AL
Alabama DOT · Bid Tabulation
Contract 20260327023
MICRO-MILLING, RESURFACING, AND TRAFFIC STRIPE ON SR-117 FROM THE INTERSECTION OF SR-75 IN IDER TO THE INTERSECTION OF SR-71 IN FLAT ROCK
- County
- DEKALB, JACKSON
- District
- 0103
- Letting
- March 27, 2026
- Bidders
- 3
Apparent low bid
ROGERS GROUP, INC.
$1,656,000.00
Other bidders
WIREGRASS CONSTRUCTION COMPANY, INC.
$1,762,745.73
ALABAMA GRADING & EXCAVATION, LLC.
$2,089,601.55
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | ROGERS GROUP, INC. $1,656,000.00 | WIREGRASS CONSTRUCTION COMPANY, INC. $1,762,745.73 | ALABAMA GRADING & EXCAVATION, LLC. $2,089,601.55 | |||
|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | ||||
| 405A000 | Tack Coat | 10,284 | GAL | $3.2000 | $32,908.80 | $3.7400 | $38,462.16 | $5.1600 | $53,065.44 |
| 408B001 | Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) | 101,566 | SQYD | $0.7500 | $76,174.50 | $1.5700 | $159,458.62 | $1.8400 | $186,881.44 |
| 410H000 | Material Remixing Device | 1 | EACH | $40,000.0000 | $40,000.00 | $10,000.0000 | $10,000.00 | $46,778.8500 | $46,778.85 |
| 424A360 | Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | 8,182 | TON | $108.5000 | $887,747.00 | $112.7300 | $922,356.86 | $106.5100 | $871,464.82 |
| 424A369 | Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | 302 | TON | $160.0000 | $48,320.00 | $200.0000 | $60,400.00 | $173.5000 | $52,397.00 |
| 424B655 | Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | 1,000 | TON | $145.0000 | $145,000.00 | $145.0000 | $145,000.00 | $210.2800 | $210,280.00 |
| 428A001 | Scoring Bituminous Pavement Surface | 11 | MILE | $1,120.0000 | $12,320.00 | $320.4700 | $3,525.17 | $1,177.0500 | $12,947.55 |
| 430B043 | Aggregate Surfacing (1" Down, Crusher Run) | 2,839 | TON | $38.0000 | $107,882.00 | $48.0000 | $136,272.00 | $63.7700 | $181,043.03 |
| 600A000 | Mobilization | 1 | LS | $78,665.7000 | $78,665.70 | $21,540.8800 | $21,540.88 | $197,580.0000 | $197,580.00 |
| 665Q002 | Wattle | 600 | LF | $4.0000 | $2,400.00 | $9.0900 | $5,454.00 | $14.6500 | $8,790.00 |
| 698A000 | Construction Fuel (Maximum Bid Limited to $ 76,000.00 | 1 | LS | $0.0000 | $0.00 | $38,000.0000 | $38,000.00 | $0.0000 | $0.00 |
| 701A227 | Solid White, Class 2, Type A Traffic Stripe (5" Wide) | 12 | MILE | $3,500.0000 | $42,000.00 | $4,246.2700 | $50,955.24 | $5,192.2500 | $62,307.00 |
| 701A230 | Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 8 | MILE | $3,500.0000 | $28,000.00 | $4,246.2700 | $33,970.16 | $5,192.2500 | $41,538.00 |
| 701A244 | Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 3 | MILE | $1,175.0000 | $3,525.00 | $2,125.8100 | $6,377.43 | $2,535.7500 | $7,607.25 |
| 701B207 | Dotted, Class 2, Type A Traffic Stripe (5" Wide) | 525 | LF | $0.4000 | $210.00 | $2.1400 | $1,123.50 | $2.4200 | $1,270.50 |
| 701C000 | Broken Temporary Traffic Stripe | 5 | MILE | $1,015.0000 | $5,075.00 | $1,281.8900 | $6,409.45 | $1,449.0000 | $7,245.00 |
| 701C001 | Solid Temporary Traffic Stripe | 38 | MILE | $1,150.0000 | $43,700.00 | $1,308.6000 | $49,726.80 | $1,449.0000 | $55,062.00 |
| 701G251 | Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) | 600 | LF | $10.0000 | $6,000.00 | $6.9400 | $4,164.00 | $11.4700 | $6,882.00 |
| 703A002 | Traffic Control Markings, Class 2, Type A | 2,598 | SQFT | $5.0000 | $12,990.00 | $5.3400 | $13,873.32 | $7.2500 | $18,835.50 |
| 703B002 | Traffic Control Legends, Class 2, Type A | 356 | SQFT | $8.0000 | $2,848.00 | $7.4800 | $2,662.88 | $7.2500 | $2,581.00 |
| 703D001 | Temporary Traffic Control Markings | 1,736 | SQFT | $1.7500 | $3,038.00 | $1.3400 | $2,326.24 | $3.0200 | $5,242.72 |
| 703E001 | Temporary Traffic Control Legends | 532 | SQFT | $2.7500 | $1,463.00 | $1.8700 | $994.84 | $3.0200 | $1,606.64 |
| 705A030 | Pavement Markers, Class A-H, Type 2-C | 42 | EACH | $5.7500 | $241.50 | $5.3400 | $224.28 | $7.2500 | $304.50 |
| 705A032 | Pavement Markers, Class A-H, Type 1-B | 513 | EACH | $5.7500 | $2,949.75 | $5.3400 | $2,739.42 | $7.2500 | $3,719.25 |
| 705A037 | Pavement Markers, Class A-H, Type 2-D | 385 | EACH | $5.7500 | $2,213.75 | $5.3400 | $2,055.90 | $7.2400 | $2,787.40 |
| 705A038 | Pavement Markers, Class A-H, Type 2-E | 200 | EACH | $6.0000 | $1,200.00 | $5.3400 | $1,068.00 | $7.2500 | $1,450.00 |
| 740B000 | Construction Signs | 938 | SQFT | $6.0000 | $5,628.00 | $6.4100 | $6,012.58 | $7.0000 | $6,566.00 |
| 740D000 | Channelizing Drums | 200 | EACH | $25.0000 | $5,000.00 | $58.7500 | $11,750.00 | $11.5500 | $2,310.00 |
| 740E000 | Cones (36 Inches High) | 200 | EACH | $17.5000 | $3,500.00 | $26.7100 | $5,342.00 | $41.5800 | $8,316.00 |
| 740O000 | Pilot Car | 1 | EACH | $55,000.0000 | $55,000.00 | $20,500.0000 | $20,500.00 | $32,742.6600 | $32,742.66 |
Source: public Alabama DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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