Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 713-01-0122 | |
| Parish: Acadia | |
| Routes: | |
| Description: FAULK ROAD BRIDGE OVER LYONS POINT GULLY | |
| Type Const: GRADING, DRAINAGE STRUCTURES, AGGREGATE SURFACING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, REINFORCED CONCRETE BOX CULVERT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $1,187,544.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $847,979.60 |
| 2 | 09090 | Guinn Brothers, LLC. | $881,179.50 |
| 3 | 48925 | David V. Temple | $1,053,230.51 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $1,060,533.88 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $1,122,979.05 |
| 6 | 39462 | Jb James Construction Llc | $1,241,794.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Guinn Brothers, LLC. |
- 3 - David V. Temple |
- 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 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 15,150.00 | 15,150.00 | 4,000.00 | 4,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | 2,000.00 | 2,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 400+00;21.3' X 63.1.' TIMBER BR) | 1 | EACH | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 500+00; 18.4'X22.6' TIMBER BRIDGE) | 1 | EACH | 6,000.00 | 6,000.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 4,196.88 | 4,196.88 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 47,000.00 | 47,000.00 | 36,000.00 | 36,000.00 | 65,817.00 | 65,817.00 | 55,000.00 | 55,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 75 | EACH | 3.00 | 225.00 | 10.00 | 750.00 | 10.50 | 787.50 | 9.00 | 675.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 290 | LNFT | 1.00 | 290.00 | 0.00 | 0.00 | 10.00 | 2,900.00 | 18.00 | 5,220.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 200.00 | 1,600.00 | 100.00 | 800.00 | 100.00 | 800.00 | 150.00 | 1,200.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 2,195 | LNFT | 2.00 | 4,390.00 | 1.50 | 3,292.50 | 1.60 | 3,512.00 | 2.20 | 4,829.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 390.2 | CUYD | 83.00 | 32,386.60 | 80.00 | 31,216.00 | 98.70 | 38,512.74 | 88.00 | 34,337.60 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 63 | CUYD | 52.00 | 3,276.00 | 85.00 | 5,355.00 | 63.49 | 3,999.87 | 67.00 | 4,221.00 |
| 0012 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 66.3 | CUYD | 78.00 | 5,171.40 | 85.00 | 5,635.50 | 90.50 | 6,000.15 | 67.00 | 4,442.10 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 316.6 | TON | 191.00 | 60,470.60 | 170.00 | 53,822.00 | 177.00 | 56,038.20 | 200.00 | 63,320.00 |
| 0014 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 461 | LNFT | 50.00 | 23,050.00 | 42.00 | 19,362.00 | 76.87 | 35,437.07 | 95.00 | 43,795.00 |
| 0015 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 176 | LNFT | 105.00 | 18,480.00 | 150.00 | 26,400.00 | 138.00 | 24,288.00 | 175.00 | 30,800.00 |
| 0016 | 701-05-01180 | Side Drain Pipe (60" RCP/CMP) | 122 | LNFT | 159.00 | 19,398.00 | 255.00 | 31,110.00 | 200.00 | 24,400.00 | 200.00 | 24,400.00 |
| 0017 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 96 | LNFT | 50.00 | 4,800.00 | 42.00 | 4,032.00 | 74.38 | 7,140.48 | 105.00 | 10,080.00 |
| 0018 | 701-05-02140 | Side Drain Pipe (Erosion) (48" PP/CMP) | 180 | LNFT | 105.00 | 18,900.00 | 150.00 | 27,000.00 | 139.60 | 25,128.00 | 163.00 | 29,340.00 |
| 0019 | 701-05-02180 | Side Drain Pipe (Erosion) (60" CMP) | 123 | LNFT | 159.00 | 19,557.00 | 255.00 | 31,365.00 | 196.60 | 24,181.80 | 200.00 | 24,600.00 |
| 0020 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 2,500.00 | 5,000.00 | 4,000.00 | 8,000.00 | 3,200.00 | 6,400.00 | 3,250.00 | 6,500.00 |
