Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: 713-14-0111 | |
| Parish: Claiborne | |
| Routes: | |
| Description: ST. JOHN RD., RICHARDSON LOOP, and FELLOWSHIP RD. BRIDGES | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $764,311.30 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49239 | W L Bass Construction Inc. | $568,849.30 |
| 2 | 15099 | Amethyst Construction, Inc. | $715,161.11 |
| 3 | 12135 | Blount Bros. Construction, Inc. | $725,825.80 |
| 4 | 39001 | Jd's Rebar & Construction Inc. | $745,000.00 |
| 5 | 18546 | C W & W Contractors, Inc. | $746,554.20 |
| 6 | 12136 | Shiloh Contractors, Inc. | $791,494.50 |
| 7 | 44289 | Jeff Mercer LLC | $860,661.70 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W L Bass Construction Inc. |
- 2 - Amethyst Construction, Inc. |
- 3 - Blount Bros. Construction, Inc. |
- 4 - Jd's Rebar & Construction Inc. |
||||
| 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 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 23,933.48 | 23,933.48 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 511.3 | SQYD | 5.00 | 2,556.50 | 12.00 | 6,135.60 | 9.00 | 4,601.70 | 19.32 | 9,878.32 |
| 0003 | 202-02-04000 | Removal of Bridge STA.105+15.11; 25'X33' TIMBER BRIDGE | 1 | EACH | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 9,588.00 | 9,588.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) STA.205+00.0; 3-72" CMP X 55' LONG | 165 | LNFT | 15.00 | 2,475.00 | 35.00 | 5,775.00 | 20.00 | 3,300.00 | 16.50 | 2,722.50 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) STA.305+00.36; 3-72" CMP X 60' LONG | 160 | LNFT | 15.00 | 2,400.00 | 35.00 | 5,600.00 | 22.00 | 3,520.00 | 29.34 | 4,694.40 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 23,000.00 | 23,000.00 | 55,000.00 | 55,000.00 | 35,000.00 | 35,000.00 | 31,733.00 | 31,733.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 36 | EACH | 0.00 | 0.00 | 12.00 | 432.00 | 20.00 | 720.00 | 26.00 | 936.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 0.00 | 0.00 | 120.00 | 1,440.00 | 250.00 | 3,000.00 | 191.00 | 2,292.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 821.7 | LNFT | 0.00 | 0.00 | 1.65 | 1,355.81 | 3.00 | 2,465.10 | 2.00 | 1,643.40 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 130.3 | CUYD | 110.00 | 14,333.00 | 150.00 | 19,545.00 | 80.00 | 10,424.00 | 110.00 | 14,333.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 106.3 | TON | 175.00 | 18,602.50 | 200.00 | 21,260.00 | 150.00 | 15,945.00 | 326.00 | 34,653.80 |
| 0012 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 10.00 | 1,000.00 | 17.70 | 1,770.00 | 10.00 | 1,000.00 | 32.00 | 3,200.00 |
| 0013 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 750.00 | 750.00 | 500.00 | 500.00 | 600.00 | 600.00 | 1,800.00 | 1,800.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 540 | SQYD | 55.00 | 29,700.00 | 72.00 | 38,880.00 | 80.00 | 43,200.00 | 60.00 | 32,400.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 540 | SQYD | 1.00 | 540.00 | 2.00 | 1,080.00 | 3.00 | 1,620.00 | 4.00 | 2,160.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 13,000.00 | 13,000.00 | 22,000.00 | 22,000.00 | 20,000.00 | 20,000.00 | 9,500.00 | 9,500.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.3 | TON | 7,000.00 | 2,100.00 | 2,000.00 | 600.00 | 1,000.00 | 300.00 | 4,500.00 | 1,350.00 |
| 0018 | 717-01-00100 | Seeding | 4 | LB | 260.00 | 1,040.00 | 10.00 | 40.00 | 100.00 | 400.00 | 66.00 | 264.00 |
| 0019 | 718-01-00100 | Fertilizer | 86 | LB | 15.00 | 1,290.00 | 1.00 | 86.00 | 2.00 | 172.00 | 4.50 | 387.00 |
| 0020 | 726-01-00100 | Bedding Material | 325.3 | CUYD | 1.00 | 325.30 | 120.00 | 39,036.00 | 80.00 | 26,024.00 | 161.00 | 52,373.30 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 58,000.00 | 58,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 115,880.86 | 115,880.86 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 75.00 | 900.00 | 300.00 | 3,600.00 | 150.00 | 1,800.00 | 10.50 | 126.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | 25,000.00 | 25,000.00 | 15,900.00 | 15,900.00 |
| 0024 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 142.68 | CUYD | 750.00 | 107,010.00 | 950.00 | 135,546.00 | 1,000.00 | 142,680.00 | 929.00 | 132,549.72 |
