Bid Tabulations
Letting of
06/26/2013
LA DOTD Headquarters
| Lead Project: H.008674.6 | |
| Parish: Iberia | |
| Routes: | |
| Description: ESTIS ROAD BRIDGE OVER CHANNEL L3H | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $483,543.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01012 | Cecil D. Gassiott, LLC | $424,706.58 |
| 2 | 40312 | Gray Construction Corp. | $432,814.01 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $479,697.35 |
| 4 | 00044 | Guinn Construction, LLC | $489,426.80 |
| 5 | 39462 | Jb James Construction Llc | $505,708.05 |
| 6 | 00481 | Coastal Bridge Co., L.L.C. | $687,946.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cecil D. Gassiott, LLC |
- 2 - Gray Construction Corp. |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - Guinn Construction, 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 | 5,584.00 | 5,584.00 | 8,500.00 | 8,500.00 | 12,000.00 | 12,000.00 | 8,000.00 | 8,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,420.00 | 2,420.00 | 500.00 | 500.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+10;.26.5' X 20' TIMBER BRIDGE) | 1 | EACH | 4,068.00 | 4,068.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 938.1 | SQYD | 7.75 | 7,270.28 | 15.30 | 14,352.93 | 5.00 | 4,690.50 | 8.00 | 7,504.80 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 9,658.00 | 9,658.00 | 20,000.00 | 20,000.00 | 14,400.00 | 14,400.00 | 20,000.00 | 20,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 40.00 | 480.00 | 15.00 | 180.00 | 10.00 | 120.00 | 10.00 | 120.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 100.00 | 600.00 | 175.00 | 1,050.00 | 300.00 | 1,800.00 | 100.00 | 600.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 693 | LNFT | 3.00 | 2,079.00 | 2.25 | 1,559.25 | 2.95 | 2,044.35 | 3.00 | 2,079.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 223.2 | CUYD | 89.00 | 19,864.80 | 133.00 | 29,685.60 | 100.00 | 22,320.00 | 95.00 | 21,204.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 8 | CUYD | 89.00 | 712.00 | 99.00 | 792.00 | 150.00 | 1,200.00 | 150.00 | 1,200.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 175 | TON | 160.00 | 28,000.00 | 148.00 | 25,900.00 | 180.00 | 31,500.00 | 180.00 | 31,500.00 |
| 0012 | 701-05-01020 | Side Drain Pipe (15" RCP/PP/CMP) | 10 | LNFT | 75.00 | 750.00 | 73.00 | 730.00 | 30.00 | 300.00 | 35.00 | 350.00 |
| 0013 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 126 | LNFT | 80.00 | 10,080.00 | 55.15 | 6,948.90 | 45.00 | 5,670.00 | 52.00 | 6,552.00 |
| 0014 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 35 | LNFT | 90.00 | 3,150.00 | 71.15 | 2,490.25 | 65.00 | 2,275.00 | 80.00 | 2,800.00 |
| 0015 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 85 | LNFT | 105.00 | 8,925.00 | 82.50 | 7,012.50 | 82.00 | 6,970.00 | 100.00 | 8,500.00 |
| 0016 | 701-05-01180 | Side Drain Pipe (60" RCP/CMP) | 33 | LNFT | 120.00 | 3,960.00 | 133.50 | 4,405.50 | 250.00 | 8,250.00 | 275.00 | 9,075.00 |
| 0017 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 47 | LNFT | 90.00 | 4,230.00 | 76.25 | 3,583.75 | 65.00 | 3,055.00 | 80.00 | 3,760.00 |
| 0018 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 75 | LNFT | 105.00 | 7,875.00 | 77.40 | 5,805.00 | 82.00 | 6,150.00 | 100.00 | 7,500.00 |
| 0019 | 701-05-02140 | Side Drain Pipe (Erosion) (48" PP/CMP) | 115 | LNFT | 115.00 | 13,225.00 | 100.90 | 11,603.50 | 190.00 | 21,850.00 | 155.00 | 17,825.00 |
| 0020 | 701-05-02180 | Side Drain Pipe (Erosion) (60" CMP) | 67 | LNFT | 120.00 | 8,040.00 | 134.20 | 8,991.40 | 250.00 | 16,750.00 | 275.00 | 18,425.00 |