| 0021 | 702-03-00200 | Catch Basins (CB-02) | 3 | EACH | 3,800.00 | 11,400.00 | 4,200.00 | 12,600.00 | 4,200.00 | 12,600.00 | 4,200.00 | 12,600.00 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 24.00 | 900.00 | 28.00 | 1,050.00 | 20.00 | 750.00 | 27.00 | 1,012.50 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 57.00 | 4,275.00 | 60.00 | 4,500.00 | 65.00 | 4,875.00 | 65.00 | 4,875.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,200.00 | 6,600.00 | 2,500.00 | 7,500.00 | 2,200.00 | 6,600.00 | 2,500.00 | 7,500.00 |
| 0025 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 30.00 | 3,000.00 | 15.00 | 1,500.00 | 19.50 | 1,950.00 | 22.00 | 2,200.00 |
| 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,316 | SQYD | 65.00 | 85,540.00 | 60.00 | 78,960.00 | 55.00 | 72,380.00 | 59.00 | 77,644.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 1,316 | SQYD | 3.00 | 3,948.00 | 5.00 | 6,580.00 | 2.60 | 3,421.60 | 3.20 | 4,211.20 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 14,000.00 | 14,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 650.00 | 975.00 | 1,000.00 | 1,500.00 | 1,000.00 | 1,500.00 | 1,100.00 | 1,650.00 |
| 0030 | 717-01-00100 | Seeding | 36 | LB | 8.00 | 288.00 | 20.00 | 720.00 | 12.00 | 432.00 | 13.00 | 468.00 |
| 0031 | 718-01-00100 | Fertilizer | 785 | LB | 0.60 | 471.00 | 1.00 | 785.00 | 1.00 | 785.00 | 1.00 | 785.00 |
| 0032 | 726-01-00100 | Bedding Material | 322.2 | CUYD | 75.00 | 24,165.00 | 80.00 | 25,776.00 | 88.00 | 28,353.60 | 78.00 | 25,131.60 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | 85,000.00 | 85,000.00 | 140,000.00 | 140,000.00 |
| 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 70.00 | 280.00 | 100.00 | 400.00 | 65.00 | 260.00 | 75.00 | 300.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 100.00 | 400.00 | 80.00 | 320.00 | 80.00 | 320.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,100.00 | 5,100.00 | 8,000.00 | 8,000.00 | 12,500.00 | 12,500.00 | 8,400.00 | 8,400.00 |
| 0037 | 804-01-00200 | Precast Concrete Piles (14") | 1,708 | LNFT | 49.00 | 83,692.00 | 50.00 | 85,400.00 | 65.00 | 111,020.00 | 65.00 | 111,020.00 |
| 0038 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 |
| 0039 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.45 | CUYD | 820.00 | 21,689.00 | 1,000.00 | 26,450.00 | 1,050.00 | 27,772.50 | 1,250.00 | 33,062.50 |
| 0040 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 6 | SPAN | 25,000.00 | 150,000.00 | 30,000.00 | 180,000.00 | 34,500.00 | 207,000.00 | 23,500.00 | 141,000.00 |
| 0041 | 805-12-12000 | Reinforced Concrete Box Culverts (6' x 6') (Cast-In-Place) | 132 | LNFT | 478.00 | 63,096.00 | 485.00 | 64,020.00 | 625.00 | 82,500.00 | 625.00 | 82,500.00 |
| 0042 | 806-01-00100 | Deformed Reinforcing Steel (BOX CULVERT HEADWALLS) | 2,265 | LB | 1.00 | 2,265.00 | 1.50 | 3,397.50 | 1.20 | 2,718.00 | 1.50 | 3,397.50 |
| 0043 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 1 | EACH | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 9,500.00 | 9,500.00 | 7,000.00 | 7,000.00 |
| 0044 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (TAPERED BARRIER RAILING W/O ASPHALT) | 1 | EACH | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | 9,500.00 | 9,500.00 | 7,000.00 | 7,000.00 |
| CONTRACTOR TOTAL | 847,979.60 | 881,179.50 | 1,053,230.51 | 1,060,533.88 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Jb James Construction Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | 80,000.00 | 80,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 400+00;21.3' X 63.1.' TIMBER BR) | 1 | EACH | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 500+00; 18.4'X22.6' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 115,000.00 | 115,000.00 | 125,000.00 | 125,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 75 | EACH | 20.00 | 1,500.00 | 11.00 | 825.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 290 | LNFT | 12.00 | 3,480.00 | 15.00 | 4,350.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 200.00 | 1,600.00 | 100.00 | 800.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 2,195 | LNFT | 1.40 | 3,073.00 | 2.00 | 4,390.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 390.2 | CUYD | 100.00 | 39,020.00 | 100.00 | 39,020.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 63 | CUYD | 120.00 | 7,560.00 | 100.00 | 6,300.00 |
