Bid Tabulations
Letting of
07/11/2012
LA DOTD Headquarters
| Lead Project: H.001726.6 | |
| Parish: Caddo | |
| Routes: LA 173 | |
| Description: Creek Bridge on La 173 | |
| Type Const: Bridge Replacement | |
| Estimated Construction Cost: $810,265.36 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 28218 | F. J. Burnell, Inc. | $838,482.76 |
| 2 | 40615 | Specialty Trackhoe & Dozer Serv.Inc | $844,460.51 |
| 3 | 12135 | Blount Bros. Construction, Inc. | $905,197.32 |
| 4 | 56288 | Guinn Services, LLC | $1,035,555.74 |
| 5 | 18546 | C W & W Contractors, Inc. | $1,132,782.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - F. J. Burnell, Inc. |
- 2 - Specialty Trackhoe & Dozer Serv.Inc |
- 3 - Blount Bros. Construction, Inc. |
- 4 - Guinn Services, 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 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 110+16.00 - 110+36.00 | 1 | EACH | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 308 | LNFT | 2.50 | 770.00 | 5.50 | 1,694.00 | 10.00 | 3,080.00 | 3.00 | 924.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 451.22 | SQYD | 6.00 | 2,707.32 | 9.00 | 4,060.98 | 6.00 | 2,707.32 | 5.00 | 2,256.10 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 19,000.00 | 19,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 75.00 | 900.00 | 250.00 | 3,000.00 | 150.00 | 1,800.00 | 100.00 | 1,200.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,000 | LNFT | 2.00 | 2,000.00 | 3.00 | 3,000.00 | 3.00 | 3,000.00 | 2.00 | 2,000.00 |
| 0009 | 302-02-06121 | Class II Base Course (12" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 533.33 | SQYD | 23.00 | 12,266.59 | 23.00 | 12,266.59 | 30.00 | 15,999.90 | 38.00 | 20,266.54 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 50.00 | 5,000.00 | 45.00 | 4,500.00 | 45.00 | 4,500.00 | 85.00 | 8,500.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 349.28 | TON | 150.00 | 52,392.00 | 143.00 | 49,947.04 | 120.00 | 41,913.60 | 185.00 | 64,616.80 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,001 | SQYD | 5.00 | 5,005.00 | 10.00 | 10,010.00 | 11.00 | 11,011.00 | 8.50 | 8,508.50 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -56 | CUYD | 1.00 | -56.00 | 1.00 | -56.00 | 1.00 | -56.00 | 1.00 | -56.00 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) Un-anchored guardrail | 50 | LNFT | 50.00 | 2,500.00 | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 60.00 | 3,000.00 |
| 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) Anchored guardrail | 43 | LNFT | 100.00 | 4,300.00 | 100.00 | 4,300.00 | 70.00 | 3,010.00 | 95.00 | 4,085.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 23.00 | 3,450.00 | 30.00 | 4,500.00 | 35.00 | 5,250.00 | 27.00 | 4,050.00 |
| 0017 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,700.00 | 5,400.00 | 2,500.00 | 5,000.00 | 3,200.00 | 6,400.00 | 2,800.00 | 5,600.00 |
| 0018 | 708-01-00100 | Right-of-Way Monument | 4 | EACH | 250.00 | 1,000.00 | 50.00 | 200.00 | 300.00 | 1,200.00 | 250.00 | 1,000.00 |
| 0019 | 708-02-00100 | Right-of-Way Monument Witness Post | 4 | EACH | 250.00 | 1,000.00 | 500.00 | 2,000.00 | 250.00 | 1,000.00 | 250.00 | 1,000.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,000.00 | 11,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,500.00 | 8,500.00 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.89 | MILE | 675.00 | 600.75 | 1,100.00 | 979.00 | 1,000.00 | 890.00 | 650.00 | 578.50 |
| 0022 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 132 | EACH | 5.60 | 739.20 | 6.00 | 792.00 | 10.00 | 1,320.00 | 6.50 | 858.00 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,000.00 | 1,500.00 | 1,500.00 | 2,250.00 | 2,000.00 | 3,000.00 | 1,800.00 | 2,700.00 |
| 0024 | 717-01-00100 | Seeding | 30 | LB | 10.00 | 300.00 | 20.00 | 600.00 | 20.00 | 600.00 | 22.00 | 660.00 |
| 0025 | 718-01-00100 | Fertilizer | 1,000 | LB | 1.00 | 1,000.00 | 1.00 | 1,000.00 | 1.00 | 1,000.00 | 1.50 | 1,500.00 |