| 0021 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 4,000.00 | 8,000.00 | 3,420.00 | 6,840.00 | 5,000.00 | 10,000.00 | 3,500.00 | 7,000.00 |
| 0022 | 702-03-00200 | Catch Basins (CB-02) | 3 | EACH | 5,000.00 | 15,000.00 | 4,130.00 | 12,390.00 | 7,000.00 | 21,000.00 | 4,200.00 | 12,600.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 80.00 | 3,000.00 | 17.75 | 665.63 | 21.00 | 787.50 | 22.00 | 825.00 |
| 0024 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 80.00 | 6,000.00 | 52.00 | 3,900.00 | 65.00 | 4,875.00 | 70.00 | 5,250.00 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 1,500.00 | 4,500.00 | 2,500.00 | 7,500.00 | 2,100.00 | 6,300.00 | 2,400.00 | 7,200.00 |
| 0026 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 496 | SQYD | 45.00 | 22,320.00 | 55.00 | 27,280.00 | 58.00 | 28,768.00 | 70.00 | 34,720.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 496 | SQYD | 2.00 | 992.00 | 2.00 | 992.00 | 3.50 | 1,736.00 | 2.50 | 1,240.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 6,320.00 | 6,320.00 | 12,500.00 | 12,500.00 | 8,000.00 | 8,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 95.00 | 57.00 | 2,100.00 | 1,260.00 | 2,000.00 | 1,200.00 | 2,500.00 | 1,500.00 |
| 0030 | 717-01-00100 | Seeding | 14 | LB | 120.00 | 1,680.00 | 25.00 | 350.00 | 10.00 | 140.00 | 20.00 | 280.00 |
| 0031 | 718-01-00100 | Fertilizer | 310 | LB | 3.00 | 930.00 | 2.50 | 775.00 | 0.50 | 155.00 | 1.00 | 310.00 |
| 0032 | 726-01-00100 | Bedding Material | 12.3 | CUYD | 65.00 | 799.50 | 106.00 | 1,303.80 | 100.00 | 1,230.00 | 100.00 | 1,230.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 14,500.00 | 14,500.00 | 28,000.00 | 28,000.00 | 44,000.00 | 44,000.00 | 38,500.00 | 38,500.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | 80.00 | 320.00 | 100.00 | 400.00 |
| 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 5,500.00 | 5,500.00 |
| 0036 | 804-01-00200 | Precast Concrete Piles (14") | 1,040 | LNFT | 80.00 | 83,200.00 | 52.00 | 54,080.00 | 55.00 | 57,200.00 | 55.00 | 57,200.00 |
| 0037 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0038 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 27,700.00 | 83,100.00 | 29,815.00 | 89,445.00 | 28,000.00 | 84,000.00 | 30,000.00 | 90,000.00 |
| 0039 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 588 | INLF | 7.00 | 4,116.00 | 1.50 | 882.00 | 5.00 | 2,940.00 | 2.00 | 1,176.00 |
| 0040 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT; ONE TAPERED BARRIER RAIL) | 1 | EACH | 10,200.00 | 10,200.00 | 11,400.00 | 11,400.00 | 10,500.00 | 10,500.00 | 12,500.00 | 12,500.00 |
| 0041 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 1 | EACH | 8,200.00 | 8,200.00 | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 |
| 0042 | NS-804-00001 | Vibration Monitoring (INCLUDING INITIAL SITE SURVEY) | 16 | EACH | 515.00 | 8,240.00 | 495.00 | 7,920.00 | 200.00 | 3,200.00 | 750.00 | 12,000.00 |
| CONTRACTOR TOTAL | 424,706.58 | 432,814.01 | 479,697.35 | 489,426.80 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
- 6 - Coastal Bridge Co., L.L.C. |
||