| 0012 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 66.3 | CUYD | 90.00 | 5,967.00 | 100.00 | 6,630.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 316.6 | TON | 165.00 | 52,239.00 | 180.00 | 56,988.00 |
| 0014 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 461 | LNFT | 63.00 | 29,043.00 | 45.00 | 20,745.00 |
| 0015 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 176 | LNFT | 125.00 | 22,000.00 | 120.00 | 21,120.00 |
| 0016 | 701-05-01180 | Side Drain Pipe (60" RCP/CMP) | 122 | LNFT | 200.00 | 24,400.00 | 160.00 | 19,520.00 |
| 0017 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 96 | LNFT | 63.00 | 6,048.00 | 45.00 | 4,320.00 |
| 0018 | 701-05-02140 | Side Drain Pipe (Erosion) (48" PP/CMP) | 180 | LNFT | 125.00 | 22,500.00 | 120.00 | 21,600.00 |
| 0019 | 701-05-02180 | Side Drain Pipe (Erosion) (60" CMP) | 123 | LNFT | 200.00 | 24,600.00 | 160.00 | 19,680.00 |
| 0020 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 5,000.00 | 10,000.00 | 3,000.00 | 6,000.00 |
| 0021 | 702-03-00200 | Catch Basins (CB-02) | 3 | EACH | 5,500.00 | 16,500.00 | 3,400.00 | 10,200.00 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 25.00 | 937.50 | 20.00 | 750.00 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 63.00 | 4,725.00 | 65.00 | 4,875.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,400.00 | 7,200.00 | 2,300.00 | 6,900.00 |
| 0025 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 22.00 | 2,200.00 | 10.00 | 1,000.00 |
| 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,316 | SQYD | 55.00 | 72,380.00 | 56.00 | 73,696.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 1,316 | SQYD | 3.30 | 4,342.80 | 2.50 | 3,290.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,200.00 | 1,800.00 | 1,000.00 | 1,500.00 |
| 0030 | 717-01-00100 | Seeding | 36 | LB | 13.50 | 486.00 | 12.00 | 432.00 |
| 0031 | 718-01-00100 | Fertilizer | 785 | LB | 1.15 | 902.75 | 1.00 | 785.00 |
| 0032 | 726-01-00100 | Bedding Material | 322.2 | CUYD | 90.00 | 28,998.00 | 80.00 | 25,776.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 107,000.00 | 107,000.00 | 120,000.00 | 120,000.00 |
| 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 75.00 | 300.00 | 50.00 | 200.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 84.00 | 336.00 | 75.00 | 300.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 0037 | 804-01-00200 | Precast Concrete Piles (14") | 1,708 | LNFT | 47.00 | 80,276.00 | 64.00 | 109,312.00 |
| 0038 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 6,000.00 | 6,000.00 | 100.00 | 100.00 |
| 0039 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.45 | CUYD | 1,200.00 | 31,740.00 | 1,200.00 | 31,740.00 |
| 0040 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 6 | SPAN | 32,000.00 | 192,000.00 | 38,000.00 | 228,000.00 |
| 0041 | 805-12-12000 | Reinforced Concrete Box Culverts (6' x 6') (Cast-In-Place) | 132 | LNFT | 580.00 | 76,560.00 | 660.00 | 87,120.00 |
| 0042 | 806-01-00100 | Deformed Reinforcing Steel (BOX CULVERT HEADWALLS) | 2,265 | LB | 1.00 | 2,265.00 | 2.00 | 4,530.00 |
| 0043 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 1 | EACH | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0044 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (TAPERED BARRIER RAILING W/O ASPHALT) | 1 | EACH | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| CONTRACTOR TOTAL | 1,122,979.05 | 1,241,794.00 | ||||||