wattle | 300 | LF | $1.0000 | $300.00 |
| 698A000 | Construction Fuel (Maximum Bid Limited to $ 144,000.00) | 1 | LS | $77,000.0000 | $77,000.00 |
| 701A227 | Solid White, Class 2, Type A Traffic Stripe (5" Wide) | 23 | MILE | $4,665.1500 | $107,298.45 |
| 701A230 | Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 16 | MILE | $4,665.1500 | $74,642.40 |
| 701A244 | Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 6 | MILE | $2,253.2400 | $13,519.44 |
| 701B207 | Dotted, Class 2, Type A Traffic Stripe (5" Wide) | 153 | LF | $3.8100 | $582.93 |
| 701C000 | Broken Temporary Traffic Stripe | 26 | MILE | $952.0700 | $24,753.82 |
| 701C001 | Solid Temporary Traffic Stripe | 123 | MILE | $983.8100 | $121,008.63 |
| 701G146 | Solid White, Class W, Type A Traffic Stripe (5" Wide) | 551 | LF | $6.3500 | $3,498.85 |
| 701G150 | Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) | 276 | LF | $3.8100 | $1,051.56 |
| 701G154 | Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) | 103 | LF | $6.3500 | $654.05 |
| 701H002 | Solid Traffic Stripe Removed (Tape) | 654 | LF | $1.2700 | $830.58 |
| 701H007 | Broken Traffic Stripe Removed (Tape) | 276 | LF | $1.2700 | $350.52 |
| 703A002 | Traffic Control Markings, Class 2, Type A | 1,462 | SQFT | $5.0800 | $7,426.96 |
| 703B002 | Traffic Control Legends, Class 2, Type A | 47 | SQFT | $8.8900 | $417.83 |
| 703D001 | Temporary Traffic Control Markings | 3,670 | SQFT | $1.5900 | $5,835.30 |
| 705A030 | Pavement Markers, Class A-H, Type 2-C | 4 | EACH | $5.7100 | $22.84 |
| 705A032 | Pavement Markers, Class A-H, Type 1-B | 491 | EACH | $5.7100 | $2,803.61 |
| 705A037 | Pavement Markers, Class A-H, Type 2-D | 1,063 | EACH | $5.7100 | $6,069.73 |
| 705A038 | Pavement Markers, Class A-H, Type 2-E | 51 | EACH | $5.7100 | $291.21 |
| 705A039 | Pavement Markers, Class A-H, Type 2-A | 970 | EACH | $7.6200 | $7,391.40 |
| 710A164 | Class 10 Aluminum Flat Sign Panels (Type XI Background, Fluorescent) | 8 | SQFT | $30.4700 | $243.76 |
| 710A171 | Class 4, Aluminum Flat Sign Panels (Type IV Background) | 6 | SQFT | $29.2000 | $175.20 |
| 710B021 | Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | 28 | LF | $22.8500 | $639.80 |
| 710C000 | Removal Of Existing Roadway Signs | 1 | LS | $126.9400 | $126.94 |
| 740B000 | Construction Signs | 1,604 | SQFT | $6.9800 | $11,195.92 |
| 740D000 | Channelizing Drums | 100 | EACH | $1.0000 | $100.00 |
| 740E000 | Cones (36 Inches High) | 300 | EACH | $1.0000 | $300.00 |
| 740O000 | Pilot Car | 1 | EACH | $5,000.0000 | $5,000.00 |
| 740P000 | Portable Rumble Strip | 1 | LS | $3,808.2900 | $3,808.29 |
Source: public Alabama DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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