Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 713-53-0124 | |
| Parish: Tangipahoa | |
| Routes: | |
| Description: J.W. DAVIS DRIVE BRIDGE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $597,617.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 41215 | Creek Services LLC | $488,475.41 |
| 2 | 51413 | Iverstine & Campbell LLC | $553,643.56 |
| 3 | 01012 | Cecil D. Gassiott, LLC | $555,110.00 |
| 4 | 09090 | Guinn Brothers, LLC. | $590,486.20 |
| 5 | 39462 | Jb James Construction Llc | $696,103.10 |
| 6 | 34567 | James Construction Group LLC | $744,141.70 |
| 7 | 52550 | Gibbs & Register Inc | $804,975.30 |
| 8 | 55564 | Coastal Industries Llc | $889,797.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Creek Services LLC |
- 2 - Iverstine & Campbell LLC |
- 3 - Cecil D. Gassiott, LLC |
- 4 - Guinn Brothers, 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 | 1,761.90 | 1,761.90 | 8,400.00 | 8,400.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 974.92 | 974.92 | 250.00 | 250.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 818.8 | SQYD | 9.37 | 7,672.16 | 4.20 | 3,438.96 | 5.00 | 4,094.00 | 4.00 | 3,275.20 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 415+40;25' X 77' TIMBER BRIDGE) (WITH STEEL RAILINGS) | 1 | EACH | 4,956.81 | 4,956.81 | 10,200.00 | 10,200.00 | 9,000.00 | 9,000.00 | 7,500.00 | 7,500.00 |
| 0005 | 202-02-06060 | Removal of Concrete Catch Basin | 1 | EACH | 82.22 | 82.22 | 240.00 | 240.00 | 1,200.00 | 1,200.00 | 2,000.00 | 2,000.00 |
| 0006 | 202-02-06100 | Removal of Concrete Walks and Drives | 115 | SQYD | 14.60 | 1,679.00 | 10.80 | 1,242.00 | 8.00 | 920.00 | 10.00 | 1,150.00 |
| 0007 | 202-02-32140 | Removal of Pipe (Storm Drain) (REF CONSTRUCTION NOTE 1 SHEETS 4 & 101) | 22 | LNFT | 11.72 | 257.84 | 9.60 | 211.20 | 100.00 | 2,200.00 | 20.00 | 440.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 7,556.20 | 7,556.20 | 12,840.00 | 12,840.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 5 | EACH | 16.44 | 82.20 | 24.00 | 120.00 | 10.00 | 50.00 | 10.00 | 50.00 |
| 0010 | 204-03-00100 | Temporary Slope Drains | 26 | LNFT | 14.10 | 366.60 | 10.80 | 280.80 | 20.00 | 520.00 | 0.00 | 0.00 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 91.62 | 366.48 | 180.00 | 720.00 | 200.00 | 800.00 | 100.00 | 400.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 1,100 | LNFT | 1.82 | 2,002.00 | 2.40 | 2,640.00 | 2.50 | 2,750.00 | 3.00 | 3,300.00 |
| 0013 | 302-01-00700 | Class II Base Course (Stone) | 194.6 | CUYD | 34.72 | 6,756.51 | 96.00 | 18,681.60 | 110.00 | 21,406.00 | 95.00 | 18,487.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 23 | CUYD | 34.72 | 798.56 | 102.00 | 2,346.00 | 100.00 | 2,300.00 | 110.00 | 2,530.00 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 34.72 | 1,736.00 | 102.00 | 5,100.00 | 80.00 | 4,000.00 | 75.00 | 3,750.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 152.8 | TON | 123.33 | 18,844.82 | 240.00 | 36,672.00 | 245.00 | 37,436.00 | 200.00 | 30,560.00 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 48 | LNFT | 66.26 | 3,180.48 | 54.00 | 2,592.00 | 125.00 | 6,000.00 | 80.00 | 3,840.00 |
| 0018 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 56 | LNFT | 84.69 | 4,742.64 | 73.20 | 4,099.20 | 135.00 | 7,560.00 | 110.00 | 6,160.00 |
| 0019 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 1,949.84 | 1,949.84 | 2,280.00 | 2,280.00 | 2,500.00 | 2,500.00 | 4,500.00 | 4,500.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.48 | 7,048.00 | 70.80 | 7,080.00 | 65.00 | 6,500.00 | 65.00 | 6,500.00 |
| 0021 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 38.76 | 3,876.00 | 43.20 | 4,320.00 | 40.00 | 4,000.00 | 42.00 | 4,200.00 |
| 0022 | 704-10-00100 | Guard Rail Anchor Block | 4 | EACH | 293.65 | 1,174.60 | 2,160.00 | 8,640.00 | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 |
