AL
Alabama DOT · Bid Tabulation
Contract 20260327001
BRIDGE REPLACEMENT (GRADING, DRAINAGE, PAVEMENT, AND BRIDGE REMOVAL) ON I-85 OVER CHOCTAFAULA CREEK SOUTHWEST OF AUBURN
- County
- LEE
- District
- 0606
- Letting
- March 27, 2026
- Bidders
- 2
Apparent low bid
NEWELL & BUSH, INC.
$18,517,595.76
Other bidders
MCINNIS CONSTRUCTION, LLC
$22,676,767.67
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | NEWELL & BUSH, INC. $18,517,595.76 | MCINNIS CONSTRUCTION, LLC $22,676,767.67 | ||
|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | ||||
| 201A002 | Clearing And Grubbing (Maximum Allowable Bid $ 8,000.00 Per Acre) (Approximately 5 Acres) | 1 | LS | $40,000.0000 | $40,000.00 | $40,000.0000 | $40,000.00 |
| 206A000 | Removal Of Old Bridge, Station 106+32.990, Northbound Roadway | 1 | LS | $45,000.0000 | $45,000.00 | $187,777.0700 | $187,777.07 |
| 206A001 | Removal Of Old Bridge, Station 106+77.90, Southbound Roadway | 1 | LS | $45,000.0000 | $45,000.00 | $187,777.0700 | $187,777.07 |
| 206C013 | Removing Bridge End Slab | 332 | SQYD | $50.0000 | $16,600.00 | $30.0600 | $9,979.92 |
| 206C016 | Removing Concrete Slope Paving (Under Bridges) | 1,400 | SQYD | $10.0000 | $14,000.00 | $20.4400 | $28,616.00 |
| 206D001 | Removing Guardrail | 1,466 | LF | $10.0000 | $14,660.00 | $4.7600 | $6,978.16 |
| 206D033 | Removing Cable Guiderail | 2,801 | LF | $10.0000 | $28,010.00 | $4.1700 | $11,680.17 |
| 206E001 | Removing Inlets | 4 | EACH | $810.0000 | $3,240.00 | $901.6800 | $3,606.72 |
| 206E008 | Removing Guardrail End Anchor (All Type) | 14 | EACH | $100.0000 | $1,400.00 | $357.0700 | $4,998.98 |
| 210A000 | Unclassified Excavation | 15,138 | CUYD | $14.0400 | $212,537.52 | $15.6300 | $236,606.94 |
| 210D021 | Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) | 4,135 | CUYD | $24.3000 | $100,480.50 | $27.0500 | $111,851.75 |
| 214A000 | Structure Excavation | 4,121 | CUYD | $12.9600 | $53,408.16 | $14.4300 | $59,466.03 |
| 214B001 | Foundation Backfill, Commercial | 1,611 | CUYD | $86.4000 | $139,190.40 | $96.1800 | $154,945.98 |
| 215B000 | Cofferdams Or Sheeting And Shoring, Station 106+50.00 | 1 | LS | $50,000.0000 | $50,000.00 | $100,007.5700 | $100,007.57 |
| 301A012 | Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness | 22,132 | SQYD | $18.8600 | $417,409.52 | $20.9900 | $464,550.68 |
| 305B077 | Crushed Aggregate, Section 825, For Miscellaneous Use | 1,000 | TON | $60.9500 | $60,950.00 | $67.8500 | $67,850.00 |
| 401A000 | Bituminous Treatment A | 22,132 | SQYD | $0.5400 | $11,951.28 | $0.6000 | $13,279.20 |
| 405A000 | Tack Coat | 23,326 | GAL | $2.2100 | $51,550.46 | $2.4400 | $56,915.44 |
| 408B001 | Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) | 45,962 | SQYD | $4.2300 | $194,419.26 | $4.6700 | $214,642.54 |
