Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: 713-21-0123 | |
| Parish: Franklin | |
| Routes: | |
| Description: RASPBERRY, ALICE SHAW, and LOFLIN ROAD BRIDGES | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $927,042.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49239 | W L Bass Construction Inc. | $747,662.70 |
| 2 | 18546 | C W & W Contractors, Inc. | $782,830.00 |
| 3 | 23112 | Ben Allen, Inc. | $799,556.50 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $800,451.78 |
| 5 | 51413 | Iverstine & Campbell LLC | $894,965.60 |
| 6 | 55519 | Key, LLC Of Mississippi | $1,121,360.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W L Bass Construction Inc. |
- 2 - C W & W Contractors, Inc. |
- 3 - Ben Allen, Inc. |
- 4 - Cecil D. Gassiott, LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100.00 | 100.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 15+00.00; 22.44X30.50' TIMBER BRIDGE | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA 35+00; 35' X 94.76' CONCRETE BRIDGE | 1 | EACH | 7,300.00 | 7,300.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 | 21,000.00 | 21,000.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 747.5 | SQYD | 5.00 | 3,737.50 | 3.00 | 2,242.50 | 5.00 | 3,737.50 | 2.75 | 2,055.63 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 23,000.00 | 23,000.00 | 35,000.00 | 35,000.00 | 37,000.00 | 37,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 22 | EACH | 0.00 | 0.00 | 10.00 | 220.00 | 0.00 | 0.00 | 30.00 | 660.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 0.00 | 0.00 | 15.00 | 1,200.00 | 0.00 | 0.00 | 34.00 | 2,720.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,213 | LNFT | 0.00 | 0.00 | 3.00 | 3,639.00 | 2.00 | 2,426.00 | 2.25 | 2,729.25 |
| 0010 | 302-01-00100 | Class II Base Course | 244.7 | CUYD | 110.00 | 26,917.00 | 115.00 | 28,140.50 | 105.00 | 25,693.50 | 100.00 | 24,470.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5.5 | CUYD | 110.00 | 605.00 | 100.00 | 550.00 | 105.00 | 577.50 | 100.00 | 550.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 300 | CUYD | 0.00 | 0.00 | 45.00 | 13,500.00 | 10.00 | 3,000.00 | 50.00 | 15,000.00 |
| 0013 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 157.4 | CUYD | 85.00 | 13,379.00 | 45.00 | 7,083.00 | 105.00 | 16,527.00 | 80.00 | 12,592.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 191.8 | TON | 175.00 | 33,565.00 | 195.00 | 37,401.00 | 185.00 | 35,483.00 | 275.00 | 52,745.00 |
| 0015 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 320 | LNFT | 50.00 | 16,000.00 | 65.00 | 20,800.00 | 60.00 | 19,200.00 | 75.00 | 24,000.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 22.00 | 1,100.00 | 30.00 | 1,500.00 | 22.00 | 1,100.00 | 21.00 | 1,050.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 80.00 | 8,000.00 | 55.00 | 5,500.00 | 80.00 | 8,000.00 | 60.00 | 6,000.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,400.00 | 9,600.00 | 2,000.00 | 8,000.00 | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 166 | SQYD | 55.00 | 9,130.00 | 65.00 | 10,790.00 | 72.00 | 11,952.00 | 62.00 | 10,292.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 166 | SQYD | 2.00 | 332.00 | 1.00 | 166.00 | 3.00 | 498.00 | 3.40 | 564.40 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 25,800.00 | 25,800.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 1.1 | TON | 2,000.00 | 2,200.00 | 1,800.00 | 1,980.00 | 1,000.00 | 1,100.00 | 1,700.00 | 1,870.00 |
| 0023 | 717-01-00100 | Seeding | 29 | LB | 10.00 | 290.00 | 30.00 | 870.00 | 10.00 | 290.00 | 26.00 | 754.00 |
| 0024 | 718-01-00100 | Fertilizer | 560 | LB | 1.00 | 560.00 | 1.00 | 560.00 | 2.00 | 1,120.00 | 1.60 | 896.00 |
| 0025 | 726-01-00100 | Bedding Material | 266.2 | CUYD | 1.00 | 266.20 | 55.00 | 14,641.00 | 100.00 | 26,620.00 | 80.00 | 21,296.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 59,000.00 | 59,000.00 | 60,000.00 | 60,000.00 | 45,000.00 | 45,000.00 | 60,000.00 | 60,000.00 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 75.00 | 600.00 | 85.00 | 680.00 | 80.00 | 640.00 | 70.00 | 560.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 | 80.00 | 320.00 | 70.00 | 280.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 | 7,000.00 | 7,000.00 | 8,500.00 | 8,500.00 |
| 0030 | 804-01-00200 | Precast Concrete Piles (14") | 1,176 | LNFT | 72.00 | 84,672.00 | 52.00 | 61,152.00 | 58.00 | 68,208.00 | 50.00 | 58,800.00 |
| 0031 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 0.00 | 0.00 | 2,000.00 | 2,000.00 |
| 0032 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 69.28 | CUYD | 850.00 | 58,888.00 | 1,300.00 | 90,064.00 | 1,050.00 | 72,744.00 | 1,000.00 | 69,280.00 |