| 0023 | 706-02-00200 | Concrete Drive (6" Thick) | 85.8 | SQYD | 46.34 | 3,975.97 | 40.00 | 3,432.00 | 100.00 | 8,580.00 | 65.00 | 5,577.00 |
| 0024 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 840 | SQYD | 24.69 | 20,739.60 | 67.80 | 56,952.00 | 70.00 | 58,800.00 | 70.00 | 58,800.00 |
| 0025 | 711-04-00100 | Geotextile Fabric | 840 | SQYD | 1.88 | 1,579.20 | 1.20 | 1,008.00 | 3.50 | 2,940.00 | 5.00 | 4,200.00 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,127.40 | 10,127.40 | 7,440.00 | 7,440.00 | 11,000.00 | 11,000.00 | 7,500.00 | 7,500.00 |
| 0027 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 998.41 | 499.21 | 780.00 | 390.00 | 2,300.00 | 1,150.00 | 3,000.00 | 1,500.00 |
| 0028 | 717-01-00100 | Seeding | 7 | LB | 25.84 | 180.88 | 12.00 | 84.00 | 55.00 | 385.00 | 25.00 | 175.00 |
| 0029 | 718-01-00100 | Fertilizer | 230 | LB | 1.56 | 358.80 | 1.20 | 276.00 | 2.50 | 575.00 | 1.00 | 230.00 |
| 0030 | 726-01-00100 | Bedding Material | 10.9 | CUYD | 34.72 | 378.45 | 66.00 | 719.40 | 100.00 | 1,090.00 | 150.00 | 1,635.00 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 32,305.82 | 32,305.82 | 22,200.00 | 22,200.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 131.56 | 1,052.48 | 96.00 | 768.00 | 85.00 | 680.00 | 100.00 | 800.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,936.50 | 2,936.50 | 3,960.00 | 3,960.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 0034 | 804-01-00300 | Precast Concrete Piles (16") | 1,386 | LNFT | 89.62 | 124,213.32 | 82.00 | 113,652.00 | 60.00 | 83,160.00 | 65.00 | 90,090.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 48,311.30 | 48,311.30 | 1,200.00 | 1,200.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 |
| 0036 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 23,939.52 | 143,637.12 | 30,000.00 | 180,000.00 | 22,500.00 | 135,000.00 | 32,000.00 | 192,000.00 |
| 0037 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 507 | INLF | 2.56 | 1,297.92 | 1.20 | 608.40 | 2.00 | 1,014.00 | 3.00 | 1,521.00 |
| 0038 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 5,778.44 | 11,556.88 | 11,760.00 | 23,520.00 | 8,000.00 | 16,000.00 | 11,500.00 | 23,000.00 |
| 0039 | NS-804-00001 | Vibration Monitoring | 21 | EACH | 355.18 | 7,458.78 | 240.00 | 5,040.00 | 500.00 | 10,500.00 | 715.00 | 15,015.00 |
| CONTRACTOR TOTAL | 488,475.41 | 553,643.56 | 555,110.00 | 590,486.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
- 6 - James Construction Group LLC |
- 7 - Gibbs & Register Inc |
- 8 - Coastal Industries 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 | 70,000.00 | 70,000.00 | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 68,000.00 | 68,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 818.8 | SQYD | 7.00 | 5,731.60 | 4.00 | 3,275.20 | 12.00 | 9,825.60 | 20.00 | 16,376.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 415+40;25' X 77' TIMBER BRIDGE) (WITH STEEL RAILINGS) | 1 | EACH | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 44,000.00 | 44,000.00 |
| 0005 | 202-02-06060 | Removal of Concrete Catch Basin | 1 | EACH | 300.00 | 300.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 | 3,500.00 | 3,500.00 |
| 0006 | 202-02-06100 | Removal of Concrete Walks and Drives | 115 | SQYD | 11.00 | 1,265.00 | 20.00 | 2,300.00 | 10.00 | 1,150.00 | 25.00 | 2,875.00 |
| 0007 | 202-02-32140 | Removal of Pipe (Storm Drain) (REF CONSTRUCTION NOTE 1 SHEETS 4 & 101) | 22 | LNFT | 15.00 | 330.00 | 60.00 | 1,320.00 | 20.00 | 440.00 | 300.00 | 6,600.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 40,000.00 | 40,000.00 | 32,000.00 | 32,000.00 | 30,000.00 | 30,000.00 | 34,000.00 | 34,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 5 | EACH | 15.00 | 75.00 | 35.00 | 175.00 | 25.00 | 125.00 | 25.00 | 125.00 |