| 420A015 | Polymer Modified Open Graded Friction Course | 994 | TON | $211.0300 | $209,763.82 | $232.5700 | $231,174.58 |
| 420B000 | Open Graded Friction Course Tack Coat | 3,572 | GAL | $16.4400 | $58,723.68 | $18.1200 | $64,724.64 |
| 423A003 | Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size | 3,711 | TON | $198.0000 | $734,778.00 | $218.3300 | $810,222.63 |
| 423B002 | Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size | 2,584 | TON | $201.0000 | $519,384.00 | $221.5400 | $572,459.36 |
| 424B283 | Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range E | 500 | TON | $220.3500 | $110,175.00 | $242.8400 | $121,420.00 |
| 424B287 | Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E | 2,007 | TON | $182.5200 | $366,317.64 | $201.1500 | $403,708.05 |
| 424B581 | Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | 12,221 | TON | $166.4300 | $2,033,941.03 | $183.4700 | $2,242,186.87 |
| 428A001 | Scoring Bituminous Pavement Surface | 3 | MILE | $756.0000 | $2,268.00 | $833.1500 | $2,499.45 |
| 450B000 | Reinforced Cement Concrete Bridge End Slab | 667 | SQYD | $195.0000 | $130,065.00 | $157.5700 | $105,099.19 |
| 502A000 | Steel Reinforcement | 156,100 | LB | $2.2600 | $352,786.00 | $1.5700 | $245,077.00 |
| 502B000 | Steel Reinforcement For Bridge Superstructure, Station 106+50.00, Approximately 186,500 Pounds | 1 | LS | $420,000.0000 | $420,000.00 | $150,777.0700 | $150,777.07 |
| 506A000 | Drilled Shaft Excavation, 4'-6" Diameter | 55 | LF | $404.4600 | $22,245.30 | $680.0700 | $37,403.85 |
| 506B004 | Special Drilled Shaft Excavation, 4'-6" Diameter | 561 | LF | $1,917.4400 | $1,075,683.84 | $2,057.0300 | $1,153,993.83 |
| 506C043 | Drilled Shaft Construction, 4'-6" Diameter, Class DS1 Concrete | 573 | LF | $133.7500 | $76,638.75 | $138.7800 | $79,520.94 |
| 506F001 | Permanent Drilled Shaft Casing, 4'-6" Diameter | 40 | LF | $440.8400 | $17,633.60 | $450.5700 | $18,022.80 |
| 506G003 | Crosshole Sonic Logging, 4'-6" Diameter | 20 | EACH | $107.0000 | $2,140.00 | $113.0300 | $2,260.60 |
| 508A000 | Structural Steel | 10,800 | LB | $2.8500 | $30,780.00 | $14.4800 | $156,384.00 |
| 510A007 | Bridge Substructure Concrete | 431 | CUYD | $747.0000 | $321,957.00 | $1,633.7500 | $704,146.25 |
| 510C051 | Bridge Concrete Superstructure, Station 106+50.00, Approximately 744 Cubic Yards | 1 | LS | $680,000.0000 | $680,000.00 | $1,011,657.0700 | $1,011,657.07 |
| 510E000 | Grooving Concrete Bridge Decks | 2,806 | SQYD | $4.6100 | $12,935.66 | $5.1100 | $14,338.66 |
| 510J000 | Bridge Barrier Rail, Type 36” Single Slope | 425 | LF | $99.7900 | $42,410.75 | $112.0600 | $47,625.50 |
| 510J001 | Bridge Barrier Rail, Type 54” CSF Median | 262 | LF | $172.5600 | $45,210.72 | $193.7700 | $50,767.74 |
| 511A053 | Elastomeric Bearing Type 2 (Mark B4) | 72 | EACH | $445.2900 | $32,060.88 | $1,007.6100 | $72,547.92 |
