Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: 713-09-0015 | |
| Parish: Caddo | |
| Routes: | |
| Description: BUNCOMB ROAD BRIDGE OVER AIRPORT DITCH | |
| Type Const: GRADING, CLASS II BASE COURSE, DRAINAGE STRUCTURES, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $741,865.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 28218 | F. J. Burnell, Inc. | $499,702.00 |
| 2 | 18546 | C W & W Contractors, Inc. | $514,940.50 |
| 3 | 12135 | Blount Bros. Construction, Inc. | $557,096.00 |
| 4 | 39462 | Jb James Construction Llc | $632,159.00 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $714,502.46 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - F. J. Burnell, Inc. |
- 2 - C W & W Contractors, Inc. |
- 3 - Blount Bros. Construction, Inc. |
- 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 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 107+00; 24'W X 26' L STEEL AND CON) | 1 | EACH | 7,000.00 | 7,000.00 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 207+30; 22' X 55' STEEL & CONC BR) | 1 | EACH | 7,500.00 | 7,500.00 | 14,000.00 | 14,000.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 | 10,350.00 | 10,350.00 | 90,000.00 | 90,000.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 1.00 | 100.00 | 10.00 | 1,000.00 | 10.00 | 1,000.00 | 12.00 | 1,200.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 16 | EACH | 75.00 | 1,200.00 | 150.00 | 2,400.00 | 150.00 | 2,400.00 | 30.00 | 480.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 2,926 | LNFT | 2.00 | 5,852.00 | 2.00 | 5,852.00 | 3.00 | 8,778.00 | 2.00 | 5,852.00 |
| 0008 | 302-01-00700 | Class II Base Course (Stone) | 347 | CUYD | 65.00 | 22,555.00 | 100.00 | 34,700.00 | 90.00 | 31,230.00 | 96.00 | 33,312.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 30 | CUYD | 65.00 | 1,950.00 | 100.00 | 3,000.00 | 45.00 | 1,350.00 | 99.00 | 2,970.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 267.3 | TON | 250.00 | 66,825.00 | 145.00 | 38,758.50 | 140.00 | 37,422.00 | 200.00 | 53,460.00 |
| 0011 | 701-01-01160 | Cross Drain Pipe (84" RCP) | 243 | LNFT | 425.00 | 103,275.00 | 550.00 | 133,650.00 | 450.00 | 109,350.00 | 365.00 | 88,695.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 21.00 | 1,050.00 | 20.00 | 1,000.00 | 30.00 | 1,500.00 | 20.00 | 1,000.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 59.00 | 5,900.00 | 60.00 | 6,000.00 | 100.00 | 10,000.00 | 53.00 | 5,300.00 |
| 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,700.00 | 10,800.00 | 2,300.00 | 9,200.00 | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 |
| 0015 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 200 | LNFT | 18.00 | 3,600.00 | 15.00 | 3,000.00 | 17.00 | 3,400.00 | 38.00 | 7,600.00 |
| 0016 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 25.00 | 1,000.00 | 45.00 | 1,800.00 | 18.00 | 720.00 | 40.00 | 1,600.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 475 | SQYD | 40.00 | 19,000.00 | 50.00 | 23,750.00 | 60.00 | 28,500.00 | 46.00 | 21,850.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 475 | SQYD | 2.00 | 950.00 | 1.00 | 475.00 | 3.00 | 1,425.00 | 3.00 | 1,425.00 |
| 0019 | 712-02-00100 | Sacked Concrete Revetment | 44 | SQYD | 150.00 | 6,600.00 | 55.00 | 2,420.00 | 110.00 | 4,840.00 | 75.00 | 3,300.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | 10,500.00 | 10,500.00 | 15,000.00 | 15,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 1.8 | TON | 1,500.00 | 2,700.00 | 700.00 | 1,260.00 | 600.00 | 1,080.00 | 1,500.00 | 2,700.00 |
| 0022 | 717-01-00100 | Seeding | 41 | LB | 15.00 | 615.00 | 10.00 | 410.00 | 15.00 | 615.00 | 35.00 | 1,435.00 |
| 0023 | 718-01-00100 | Fertilizer | 920 | LB | 1.00 | 920.00 | 0.50 | 460.00 | 1.00 | 920.00 | 2.50 | 2,300.00 |
| 0024 | 726-01-00100 | Bedding Material | 211.6 | CUYD | 75.00 | 15,870.00 | 90.00 | 19,044.00 | 60.00 | 12,696.00 | 70.00 | 14,812.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 62,000.00 | 62,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | 75.00 | 300.00 | 65.00 | 260.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 85.00 | 340.00 | 150.00 | 600.00 | 75.00 | 300.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 16,000.00 | 16,000.00 | 17,500.00 | 17,500.00 | 17,000.00 | 17,000.00 |
| 0029 | 804-01-00300 | Precast Concrete Piles (16") | 432 | LNFT | 100.00 | 43,200.00 | 65.00 | 28,080.00 | 105.00 | 45,360.00 | 94.00 | 40,608.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 100.00 | 100.00 |
| 0031 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 33,000.00 | 99,000.00 | 21,000.00 | 63,000.00 | 36,920.00 | 110,760.00 | 33,000.00 | 99,000.00 |
| CONTRACTOR TOTAL | 499,702.00 | 514,940.50 | 557,096.00 | 632,159.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 107+00; 24'W X 26' L STEEL AND CON) | 1 | EACH | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 207+30; 22' X 55' STEEL & CONC BR) | 1 | EACH | 15,000.00 | 15,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 21,414.46 | 21,414.46 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 25.00 | 2,500.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 16 | EACH | 175.00 | 2,800.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 2,926 | LNFT | 2.50 | 7,315.00 |
| 0008 | 302-01-00700 | Class II Base Course (Stone) | 347 | CUYD | 100.00 | 34,700.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 30 | CUYD | 210.00 | 6,300.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 267.3 | TON | 250.00 | 66,825.00 |
| 0011 | 701-01-01160 | Cross Drain Pipe (84" RCP) | 243 | LNFT | 550.00 | 133,650.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 |
| 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 |
| 0015 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 200 | LNFT | 40.00 | 8,000.00 |
| 0016 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 20.00 | 800.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 475 | SQYD | 60.00 | 28,500.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 475 | SQYD | 4.00 | 1,900.00 |
| 0019 | 712-02-00100 | Sacked Concrete Revetment | 44 | SQYD | 150.00 | 6,600.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,500.00 | 12,500.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 1.8 | TON | 2,000.00 | 3,600.00 |
| 0022 | 717-01-00100 | Seeding | 41 | LB | 10.00 | 410.00 |
| 0023 | 718-01-00100 | Fertilizer | 920 | LB | 2.00 | 1,840.00 |
| 0024 | 726-01-00100 | Bedding Material | 211.6 | CUYD | 100.00 | 21,160.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 67.00 | 268.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 17,500.00 | 17,500.00 |
| 0029 | 804-01-00300 | Precast Concrete Piles (16") | 432 | LNFT | 175.00 | 75,600.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,000.00 | 2,000.00 |
| 0031 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 35,500.00 | 106,500.00 |
| CONTRACTOR TOTAL | 714,502.46 | |||||