Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: 713-02-0120 | |
| Parish: Allen | |
| Routes: | |
| Description: GREEN OAK ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $666,593.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $625,146.40 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $675,882.95 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $699,765.20 |
| 4 | 39462 | Jb James Construction Llc | $721,804.20 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $733,909.64 |
| 6 | 00481 | Coastal Bridge Co., L.L.C. | $774,972.00 |
| 7 | 29696 | Advanced Quality Construction Inc. | $850,999.21 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - Jb James 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 | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 15+00;22.92' X 77.55' TIMBER BRIDGE | 1 | EACH | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 901.6 | SQYD | 4.00 | 3,606.40 | 7.00 | 6,311.20 | 10.00 | 9,016.00 | 4.50 | 4,057.20 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 28,000.00 | 28,000.00 | 55,000.00 | 55,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 10.00 | 40.00 | 35.00 | 140.00 | 50.00 | 200.00 | 15.00 | 60.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 0.00 | 0.00 | 15.00 | 600.00 | 25.00 | 1,000.00 | 20.00 | 800.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 100.00 | 400.00 | 200.00 | 800.00 | 300.00 | 1,200.00 | 150.00 | 600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 740 | LNFT | 2.00 | 1,480.00 | 2.00 | 1,480.00 | 3.00 | 2,220.00 | 2.00 | 1,480.00 |
| 0010 | 302-01-00100 | Class II Base Course | 237.4 | CUYD | 85.00 | 20,179.00 | 130.00 | 30,862.00 | 110.00 | 26,114.00 | 75.00 | 17,805.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 31 | CUYD | 100.00 | 3,100.00 | 125.00 | 3,875.00 | 100.00 | 3,100.00 | 100.00 | 3,100.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 40 | CUYD | 80.00 | 3,200.00 | 40.00 | 1,600.00 | 100.00 | 4,000.00 | 85.00 | 3,400.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 186.2 | TON | 200.00 | 37,240.00 | 165.00 | 30,723.00 | 201.00 | 37,426.20 | 200.00 | 37,240.00 |
| 0014 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 375 | LNFT | 70.00 | 26,250.00 | 50.25 | 18,843.75 | 60.00 | 22,500.00 | 52.00 | 19,500.00 |
| 0015 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,200.00 | 3,200.00 | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 25 | LNFT | 40.00 | 1,000.00 | 34.00 | 850.00 | 30.00 | 750.00 | 25.00 | 625.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 72.00 | 3,600.00 | 70.00 | 3,500.00 | 65.00 | 3,250.00 | 65.00 | 3,250.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,650.00 | 10,600.00 | 2,700.00 | 10,800.00 | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 |
| 0019 | 705-09-00100 | Rebuilt Fence | 150 | LNFT | 15.00 | 2,250.00 | 9.00 | 1,350.00 | 25.00 | 3,750.00 | 8.50 | 1,275.00 |
| 0020 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 264 | SQYD | 75.00 | 19,800.00 | 70.00 | 18,480.00 | 61.50 | 16,236.00 | 70.00 | 18,480.00 |
| 0021 | 711-04-00100 | Geotextile Fabric | 264 | SQYD | 5.00 | 1,320.00 | 2.00 | 528.00 | 3.00 | 792.00 | 3.00 | 792.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 0.8 | TON | 2,500.00 | 2,000.00 | 2,300.00 | 1,840.00 | 3,000.00 | 2,400.00 | 2,000.00 | 1,600.00 |
| 0024 | 717-01-00100 | Seeding | 20 | LB | 15.00 | 300.00 | 22.00 | 440.00 | 20.00 | 400.00 | 20.00 | 400.00 |
| 0025 | 718-01-00100 | Fertilizer | 400 | LB | 1.00 | 400.00 | 1.20 | 480.00 | 2.00 | 800.00 | 1.00 | 400.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 66,000.00 | 66,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 90.00 | 360.00 | 100.00 | 400.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0029 | 804-01-00300 | Precast Concrete Piles (16") | 2,112 | LNFT | 65.00 | 137,280.00 | 52.50 | 110,880.00 | 75.00 | 158,400.00 | 70.00 | 147,840.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0031 | 805-10-02000 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) | 7 | SPAN | 32,500.00 | 227,500.00 | 30,000.00 | 210,000.00 | 29,750.00 | 208,250.00 | 33,000.00 | 231,000.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 45 DEG CROSSING W/O ASPHALT | 2 | EACH | 11,500.00 | 23,000.00 | 8,800.00 | 17,600.00 | 9,000.00 | 18,000.00 | 8,000.00 | 16,000.00 |