| 513B015 | Pretensioned-Prestressed Concrete Girders, Type BT-54 (Specialty Item) | 1,582 | LF | $308.7700 | $488,474.14 | $531.8300 | $841,355.06 |
| 513B017 | Pretensioned-Prestressed Concrete Girders, Type BT-72 (Specialty Item) | 2,212 | LF | $351.9500 | $778,513.40 | $503.4600 | $1,113,653.52 |
| 530A002 | 24" Roadway Pipe (Class 3 R.C.) | 277 | LF | $72.9800 | $20,215.46 | $81.2500 | $22,506.25 |
| 530A003 | 30" Roadway Pipe (Class 3 R.C.) | 2,488 | LF | $94.3100 | $234,643.28 | $101.6500 | $252,905.20 |
| 530A803 | 15" Roadway Pipe (Class 3 R.C.) (Stack Pipe)(No Bedding Required) | 2 | LF | $198.7200 | $397.44 | $221.2200 | $442.44 |
| 532A066 | 24" 14 Gauge CS Spiral-Rib Slotted Drain Pipe(With Variable Height Grate) | 2,745 | LF | $950.8100 | $2,609,973.45 | $1,058.6400 | $2,905,966.80 |
| 532E003 | Cleanout Box For Slotted Drain (24") | 15 | EACH | $12,632.0000 | $189,480.00 | $14,240.9700 | $213,614.55 |
| 600A000 | Mobilization | 1 | LS | $1,838,901.0000 | $1,838,901.00 | $2,467,897.0000 | $2,467,897.00 |
| 603C001 | Furnishing Type 2 Field Office (State Retained) | 1 | EACH | $175,000.0000 | $175,000.00 | $412,435.2700 | $412,435.27 |
| 610C001 | Loose Riprap, Class 2 | 4,154 | TON | $66.7100 | $277,113.34 | $74.2600 | $308,476.04 |
| 610D003 | Filter Blanket, Geotextile | 14,679 | SQYD | $2.7500 | $40,367.25 | $3.0700 | $45,064.53 |
| 620A000 | Minor Structure Concrete | 13 | CUYD | $4,558.0000 | $59,254.00 | $5,117.9400 | $66,533.22 |
| 621C020 | Inlets, Type Y | 1 | EACH | $8,100.0000 | $8,100.00 | $8,391.0500 | $8,391.05 |
| 621C070 | Inlets, Type E4 | 14 | EACH | $17,010.0000 | $238,140.00 | $17,621.2000 | $246,696.80 |
| 621D008 | Inlet Units, Type E | 42 | EACH | $2,160.0000 | $90,720.00 | $2,237.6100 | $93,979.62 |
| 624B001 | Cable Guiderail Anchor (MASH) | 2 | EACH | $10,800.0000 | $21,600.00 | $11,188.0600 | $22,376.12 |
| 629A103 | Concrete Median or Safety Barrier, Type CSF-54 | 2,937 | LF | $233.2000 | $684,908.40 | $261.8500 | $769,053.45 |
| 629C002 | Concrete Median Or Safety Barrier End Section (Type TES) | 2 | EACH | $5,830.0000 | $11,660.00 | $6,546.2100 | $13,092.42 |
| 630A001 | Steel Beam Guardrail, Class A, Type | 2,450 | LF | $24.8400 | $60,858.00 | $26.2900 | $64,410.50 |
| 630C077 | Guardrail End Anchor, Type 8 (MASH) | 2 | EACH | $1,620.0000 | $3,240.00 | $1,846.0400 | $3,692.08 |
| 630C079 | Guardrail End Anchor, Type 13 (MASH) | 4 | EACH | $3,672.0000 | $14,688.00 | $4,139.5800 | $16,558.32 |
| 630C080 | Guardrail End Anchor, Type 20 Series (MASH) | 2 | EACH | $3,456.1000 | $6,912.20 | $4,083.6500 | $8,167.30 |
| 650A000 | Topsoil | 1,893 | CUYD | $36.9900 | $70,022.07 | $41.1800 | $77,953.74 |
| 652C000 | Mowing | 6 | ACRE | $324.0000 | $1,944.00 | $90.1700 | $541.02 |
| 654A001 | Solid Sodding (Bermuda) | 13,975 | SQYD | $7.2900 | $101,877.75 | $8.4200 | $117,669.50 |