| 0010 | 204-03-00100 | Temporary Slope Drains | 26 | LNFT | 15.00 | 390.00 | 60.00 | 1,560.00 | 6.00 | 156.00 | 150.00 | 3,900.00 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 | 175.00 | 700.00 | 160.00 | 640.00 | 150.00 | 600.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 1,100 | LNFT | 2.00 | 2,200.00 | 3.00 | 3,300.00 | 2.00 | 2,200.00 | 2.00 | 2,200.00 |
| 0013 | 302-01-00700 | Class II Base Course (Stone) | 194.6 | CUYD | 100.00 | 19,460.00 | 110.00 | 21,406.00 | 100.00 | 19,460.00 | 130.00 | 25,298.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 23 | CUYD | 100.00 | 2,300.00 | 35.00 | 805.00 | 130.00 | 2,990.00 | 100.00 | 2,300.00 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 80.00 | 4,000.00 | 95.00 | 4,750.00 | 65.00 | 3,250.00 | 60.00 | 3,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 152.8 | TON | 225.00 | 34,380.00 | 170.00 | 25,976.00 | 205.00 | 31,324.00 | 250.00 | 38,200.00 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 48 | LNFT | 55.00 | 2,640.00 | 100.00 | 4,800.00 | 105.00 | 5,040.00 | 80.00 | 3,840.00 |
| 0018 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 56 | LNFT | 65.00 | 3,640.00 | 108.00 | 6,048.00 | 110.00 | 6,160.00 | 100.00 | 5,600.00 |
| 0019 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,000.00 | 3,000.00 | 2,470.00 | 2,470.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 50.00 | 5,000.00 | 52.00 | 5,200.00 | 50.00 | 5,000.00 |
| 0021 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 36.00 | 3,600.00 | 40.00 | 4,000.00 | 42.00 | 4,200.00 | 40.00 | 4,000.00 |
| 0022 | 704-10-00100 | Guard Rail Anchor Block | 4 | EACH | 2,000.00 | 8,000.00 | 500.00 | 2,000.00 | 515.00 | 2,060.00 | 500.00 | 2,000.00 |
| 0023 | 706-02-00200 | Concrete Drive (6" Thick) | 85.8 | SQYD | 65.00 | 5,577.00 | 81.00 | 6,949.80 | 50.00 | 4,290.00 | 60.00 | 5,148.00 |
| 0024 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 840 | SQYD | 60.00 | 50,400.00 | 35.00 | 29,400.00 | 50.00 | 42,000.00 | 80.00 | 67,200.00 |
| 0025 | 711-04-00100 | Geotextile Fabric | 840 | SQYD | 1.80 | 1,512.00 | 3.80 | 3,192.00 | 3.00 | 2,520.00 | 4.00 | 3,360.00 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | 35,000.00 | 35,000.00 |
| 0027 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,000.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,200.00 | 1,100.00 | 2,500.00 | 1,250.00 |
| 0028 | 717-01-00100 | Seeding | 7 | LB | 50.00 | 350.00 | 50.00 | 350.00 | 50.00 | 350.00 | 40.00 | 280.00 |
| 0029 | 718-01-00100 | Fertilizer | 230 | LB | 2.50 | 575.00 | 2.50 | 575.00 | 3.40 | 782.00 | 4.00 | 920.00 |
| 0030 | 726-01-00100 | Bedding Material | 10.9 | CUYD | 75.00 | 817.50 | 153.00 | 1,667.70 | 250.00 | 2,725.00 | 150.00 | 1,635.00 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 69,000.00 | 69,000.00 | 70,000.00 | 70,000.00 | 80,250.00 | 80,250.00 | 90,000.00 | 90,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 75.00 | 600.00 | 80.00 | 640.00 | 75.00 | 600.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 |
| 0034 | 804-01-00300 | Precast Concrete Piles (16") | 1,386 | LNFT | 72.00 | 99,792.00 | 80.00 | 110,880.00 | 90.00 | 124,740.00 | 70.00 | 97,020.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 4,000.00 | 4,000.00 | 30,000.00 | 30,000.00 | 100.00 | 100.00 |
| 0036 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 30,000.00 | 180,000.00 | 50,000.00 | 300,000.00 | 40,000.00 | 240,000.00 | 38,000.00 | 228,000.00 |
| 0037 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 507 | INLF | 4.00 | 2,028.00 | 1.00 | 507.00 | 1.10 | 557.70 | 10.00 | 5,070.00 |
| 0038 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 11,755.00 | 23,510.00 | 18,000.00 | 36,000.00 | 14,000.00 | 28,000.00 |
| 0039 | NS-804-00001 | Vibration Monitoring | 21 | EACH | 400.00 | 8,400.00 | 325.00 | 6,825.00 | 800.00 | 16,800.00 | 800.00 | 16,800.00 |
| CONTRACTOR TOTAL | 696,103.10 | 744,141.70 | 804,975.30 | 889,797.00 | ||||||||