AL
Alabama DOT · Bid Tabulation
Contract 20260327021
MICRO-MILLING, RESURFACING, AND TRAFFIC STRIPE ON SR-75 FROM A POINT 0.470 MILE SOUTH OF THE JUNCTION OF CR- 326/CR-41 TO THE JUNCTION OF 7TH STREET IN FYFFE
- County
- DEKALB
- District
- 0103
- Letting
- March 27, 2026
- Bidders
- 4
Apparent low bid
ROGERS GROUP, INC.
$1,371,700.00
Other bidders
WIREGRASS CONSTRUCTION COMPANY, INC.
$1,390,783.57
VULCAN MATERIALS ASPHALT AND CONSTRUCTION, LLC
$1,656,460.90
ALABAMA GRADING & EXCAVATION, LLC.
$1,779,952.27
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | ROGERS GROUP, INC. $1,371,700.00 | WIREGRASS CONSTRUCTION COMPANY, INC. $1,390,783.57 | VULCAN MATERIALS ASPHALT AND CONSTRUCTION, LLC $1,656,460.90 | ALABAMA GRADING & EXCAVATION, LLC. $1,779,952.27 | ||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | Unit Price | Extension | ||||
| 405A000 | Tack Coat | 7,753 | GAL | $3.2000 | $24,809.60 | $3.7400 | $28,996.22 | $3.5000 | $27,135.50 | $5.3900 | $41,788.67 |
| 408B001 | Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) | 77,877 | SQYD | $0.8500 | $66,195.45 | $1.1700 | $91,116.09 | $2.0000 | $155,754.00 | $1.8200 | $141,736.14 |
| 410H000 | Material Remixing Device | 1 | EACH | $32,000.0000 | $32,000.00 | $12,500.0000 | $12,500.00 | $40,000.0000 | $40,000.00 | $57,273.3000 | $57,273.30 |
| 424A360 | Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | 6,426 | TON | $106.5000 | $684,369.00 | $102.8100 | $660,657.06 | $123.0000 | $790,398.00 | $111.7600 | $718,169.76 |
| 424A369 | Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | 233 | TON | $167.5000 | $39,027.50 | $326.0000 | $75,958.00 | $190.0000 | $44,270.00 | $186.9100 | $43,550.03 |
| 424B655 | Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | 1,400 | TON | $143.5000 | $200,900.00 | $129.2100 | $180,894.00 | $168.0000 | $235,200.00 | $174.1100 | $243,754.00 |
| 428A001 | Scoring Bituminous Pavement Surface | 1 | MILE | $2,950.0000 | $2,950.00 | $4,273.0800 | $4,273.08 | $320.0000 | $320.00 | $4,830.0000 | $4,830.00 |
| 430B043 | Aggregate Surfacing (1" Down, Crusher Run) | 962 | TON | $47.0000 | $45,214.00 | $50.3500 | $48,436.70 | $52.0000 | $50,024.00 | $79.2800 | $76,267.36 |
| 432A000 | High Density Mineral Bond | 16,052 | SQYD | $4.8500 | $77,852.20 | $4.2200 | $67,739.44 | $4.2000 | $67,418.40 | $5.0000 | $80,260.00 |
| 600A000 | Mobilization | 1 | LS | $66,423.2500 | $66,423.25 | $53,225.6700 | $53,225.67 | $79,798.0000 | $79,798.00 | $160,130.0000 | $160,130.00 |
| 698A000 | Construction Fuel (Maximum Bid Limited to $ 71,000.00) | 1 | LS | $0.0000 | $0.00 | $35,500.0000 | $35,500.00 | $0.0000 | $0.00 | $0.0000 | $0.00 |
| 701A227 | Solid White, Class 2, Type A Traffic Stripe (5" Wide) | 5 | MILE | $3,500.0000 | $17,500.00 | $3,560.9000 | $17,804.50 | $4,450.0000 | $22,250.00 | $3,880.8000 | $19,404.00 |