| 665A000 | Temporary Seeding | 5 | ACRE | $1,296.0000 | $6,480.00 | $468.8800 | $2,344.40 |
| 665B001 | Temporary Mulching | 12 | TON | $540.0000 | $6,480.00 | $480.9000 | $5,770.80 |
| 665E000 | Polyethylene | 500 | SQYD | $4.0200 | $2,010.00 | $4.8100 | $2,405.00 |
| 665F000 | Hay Bales | 500 | EACH | $12.9600 | $6,480.00 | $12.0200 | $6,010.00 |
| 665G000 | Sand Bags | 500 | EACH | $12.4200 | $6,210.00 | $12.0200 | $6,010.00 |
| 665I000 | Temporary Riprap, Class 2 | 785 | TON | $72.1100 | $56,606.35 | $80.2700 | $63,011.95 |
| 665J002 | Silt Fence | 2,201 | LF | $7.2900 | $16,045.29 | $5.4100 | $11,907.41 |
| 665N000 | Temporary Coarse Aggregate,ALDOT Number 1 | 180 | TON | $63.2500 | $11,385.00 | $70.4200 | $12,675.60 |
| 665N001 | Temporary Coarse Aggregate,ALDOT Number 4 | 285 | TON | $63.2500 | $18,026.25 | $70.4200 | $20,069.70 |
| 665O001 | Silt Fence Removal | 2,201 | LF | $2.9700 | $6,536.97 | $0.6000 | $1,320.60 |
| 665P005 | Inlet Protection, Stage 3 Or 4 | 17 | EACH | $648.0000 | $11,016.00 | $450.8400 | $7,664.28 |
| 665Q002 | Wattle | 2,675 | LF | $12.9600 | $34,668.00 | $12.0200 | $32,153.50 |
| 666A001 | Pest Control Treatment | 3 | ACRE | $0.0000 | $0.00 | $54.1000 | $162.30 |
| 680A001 | Geometric Controls | 1 | LS | $98,000.0000 | $98,000.00 | $603,693.0500 | $603,693.05 |
| 698A000 | Construction Fuel (Maximum Bid Limited to $ 1,193,000.00) | 1 | LS | $210,000.0000 | $210,000.00 | $248,279.7300 | $248,279.73 |
| 701A227 | Solid White, Class 2, Type A Traffic Stripe (5" Wide) | 2 | MILE | $4,536.0000 | $9,072.00 | $4,998.9200 | $9,997.84 |
| 701A230 | Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) | 2 | MILE | $4,536.0000 | $9,072.00 | $4,998.9200 | $9,997.84 |
| 701A239 | Broken White, Class 2, Type A Traffic Stripe (5" Wide) | 2 | MILE | $2,200.0000 | $4,400.00 | $2,975.5500 | $5,951.10 |
| 701C000 | Broken Temporary Traffic Stripe | 4 | MILE | $972.0000 | $3,888.00 | $1,071.2000 | $4,284.80 |
| 701C001 | Solid Temporary Traffic Stripe | 13 | MILE | $1,026.0000 | $13,338.00 | $1,130.7100 | $14,699.23 |
| 701D005 | Solid Traffic Stripe Removed | 13 | MILE | $3,564.0000 | $46,332.00 | $3,927.7200 | $51,060.36 |
| 701D013 | Broken Traffic Stripe Removed | 4 | MILE | $3,564.0000 | $14,256.00 | $3,927.7200 | $15,710.88 |
| 701E003 | Solid Temporary Traffic Stripe (Tape) | 4,256 | LF | $3.2400 | $13,789.44 | $3.5700 | $15,193.92 |
| 701E013 | Broken Temporary Traffic Stripe (Tape) | 1,268 | LF | $2.1600 | $2,738.88 | $2.3800 | $3,017.84 |
| 701G142 | Broken White, Class W, Type A Traffic Stripe (5" Wide) | 430 | LF | $3.7800 | $1,625.40 | $4.1700 | $1,793.10 |
| 701G146 | Solid White, Class W, Type A Traffic Stripe (5" Wide) | 430 | LF | $7.0200 | $3,018.60 | $7.7400 | $3,328.20 |
| 701G154 | Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) | 430 | LF | $7.0200 | $3,018.60 | $7.7400 | $3,328.20 |