| CONTRACTOR TOTAL | 625,146.40 | 675,882.95 | 699,765.20 | 721,804.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - Coastal Bridge Co., L.L.C. |
- 7 - Advanced Quality Construction Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 8,760.00 | 8,760.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 5,125.00 | 5,125.00 | 4,800.00 | 4,800.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 15+00;22.92' X 77.55' TIMBER BRIDGE | 1 | EACH | 24,000.00 | 24,000.00 | 35,000.00 | 35,000.00 | 28,800.00 | 28,800.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 901.6 | SQYD | 2.00 | 1,803.20 | 10.00 | 9,016.00 | 14.77 | 13,316.63 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 42,000.00 | 42,000.00 | 35,000.00 | 35,000.00 | 32,640.00 | 32,640.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 16.00 | 64.00 | 10.00 | 40.00 | 52.80 | 211.20 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 32.00 | 1,280.00 | 10.00 | 400.00 | 60.00 | 2,400.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 160.00 | 640.00 | 150.00 | 600.00 | 220.80 | 883.20 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 740 | LNFT | 2.10 | 1,554.00 | 2.00 | 1,480.00 | 2.40 | 1,776.00 |
| 0010 | 302-01-00100 | Class II Base Course | 237.4 | CUYD | 85.00 | 20,179.00 | 100.00 | 23,740.00 | 97.76 | 23,208.22 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 31 | CUYD | 70.00 | 2,170.00 | 100.00 | 3,100.00 | 41.00 | 1,271.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 40 | CUYD | 98.00 | 3,920.00 | 125.00 | 5,000.00 | 41.00 | 1,640.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 186.2 | TON | 200.00 | 37,240.00 | 180.00 | 33,516.00 | 201.60 | 37,537.92 |
| 0014 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 375 | LNFT | 60.00 | 22,500.00 | 55.00 | 20,625.00 | 73.80 | 27,675.00 |
| 0015 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,000.00 | 3,000.00 | 5,500.00 | 5,500.00 | 4,028.80 | 4,028.80 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 25 | LNFT | 30.00 | 750.00 | 20.00 | 500.00 | 24.00 | 600.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 60.00 | 3,000.00 | 65.00 | 3,250.00 | 72.00 | 3,600.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,250.00 | 9,000.00 | 2,640.00 | 10,560.00 |
| 0019 | 705-09-00100 | Rebuilt Fence | 150 | LNFT | 11.00 | 1,650.00 | 10.00 | 1,500.00 | 18.00 | 2,700.00 |
| 0020 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 264 | SQYD | 75.00 | 19,800.00 | 90.00 | 23,760.00 | 105.60 | 27,878.40 |
| 0021 | 711-04-00100 | Geotextile Fabric | 264 | SQYD | 6.21 | 1,639.44 | 5.00 | 1,320.00 | 3.00 | 792.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 7,368.00 | 7,368.00 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 0.8 | TON | 2,000.00 | 1,600.00 | 2,000.00 | 1,600.00 | 780.00 | 624.00 |
| 0024 | 717-01-00100 | Seeding | 20 | LB | 45.00 | 900.00 | 20.00 | 400.00 | 18.00 | 360.00 |
| 0025 | 718-01-00100 | Fertilizer | 400 | LB | 2.00 | 800.00 | 1.00 | 400.00 | 2.40 | 960.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 75,000.00 | 75,000.00 | 152,400.00 | 152,400.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 85.00 | 340.00 | 84.00 | 336.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 7,200.00 | 7,200.00 |
| 0029 | 804-01-00300 | Precast Concrete Piles (16") | 2,112 | LNFT | 65.00 | 137,280.00 | 55.00 | 116,160.00 | 76.32 | 161,187.84 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,500.00 | 1,500.00 | 100.00 | 100.00 | 32,760.00 | 32,760.00 |
| 0031 | 805-10-02000 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) | 7 | SPAN | 34,500.00 | 241,500.00 | 38,500.00 | 269,500.00 | 32,975.00 | 230,825.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 45 DEG CROSSING W/O ASPHALT | 2 | EACH | 9,500.00 | 19,000.00 | 9,500.00 | 19,000.00 | 10,950.00 | 21,900.00 |
| CONTRACTOR TOTAL | 733,909.64 | 774,972.00 | 850,999.21 | |||||||