| 0025 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 120 | LNFT | 650.00 | 78,000.00 | 620.00 | 74,400.00 | 750.00 | 90,000.00 | 565.50 | 67,860.00 |
| 0026 | 805-12-06000 | Reinforced Concrete Box Culverts (9' x 9') | 120 | LNFT | 865.00 | 103,800.00 | 650.00 | 78,000.00 | 800.00 | 96,000.00 | 714.90 | 85,788.00 |
| 0027 | 805-12-14000 | Reinforced Concrete Box Culverts (8' x 8') (Cast-In-Place) | 120 | LNFT | 650.00 | 78,000.00 | 1,150.00 | 138,000.00 | 975.00 | 117,000.00 | 650.00 | 78,000.00 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 10,527 | LB | 1.00 | 10,527.00 | 1.10 | 11,579.70 | 2.00 | 21,054.00 | 0.86 | 9,053.22 |
| CONTRACTOR TOTAL | 568,849.30 | 715,161.11 | 725,825.80 | 745,000.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - C W & W Contractors, Inc. |
- 6 - Shiloh Contractors, Inc. |
- 7 - Jeff Mercer LLC |
|||
| 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 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 511.3 | SQYD | 2.00 | 1,022.60 | 8.00 | 4,090.40 | 5.00 | 2,556.50 |
| 0003 | 202-02-04000 | Removal of Bridge STA.105+15.11; 25'X33' TIMBER BRIDGE | 1 | EACH | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 | 5,500.00 | 5,500.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) STA.205+00.0; 3-72" CMP X 55' LONG | 165 | LNFT | 25.00 | 4,125.00 | 13.00 | 2,145.00 | 20.00 | 3,300.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) STA.305+00.36; 3-72" CMP X 60' LONG | 160 | LNFT | 25.00 | 4,000.00 | 13.00 | 2,080.00 | 20.00 | 3,200.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 47,000.00 | 47,000.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 36 | EACH | 15.00 | 540.00 | 10.00 | 360.00 | 5.00 | 180.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 40.00 | 480.00 | 100.00 | 1,200.00 | 150.00 | 1,800.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 821.7 | LNFT | 3.00 | 2,465.10 | 3.00 | 2,465.10 | 1.00 | 821.70 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 130.3 | CUYD | 105.00 | 13,681.50 | 110.00 | 14,333.00 | 45.00 | 5,863.50 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 106.3 | TON | 375.00 | 39,862.50 | 275.00 | 29,232.50 | 215.00 | 22,854.50 |
| 0012 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 10.00 | 1,000.00 | 14.00 | 1,400.00 | 5.00 | 500.00 |
| 0013 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 400.00 | 400.00 | 700.00 | 700.00 | 250.00 | 250.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 540 | SQYD | 55.00 | 29,700.00 | 65.00 | 35,100.00 | 70.00 | 37,800.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 540 | SQYD | 1.00 | 540.00 | 3.00 | 1,620.00 | 2.00 | 1,080.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.3 | TON | 3,000.00 | 900.00 | 1,500.00 | 450.00 | 1,050.00 | 315.00 |
| 0018 | 717-01-00100 | Seeding | 4 | LB | 50.00 | 200.00 | 10.00 | 40.00 | 5.00 | 20.00 |
| 0019 | 718-01-00100 | Fertilizer | 86 | LB | 8.00 | 688.00 | 2.00 | 172.00 | 5.00 | 430.00 |
| 0020 | 726-01-00100 | Bedding Material | 325.3 | CUYD | 55.00 | 17,891.50 | 130.00 | 42,289.00 | 125.00 | 40,662.50 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 58,000.00 | 58,000.00 | 78,000.00 | 78,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 85.00 | 1,020.00 | 85.00 | 1,020.00 | 180.00 | 2,160.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 8,000.00 | 8,000.00 |
| 0024 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 142.68 | CUYD | 1,300.00 | 185,484.00 | 1,000.00 | 142,680.00 | 1,050.00 | 149,814.00 |
| 0025 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 120 | LNFT | 775.00 | 93,000.00 | 640.00 | 76,800.00 | 800.00 | 96,000.00 |
| 0026 | 805-12-06000 | Reinforced Concrete Box Culverts (9' x 9') | 120 | LNFT | 875.00 | 105,000.00 | 725.00 | 87,000.00 | 1,000.00 | 120,000.00 |
| 0027 | 805-12-14000 | Reinforced Concrete Box Culverts (8' x 8') (Cast-In-Place) | 120 | LNFT | 775.00 | 93,000.00 | 1,400.00 | 168,000.00 | 1,600.00 | 192,000.00 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 10,527 | LB | 2.00 | 21,054.00 | 2.50 | 26,317.50 | 2.00 | 21,054.00 |
| CONTRACTOR TOTAL | 746,554.20 | 791,494.50 | 860,661.70 | |||||||