| 703A002 | Traffic Control Markings, Class 2, Type A | 5,760 | SQFT | $5.4000 | $31,104.00 | $5.9500 | $34,272.00 |
| 703A011 | Traffic Control Markings, Class W, Type A | 360 | SQFT | $21.6000 | $7,776.00 | $23.8000 | $8,568.00 |
| 703D001 | Temporary Traffic Control Markings | 6,120 | SQFT | $2.1600 | $13,219.20 | $2.3800 | $14,565.60 |
| 705A011 | Pavement Markers, Class C, Type 1- A | 6,077 | EACH | $5.4000 | $32,815.80 | $5.9500 | $36,158.15 |
| 705A012 | Pavement Markers, Class C, Type 1- B | 2,335 | EACH | $5.4000 | $12,609.00 | $5.9500 | $13,893.25 |
| 705A022 | Pavement Markers, Class C, Type 2- C | 360 | EACH | $5.4000 | $1,944.00 | $5.9500 | $2,142.00 |
| 705A030 | Pavement Markers, Class A-H, Type 2-C | 90 | EACH | $7.5600 | $680.40 | $8.3300 | $749.70 |
| 705A032 | Pavement Markers, Class A-H, Type 1-B | 1,400 | EACH | $7.5600 | $10,584.00 | $8.3300 | $11,662.00 |
| 709A000 | Milepost, Type A | 2 | EACH | $190.7500 | $381.50 | $357.0700 | $714.14 |
| 710A171 | Class 4, Aluminum Flat Sign Panels (Type IV Background) | 145 | SQFT | $20.7100 | $3,002.95 | $32.1400 | $4,660.30 |
| 710B021 | Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | 104 | LF | $20.7100 | $2,153.84 | $19.9400 | $2,073.76 |
| 720A076 | Vehicular Impact Attenuator Assembly (MASH) (Bi-directional,TL- 3) | 2 | EACH | $35,000.0000 | $70,000.00 | $47,234.2600 | $94,468.52 |
| 726A000 | Portable Concrete Safety Barriers, Type 6 | 10,770 | LF | $57.7800 | $622,290.60 | $59.8600 | $644,692.20 |
| 726A001 | Portable Concrete Safety Barriers, Type 6-A | 40 | LF | $43.2000 | $1,728.00 | $44.7500 | $1,790.00 |
| 726A005 | Portable Concrete Safety Barriers,Type 6(Bridge Bolted) | 650 | LF | $189.0000 | $122,850.00 | $195.7900 | $127,263.50 |
| 726D020 | Portable Impact Attenuator Assembly (Unidirectional,TL-2) | 4 | EACH | $12,500.0000 | $50,000.00 | $13,985.0800 | $55,940.32 |
| 731B000 | Pole for Mounting Traffic Detection Equipment | 1 | EACH | $29,219.4000 | $29,219.40 | $32,201.3800 | $32,201.38 |
| 740B000 | Construction Signs | 1,971 | SQFT | $6.5400 | $12,890.34 | $7.2600 | $14,309.46 |
| 740D000 | Channelizing Drums | 500 | EACH | $32.7000 | $16,350.00 | $36.6000 | $18,300.00 |
| 740E000 | Cones (36 Inches High) | 500 | EACH | $18.5300 | $9,265.00 | $22.6100 | $11,305.00 |
| 741C010 | Portable Sequential Arrow And Chevron Sign Unit | 2 | EACH | $3,433.5000 | $6,867.00 | $4,701.3700 | $9,402.74 |
| 742A001 | Portable Changeable Message Sign, Type 2 | 2 | EACH | $9,755.5000 | $19,511.00 | $10,831.0000 | $21,662.00 |
| 999 | Trainee Hours At 80 Cents Per Hour | 1,440 | HOUR | $0.8000 | $1,152.00 | $0.8000 | $1,152.00 |
Source: public Alabama DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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