Bid Tabulations
Letting of
04/11/2012
LA DOTD Headquarters
| Lead Project: H.009306.6 | |
| Parish: Tangipahoa | |
| Routes: US 190 | |
| Description: US 190 AT COLBURN DRAINAGE IMPROVEMENTS | |
| Type Const: DRAINAGE STRUCTURES, PAVEMENT PATCHING COLD PLANING, ASPHALTIC CONCRETE, AND RELATED WORK. | |
| Estimated Construction Cost: $125,458.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 37657 | Willis Construction Co. LLC | $126,621.00 |
| 2 | 14807 | Richard Price Contracting Co, Llc | $129,611.84 |
| 3 | 49356 | Kort's Trucking Inc. | $131,546.16 |
| 4 | 12198 | Byron E. Talbot Contractor, Inc. | $142,901.99 |
| 5 | 54896 | Magee Excavation & Development LLC | $149,860.04 |
| 6 | 48896 | Command Construction Industries LLC | $159,675.16 |
| 7 | 11242 | Gilmore & Son Construction Corp. | $200,122.66 |
| 8 | 02179 | Boh Bros. Construction Co., LLC. | $225,932.30 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Willis Construction Co. LLC |
- 2 - Richard Price Contracting Co, Llc |
- 3 - Kort's Trucking Inc. |
- 4 - Byron E. Talbot Contractor, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06040 | Removal of Concrete Box Headwall 6'X5' RCB Eastside Wingwalls | 2 | EACH | 977.00 | 1,954.00 | 1,650.00 | 3,300.00 | 5,500.00 | 11,000.00 | 2,600.00 | 5,200.00 |
| 0002 | 202-02-38300 | Removal of Sign and U-Channel Post | 4 | EACH | 50.00 | 200.00 | 50.00 | 200.00 | 50.00 | 200.00 | 30.00 | 120.00 |
| 0003 | 203-03-00100 | Embankment | 20 | CUYD | 20.00 | 400.00 | 80.00 | 1,600.00 | 18.50 | 370.00 | 100.00 | 2,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 10.00 | 120.00 | 15.00 | 180.00 | 15.00 | 180.00 | 15.00 | 180.00 |
| 0005 | 204-06-00100 | Temporary Silt Fencing | 100 | LNFT | 3.00 | 300.00 | 3.00 | 300.00 | 2.50 | 250.00 | 2.00 | 200.00 |
| 0006 | 302-01-00700 | Class II Base Course (Stone) | 120 | CUYD | 80.00 | 9,600.00 | 79.50 | 9,540.00 | 75.00 | 9,000.00 | 60.00 | 7,200.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 24.4 | TON | 250.00 | 6,100.00 | 500.00 | 12,200.00 | 200.00 | 4,880.00 | 583.00 | 14,225.20 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 222 | SQYD | 20.00 | 4,440.00 | 28.00 | 6,216.00 | 20.00 | 4,440.00 | 38.16 | 8,471.52 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -12.34 | CUYD | 0.00 | 0.00 | 33.92 | -418.57 | 1.00 | -12.34 | 1.00 | -12.34 |
| 0010 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 133.3 | SQYD | 150.00 | 19,995.00 | 100.00 | 13,330.00 | 150.00 | 19,995.00 | 125.00 | 16,662.50 |
| 0011 | 712-03-00100 | Stone Revetment 14" Thick Station 16+80 to 17+10 | 70 | SQYD | 52.00 | 3,640.00 | 60.00 | 4,200.00 | 85.00 | 5,950.00 | 65.00 | 4,550.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 12,750.00 | 12,750.00 |
| 0013 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.02 | MILE | 10,000.00 | 200.00 | 11,300.00 | 226.00 | 55,000.00 | 1,100.00 | 3,300.00 | 66.00 |
| 0014 | 726-01-00100 | Bedding Material | 60 | CUYD | 25.00 | 1,500.00 | 36.00 | 2,160.00 | 75.00 | 4,500.00 | 65.00 | 3,900.00 |
| 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 17,587.00 | 17,587.00 | 27,000.00 | 27,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0016 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 178.00 | 712.00 | 150.00 | 600.00 | 100.00 | 400.00 |
| 0017 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.02 | MILE | 20,000.00 | 400.00 | 3,390.00 | 67.80 | 55,000.00 | 1,100.00 | 3,180.00 | 63.60 |
| 0018 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.01 | MILE | 40,000.00 | 400.00 | 961.00 | 9.61 | 30,000.00 | 300.00 | 901.00 | 9.01 |
| 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,700.00 | 3,700.00 | 1,297.00 | 1,297.00 | 8,000.00 | 8,000.00 | 2,600.00 | 2,600.00 |
| 0020 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 9.5 | CUYD | 1,100.00 | 10,450.00 | 900.00 | 8,550.00 | 1,000.00 | 9,500.00 | 1,300.00 | 12,350.00 |
| 0021 | 805-12-21020 | Reinforced Concrete Box Culverts (6' x 5') (Precast) | 56 | LNFT | 500.00 | 28,000.00 | 400.00 | 22,400.00 | 450.00 | 25,200.00 | 424.00 | 23,744.00 |
| 0022 | 806-01-00100 | Deformed Reinforcing Steel | 690 | LB | 1.50 | 1,035.00 | 1.00 | 690.00 | 1.15 | 793.50 | 1.25 | 862.50 |