| 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 | 4,700.00 | 4,700.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+10;.26.5' X 20' TIMBER BRIDGE) | 1 | EACH | 35,000.00 | 35,000.00 | 77,000.00 | 77,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 938.1 | SQYD | 5.00 | 4,690.50 | 10.00 | 9,381.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 16.00 | 192.00 | 15.00 | 180.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 110.00 | 660.00 | 175.00 | 1,050.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 693 | LNFT | 3.15 | 2,182.95 | 2.25 | 1,559.25 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 223.2 | CUYD | 110.00 | 24,552.00 | 110.00 | 24,552.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 8 | CUYD | 150.00 | 1,200.00 | 100.00 | 800.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 175 | TON | 150.00 | 26,250.00 | 150.00 | 26,250.00 |
| 0012 | 701-05-01020 | Side Drain Pipe (15" RCP/PP/CMP) | 10 | LNFT | 49.00 | 490.00 | 67.00 | 670.00 |
| 0013 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 126 | LNFT | 50.00 | 6,300.00 | 79.00 | 9,954.00 |
| 0014 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 35 | LNFT | 76.00 | 2,660.00 | 94.00 | 3,290.00 |
| 0015 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 85 | LNFT | 85.00 | 7,225.00 | 99.00 | 8,415.00 |
| 0016 | 701-05-01180 | Side Drain Pipe (60" RCP/CMP) | 33 | LNFT | 192.00 | 6,336.00 | 215.00 | 7,095.00 |
| 0017 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 47 | LNFT | 63.00 | 2,961.00 | 94.00 | 4,418.00 |
| 0018 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 75 | LNFT | 80.00 | 6,000.00 | 98.00 | 7,350.00 |
| 0019 | 701-05-02140 | Side Drain Pipe (Erosion) (48" PP/CMP) | 115 | LNFT | 123.00 | 14,145.00 | 131.00 | 15,065.00 |
| 0020 | 701-05-02180 | Side Drain Pipe (Erosion) (60" CMP) | 67 | LNFT | 154.00 | 10,318.00 | 215.00 | 14,405.00 |
| 0021 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 2,800.00 | 5,600.00 | 3,000.00 | 6,000.00 |
| 0022 | 702-03-00200 | Catch Basins (CB-02) | 3 | EACH | 3,600.00 | 10,800.00 | 4,000.00 | 12,000.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 21.00 | 787.50 | 18.00 | 675.00 |
| 0024 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 66.00 | 4,950.00 | 59.00 | 4,425.00 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,000.00 | 6,000.00 | 10,775.00 | 32,325.00 |
| 0026 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 496 | SQYD | 59.00 | 29,264.00 | 70.00 | 34,720.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 496 | SQYD | 2.00 | 992.00 | 6.50 | 3,224.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 2,100.00 | 1,260.00 | 2,100.00 | 1,260.00 |
| 0030 | 717-01-00100 | Seeding | 14 | LB | 12.00 | 168.00 | 25.00 | 350.00 |
| 0031 | 718-01-00100 | Fertilizer | 310 | LB | 0.56 | 173.60 | 2.50 | 775.00 |
| 0032 | 726-01-00100 | Bedding Material | 12.3 | CUYD | 75.00 | 922.50 | 100.00 | 1,230.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 75.00 | 300.00 |
| 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 11,000.00 | 11,000.00 |
| 0036 | 804-01-00200 | Precast Concrete Piles (14") | 1,040 | LNFT | 70.00 | 72,800.00 | 56.00 | 58,240.00 |
| 0037 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 |
| 0038 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 28,600.00 | 85,800.00 | 37,000.00 | 111,000.00 |
| 0039 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 588 | INLF | 1.00 | 588.00 | 1.00 | 588.00 |
| 0040 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT; ONE TAPERED BARRIER RAIL) | 1 | EACH | 9,500.00 | 9,500.00 | 8,800.00 | 8,800.00 |
| 0041 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 1 | EACH | 7,000.00 | 7,000.00 | 8,500.00 | 8,500.00 |
| 0042 | NS-804-00001 | Vibration Monitoring (INCLUDING INITIAL SITE SURVEY) | 16 | EACH | 300.00 | 4,800.00 | 500.00 | 8,000.00 |
| CONTRACTOR TOTAL | 505,708.05 | 687,946.25 | ||||||