| 0026 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 1,000.00 | 1,000.00 | 4,500.00 | 4,500.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0027 | 725-01-00100 | Temporary Detour Roads | 3,230.5 | SQYD | 100.00 | 323,050.00 | 94.00 | 303,667.00 | 100.00 | 323,050.00 | 132.00 | 426,426.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 55,000.00 | 55,000.00 | 42,000.00 | 42,000.00 | 50,000.00 | 50,000.00 | 85,000.00 | 85,000.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 90.00 | 360.00 | 100.00 | 400.00 | 200.00 | 800.00 | 100.00 | 400.00 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 49 | EACH | 22.00 | 1,078.00 | 10.00 | 490.00 | 10.00 | 490.00 | 22.00 | 1,078.00 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.445 | MILE | 4,000.00 | 1,780.00 | 4,000.00 | 1,780.00 | 4,000.00 | 1,780.00 | 3,800.00 | 1,691.00 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.222 | MILE | 1,700.00 | 377.40 | 2,200.00 | 488.40 | 2,000.00 | 444.00 | 1,650.00 | 366.30 |
| 0033 | 732-05-00100 | Removal of Existing Markings | 0.667 | MILE | 3,500.00 | 2,334.50 | 4,000.00 | 2,668.00 | 3,500.00 | 2,334.50 | 3,500.00 | 2,334.50 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 8,500.00 | 8,500.00 |
| 0035 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 58.3 | CUYD | 1,100.00 | 64,130.00 | 1,000.00 | 58,300.00 | 1,000.00 | 58,300.00 | 1,050.00 | 61,215.00 |
| 0036 | 805-12-06020 | Reinforced Concrete Box Culverts (10' x 9') | 240 | LNFT | 740.00 | 177,600.00 | 915.00 | 219,600.00 | 1,000.00 | 240,000.00 | 800.00 | 192,000.00 |
| 0037 | 806-01-00100 | Deformed Reinforcing Steel | 4,749 | LB | 2.00 | 9,498.00 | 1.50 | 7,123.50 | 2.00 | 9,498.00 | 2.50 | 11,872.50 |
| 0038 | 726-01-00100 | Bedding Material | 105 | CUYD | 100.00 | 10,500.00 | 80.00 | 8,400.00 | 75.00 | 7,875.00 | 85.00 | 8,925.00 |
| CONTRACTOR TOTAL | 838,482.76 | 844,460.51 | 905,197.32 | 1,035,555.74 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - C W & W Contractors, Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 110+16.00 - 110+36.00 | 1 | EACH | 5,000.00 | 5,000.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 308 | LNFT | 5.00 | 1,540.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 451.22 | SQYD | 5.00 | 2,256.10 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 100.00 | 1,200.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,000 | LNFT | 2.00 | 2,000.00 |
| 0009 | 302-02-06121 | Class II Base Course (12" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 533.33 | SQYD | 40.00 | 21,333.20 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 105.00 | 10,500.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 349.28 | TON | 165.00 | 57,631.20 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,001 | SQYD | 15.00 | 15,015.00 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -56 | CUYD | 1.00 | -56.00 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) Un-anchored guardrail | 50 | LNFT | 50.00 | 2,500.00 |
| 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) Anchored guardrail | 43 | LNFT | 90.00 | 3,870.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 20.00 | 3,000.00 |
| 0017 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,400.00 | 4,800.00 |
| 0018 | 708-01-00100 | Right-of-Way Monument | 4 | EACH | 200.00 | 800.00 |
| 0019 | 708-02-00100 | Right-of-Way Monument Witness Post | 4 | EACH | 100.00 | 400.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.89 | MILE | 800.00 | 712.00 |
| 0022 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 132 | EACH | 5.00 | 660.00 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,200.00 | 1,800.00 |
| 0024 | 717-01-00100 | Seeding | 30 | LB | 10.00 | 300.00 |
| 0025 | 718-01-00100 | Fertilizer | 1,000 | LB | 1.00 | 1,000.00 |
| 0026 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 15,000.00 | 15,000.00 |
| 0027 | 725-01-00100 | Temporary Detour Roads | 3,230.5 | SQYD | 150.00 | 484,575.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 49 | EACH | 12.00 | 588.00 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.445 | MILE | 6,000.00 | 2,670.00 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.222 | MILE | 2,500.00 | 555.00 |
| 0033 | 732-05-00100 | Removal of Existing Markings | 0.667 | MILE | 2,000.00 | 1,334.00 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0035 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 58.3 | CUYD | 1,200.00 | 69,960.00 |
| 0036 | 805-12-06020 | Reinforced Concrete Box Culverts (10' x 9') | 240 | LNFT | 900.00 | 216,000.00 |
| 0037 | 806-01-00100 | Deformed Reinforcing Steel | 4,749 | LB | 1.00 | 4,749.00 |
| 0038 | 726-01-00100 | Bedding Material | 105 | CUYD | 150.00 | 15,750.00 |
| CONTRACTOR TOTAL | 1,132,782.50 | |||||