| 0023 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 400 | INLF | 10.00 | 4,000.00 | 1.13 | 452.00 | 3.00 | 1,200.00 | 0.90 | 360.00 |
| 0024 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 2,500.00 | 5,000.00 | 1,700.00 | 3,400.00 | 1,500.00 | 3,000.00 | 3,500.00 | 7,000.00 |
| CONTRACTOR TOTAL | 126,621.00 | 129,611.84 | 131,546.16 | 142,901.99 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Magee Excavation & Development LLC |
- 6 - Command Construction Industries LLC |
- 7 - Gilmore & Son Construction Corp. |
- 8 - Boh Bros. Construction Co., LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06040 | Removal of Concrete Box Headwall 6'X5' RCB Eastside Wingwalls | 2 | EACH | 1,150.00 | 2,300.00 | 5,000.00 | 10,000.00 | 8,000.00 | 16,000.00 | 1,500.00 | 3,000.00 |
| 0002 | 202-02-38300 | Removal of Sign and U-Channel Post | 4 | EACH | 287.50 | 1,150.00 | 10.00 | 40.00 | 100.00 | 400.00 | 30.00 | 120.00 |
| 0003 | 203-03-00100 | Embankment | 20 | CUYD | 23.00 | 460.00 | 50.00 | 1,000.00 | 40.00 | 800.00 | 45.00 | 900.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 6.90 | 82.80 | 10.00 | 120.00 | 25.00 | 300.00 | 20.00 | 240.00 |
| 0005 | 204-06-00100 | Temporary Silt Fencing | 100 | LNFT | 1.15 | 115.00 | 3.00 | 300.00 | 5.00 | 500.00 | 2.00 | 200.00 |
| 0006 | 302-01-00700 | Class II Base Course (Stone) | 120 | CUYD | 109.25 | 13,110.00 | 25.00 | 3,000.00 | 70.00 | 8,400.00 | 60.00 | 7,200.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 24.4 | TON | 228.85 | 5,583.94 | 200.00 | 4,880.00 | 700.00 | 17,080.00 | 500.00 | 12,200.00 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 222 | SQYD | 23.00 | 5,106.00 | 20.00 | 4,440.00 | 40.00 | 8,880.00 | 25.00 | 5,550.00 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -12.34 | CUYD | 1.15 | -14.19 | 1.00 | -12.34 | 1.00 | -12.34 | 30.00 | -370.20 |
| 0010 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 133.3 | SQYD | 143.75 | 19,161.88 | 75.00 | 9,997.50 | 250.00 | 33,325.00 | 70.00 | 9,331.00 |
| 0011 | 712-03-00100 | Stone Revetment 14" Thick Station 16+80 to 17+10 | 70 | SQYD | 35.03 | 2,452.10 | 100.00 | 7,000.00 | 220.00 | 15,400.00 | 100.00 | 7,000.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,457.33 | 5,457.33 | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 | 36,000.00 | 36,000.00 |
| 0013 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.02 | MILE | 28,750.00 | 575.00 | 3,000.00 | 60.00 | 25,000.00 | 500.00 | 5,700.00 | 114.00 |
| 0014 | 726-01-00100 | Bedding Material | 60 | CUYD | 101.20 | 6,072.00 | 50.00 | 3,000.00 | 75.00 | 4,500.00 | 90.00 | 5,400.00 |
| 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 34,500.00 | 34,500.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 0016 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 172.50 | 690.00 | 75.00 | 300.00 | 120.00 | 480.00 | 160.00 | 640.00 |
| 0017 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.02 | MILE | 129,375.00 | 2,587.50 | 3,500.00 | 70.00 | 200,000.00 | 4,000.00 | 56,000.00 | 1,120.00 |
| 0018 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.01 | MILE | 172,500.00 | 1,725.00 | 1,000.00 | 10.00 | 200,000.00 | 2,000.00 | 28,000.00 | 280.00 |
| 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,725.00 | 1,725.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 |
| 0020 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 9.5 | CUYD | 1,380.00 | 13,110.00 | 2,000.00 | 19,000.00 | 1,900.00 | 18,050.00 | 2,225.00 | 21,137.50 |
| 0021 | 805-12-21020 | Reinforced Concrete Box Culverts (6' x 5') (Precast) | 56 | LNFT | 465.13 | 26,047.28 | 1,250.00 | 70,000.00 | 680.00 | 38,080.00 | 1,400.00 | 78,400.00 |
| 0022 | 806-01-00100 | Deformed Reinforcing Steel | 690 | LB | 3.16 | 2,180.40 | 3.00 | 2,070.00 | 6.00 | 4,140.00 | 3.00 | 2,070.00 |
| 0023 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 400 | INLF | 8.17 | 3,268.00 | 1.00 | 400.00 | 2.00 | 800.00 | 1.00 | 400.00 |
| 0024 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 1,207.50 | 2,415.00 | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 2,500.00 | 5,000.00 |
| CONTRACTOR TOTAL | 149,860.04 | 159,675.16 | 200,122.66 | 225,932.30 | ||||||||