| 0033 | 805-10-02200 | Bridge Superstructure and Substructure (28' Clear Roadway; 75 Degree Crossing) | 6 | SPAN | 31,000.00 | 186,000.00 | 21,000.00 | 126,000.00 | 30,000.00 | 180,000.00 | 26,000.00 | 156,000.00 |
| 0034 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 120 | LNFT | 525.00 | 63,000.00 | 680.00 | 81,600.00 | 575.00 | 69,000.00 | 420.00 | 50,400.00 |
| 0035 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 132 | LNFT | 600.00 | 79,200.00 | 800.00 | 105,600.00 | 650.00 | 85,800.00 | 520.00 | 68,640.00 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 5,710 | LB | 2.00 | 11,420.00 | 1.00 | 5,710.00 | 2.00 | 11,420.00 | 2.25 | 12,847.50 |
| 0037 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 75 DEG CROSSING W/O ASPHALT | 2 | EACH | 8,000.00 | 16,000.00 | 6,700.00 | 13,400.00 | 9,000.00 | 18,000.00 | 7,500.00 | 15,000.00 |
| CONTRACTOR TOTAL | 747,662.70 | 782,830.00 | 799,556.50 | 800,451.78 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Iverstine & Campbell LLC |
- 6 - Key, LLC Of Mississippi |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,200.00 | 1,200.00 | 6,500.00 | 6,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 15+00.00; 22.44X30.50' TIMBER BRIDGE | 1 | EACH | 3,000.00 | 3,000.00 | 8,500.00 | 8,500.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA 35+00; 35' X 94.76' CONCRETE BRIDGE | 1 | EACH | 12,000.00 | 12,000.00 | 16,500.00 | 16,500.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 747.5 | SQYD | 4.20 | 3,139.50 | 10.50 | 7,848.75 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 8,000.00 | 8,000.00 | 40,000.00 | 40,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 22 | EACH | 30.00 | 660.00 | 20.00 | 440.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 10.80 | 864.00 | 20.00 | 1,600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,213 | LNFT | 2.40 | 2,911.20 | 5.00 | 6,065.00 |
| 0010 | 302-01-00100 | Class II Base Course | 244.7 | CUYD | 55.50 | 13,580.85 | 150.00 | 36,705.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5.5 | CUYD | 57.90 | 318.45 | 200.00 | 1,100.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 300 | CUYD | 73.50 | 22,050.00 | 145.00 | 43,500.00 |
| 0013 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 157.4 | CUYD | 57.90 | 9,113.46 | 140.00 | 22,036.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 191.8 | TON | 276.00 | 52,936.80 | 220.00 | 42,196.00 |
| 0015 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 320 | LNFT | 60.00 | 19,200.00 | 55.00 | 17,600.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 26.40 | 1,320.00 | 20.00 | 1,000.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | 56.00 | 5,600.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,760.00 | 11,040.00 | 2,200.00 | 8,800.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 166 | SQYD | 99.60 | 16,533.60 | 65.00 | 10,790.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 166 | SQYD | 3.60 | 597.60 | 3.50 | 581.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 13,800.00 | 13,800.00 | 30,000.00 | 30,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 1.1 | TON | 1,920.00 | 2,112.00 | 2,000.00 | 2,200.00 |
| 0023 | 717-01-00100 | Seeding | 29 | LB | 30.00 | 870.00 | 20.00 | 580.00 |
| 0024 | 718-01-00100 | Fertilizer | 560 | LB | 1.80 | 1,008.00 | 3.00 | 1,680.00 |
| 0025 | 726-01-00100 | Bedding Material | 266.2 | CUYD | 75.00 | 19,965.00 | 135.00 | 35,937.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 105,000.00 | 105,000.00 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 84.00 | 672.00 | 68.00 | 544.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 96.00 | 384.00 | 75.00 | 300.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0030 | 804-01-00200 | Precast Concrete Piles (14") | 1,176 | LNFT | 83.44 | 98,125.44 | 60.00 | 70,560.00 |
| 0031 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,200.00 | 1,200.00 | 5,000.00 | 5,000.00 |
| 0032 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 69.28 | CUYD | 1,371.25 | 95,000.20 | 1,000.00 | 69,280.00 |
| 0033 | 805-10-02200 | Bridge Superstructure and Substructure (28' Clear Roadway; 75 Degree Crossing) | 6 | SPAN | 36,099.60 | 216,597.60 | 45,000.00 | 270,000.00 |
| 0034 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 120 | LNFT | 619.00 | 74,280.00 | 698.00 | 83,760.00 |
| 0035 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 132 | LNFT | 678.20 | 89,522.40 | 735.00 | 97,020.00 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 5,710 | LB | 1.85 | 10,563.50 | 1.25 | 7,137.50 |
| 0037 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 75 DEG CROSSING W/O ASPHALT | 2 | EACH | 9,200.00 | 18,400.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 894,965.60 | 1,121,360.25 | ||||||