| 701A230 | Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 5 | MILE | $3,500.0000 | $17,500.00 | $3,560.9000 | $17,804.50 | $4,450.0000 | $22,250.00 | $1,176.0000 | $5,880.00 |
| 701A239 | Broken White, Class 2, Type A Traffic Stripe (5" Wide) | 4 | MILE | $1,200.0000 | $4,800.00 | $1,079.0600 | $4,316.24 | $2,170.0000 | $8,680.00 | $1,176.0000 | $4,704.00 |
| 701A244 | Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 4 | MILE | $1,200.0000 | $4,800.00 | $1,079.0600 | $4,316.24 | $2,170.0000 | $8,680.00 | $0.4100 | $1.64 |
| 701B207 | Dotted, Class 2, Type A Traffic Stripe (5" Wide) | 148 | LF | $0.4000 | $59.20 | $0.3800 | $56.24 | $3.1000 | $458.80 | $470.4000 | $69,619.20 |
| 701C000 | Broken Temporary Traffic Stripe | 16 | MILE | $483.0000 | $7,728.00 | $431.6300 | $6,906.08 | $1,240.0000 | $19,840.00 | $1,630.1300 | $26,082.08 |
| 701C001 | Solid Temporary Traffic Stripe | 18 | MILE | $1,625.0000 | $29,250.00 | $1,456.7300 | $26,221.14 | $1,240.0000 | $22,320.00 | $5.1300 | $92.34 |
| 703A002 | Traffic Control Markings, Class 2, Type A | 2,247 | SQFT | $5.0000 | $11,235.00 | $4.5900 | $10,313.73 | $6.2000 | $13,931.40 | $11.3600 | $25,525.92 |
| 703B002 | Traffic Control Legends, Class 2, Type A | 135 | SQFT | $11.0000 | $1,485.00 | $9.9800 | $1,347.30 | $6.2000 | $837.00 | $2.4200 | $326.70 |
| 703D001 | Temporary Traffic Control Markings | 336 | SQFT | $2.2500 | $756.00 | $2.1600 | $725.76 | $2.6000 | $873.60 | $6.3400 | $2,130.24 |
| 705A030 | Pavement Markers, Class A-H, Type 2-C | 315 | EACH | $6.3000 | $1,984.50 | $5.6700 | $1,786.05 | $6.2000 | $1,953.00 | $6.3400 | $1,997.10 |
| 705A032 | Pavement Markers, Class A-H, Type 1-B | 154 | EACH | $6.3000 | $970.20 | $5.6700 | $873.18 | $6.2000 | $954.80 | $6.3400 | $976.36 |
| 705A037 | Pavement Markers, Class A-H, Type 2-D | 525 | EACH | $6.3000 | $3,307.50 | $5.6700 | $2,976.75 | $6.2000 | $3,255.00 | $6.3400 | $3,328.50 |
| 705A038 | Pavement Markers, Class A-H, Type 2-E | 77 | EACH | $6.3000 | $485.10 | $5.6700 | $436.59 | $6.2000 | $477.40 | $6.3400 | $488.18 |
| 731B000 | Pole for Mounting Traffic Detection Equipment | 1 | EACH | $9,800.0000 | $9,800.00 | $8,546.1700 | $8,546.17 | $26,000.0000 | $26,000.00 | $30,549.7500 | $30,549.75 |
| 740B000 | Construction Signs | 1,186 | SQFT | $7.2500 | $8,598.50 | $5.8800 | $6,973.68 | $7.0000 | $8,302.00 | $8.0900 | $9,594.74 |
| 740D000 | Channelizing Drums | 200 | EACH | $12.0000 | $2,400.00 | $58.7500 | $11,750.00 | $12.0000 | $2,400.00 | $11.5500 | $2,310.00 |
| 740E000 | Cones (36 Inches High) | 200 | EACH | $42.0000 | $8,400.00 | $26.7100 | $5,342.00 | $9.0000 | $1,800.00 | $41.5800 | $8,316.00 |
| 741C010 | Portable Sequential Arrow And Chevron Sign Unit | 2 | EACH | $450.0000 | $900.00 | $1,495.5800 | $2,991.16 | $440.0000 | $880.00 | $433.1300 | $866.26 |
Source: public Alabama DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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