Bid Tabulations
Letting of
04/14/2010
LA DOTD Headquarters
| Lead Project: 025-09-0005 | |
| Parish: Caddo | |
| Routes: LA 3094 | |
| Description: TWELVE MILE BAYOU BRIDGE REHABILITATION | |
| Type Const: GRADING, SUPERPAVE ASPHALTIC PAVEMENT, PATCHING OF JOINTED CONCRETE PAVEMENT, STRUCTURAL REPAIRS AND REDECKING OF BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,611,150.75 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01012 | Cecil D. Gassiott, LLC | $1,498,704.80 |
| 2 | 34567 | James Construction Group LLC | $1,526,985.38 |
| 3 | 44133 | Gibson & Associates Inc | $1,597,457.82 |
| 4 | 12135 | Blount Bros. Construction, Inc. | $1,675,905.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cecil D. Gassiott, LLC |
- 2 - James Construction Group LLC |
- 3 - Gibson & Associates Inc |
- 4 - Blount Bros. Construction, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 1 | LUMP | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 44,000.00 | 44,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 40,000.00 | 40,000.00 | 80,000.00 | 80,000.00 | 38,000.00 | 38,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-06000 | Removal of Concrete Approach Slabs | 590 | SQYD | 25.00 | 14,750.00 | 50.00 | 29,500.00 | 42.00 | 24,780.00 | 50.00 | 29,500.00 |
| 0004 | 202-02-06090 | Removal of Concrete Revetment | 1 | LUMP | 3,800.00 | 3,800.00 | 16,000.00 | 16,000.00 | 16,000.00 | 16,000.00 | 30,000.00 | 30,000.00 |
| 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 27 | SQYD | 15.00 | 405.00 | 17.00 | 459.00 | 10.00 | 270.00 | 20.00 | 540.00 |
| 0006 | 202-02-06140 | Removal of Curbs (Concrete) | 702.5 | LNFT | 8.00 | 5,620.00 | 7.00 | 4,917.50 | 17.00 | 11,942.50 | 20.00 | 14,050.00 |
| 0007 | 202-02-14500 | Removal of Guard Rail | 175 | LNFT | 15.00 | 2,625.00 | 9.00 | 1,575.00 | 10.00 | 1,750.00 | 40.00 | 7,000.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 37.7 | SQYD | 25.00 | 942.50 | 16.00 | 603.20 | 20.00 | 754.00 | 20.00 | 754.00 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 | 70,000.00 | 70,000.00 | 115,000.00 | 115,000.00 | 40,000.00 | 40,000.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 1,355 | LNFT | 2.50 | 3,387.50 | 2.70 | 3,658.50 | 5.00 | 6,775.00 | 5.00 | 6,775.00 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 129.1 | TON | 190.00 | 24,529.00 | 250.00 | 32,275.00 | 275.00 | 35,502.50 | 200.00 | 25,820.00 |
| 0012 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 177 | SQYD | 400.00 | 70,800.00 | 425.00 | 75,225.00 | 260.00 | 46,020.00 | 130.00 | 23,010.00 |
| 0013 | 702-04-00200 | Adjusting Catch Basins | 3 | EACH | 4,800.00 | 14,400.00 | 3,100.00 | 9,300.00 | 3,500.00 | 10,500.00 | 3,500.00 | 10,500.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 181.3 | LNFT | 20.00 | 3,626.00 | 17.00 | 3,082.10 | 19.00 | 3,444.70 | 35.00 | 6,345.50 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 41.7 | LNFT | 60.00 | 2,502.00 | 54.00 | 2,251.80 | 60.00 | 2,502.00 | 80.00 | 3,336.00 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,400.00 | 2,400.00 | 2,100.00 | 2,100.00 | 2,300.00 | 2,300.00 | 3,000.00 | 3,000.00 |
| 0017 | 706-01-00100 | Concrete Walk (4" Thick) | 19 | SQYD | 130.00 | 2,470.00 | 74.00 | 1,406.00 | 90.00 | 1,710.00 | 100.00 | 1,900.00 |
| 0018 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 192 | SQYD | 95.00 | 18,240.00 | 65.00 | 12,480.00 | 80.00 | 15,360.00 | 90.00 | 17,280.00 |
| 0019 | 707-01-00200 | Concrete Curb (Barrier) | 702.5 | LNFT | 12.50 | 8,781.25 | 55.00 | 38,637.50 | 50.00 | 35,125.00 | 20.00 | 14,050.00 |
| 0020 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 571 | SQYD | 70.00 | 39,970.00 | 45.00 | 25,695.00 | 88.00 | 50,248.00 | 60.00 | 34,260.00 |
| 0021 | 711-01-02060 | Riprap (10 lb, 18" Thick) | 890 | SQYD | 100.00 | 89,000.00 | 72.00 | 64,080.00 | 100.00 | 89,000.00 | 90.00 | 80,100.00 |
| 0022 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 605 | SQYD | 100.00 | 60,500.00 | 74.00 | 44,770.00 | 105.00 | 63,525.00 | 90.00 | 54,450.00 |
| 0023 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 986 | SQYD | 100.00 | 98,600.00 | 98.00 | 96,628.00 | 110.00 | 108,460.00 | 110.00 | 108,460.00 |
| 0024 | 711-04-00100 | Geotextile Fabric | 2,728 | SQYD | 3.00 | 8,184.00 | 4.35 | 11,866.80 | 2.50 | 6,820.00 | 5.00 | 13,640.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 22,000.00 | 22,000.00 | 43,500.00 | 43,500.00 | 50,000.00 | 50,000.00 |
| 0026 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 2.332 | MILE | 7,500.00 | 17,490.00 | 6,000.00 | 13,992.00 | 6,500.00 | 15,158.00 | 7,000.00 | 16,324.00 |
| 0027 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 54 | EACH | 950.00 | 51,300.00 | 1,200.00 | 64,800.00 | 1,350.00 | 72,900.00 | 1,200.00 | 64,800.00 |
| 0028 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 54 | EACH | 300.00 | 16,200.00 | 150.00 | 8,100.00 | 125.00 | 6,750.00 | 250.00 | 13,500.00 |
| 0029 | 717-01-00100 | Seeding | 65 | LB | 10.00 | 650.00 | 8.00 | 520.00 | 40.00 | 2,600.00 | 10.00 | 650.00 |
| 0030 | 718-01-00100 | Fertilizer | 1,431 | LB | 1.25 | 1,788.75 | 1.10 | 1,574.10 | 2.00 | 2,862.00 | 1.00 | 1,431.00 |
| 0031 | 725-01-00100 | Temporary Detour Roads | 304 | SQYD | 165.00 | 50,160.00 | 165.00 | 50,160.00 | 150.00 | 45,600.00 | 100.00 | 30,400.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 170,000.00 | 170,000.00 | 150,000.00 | 150,000.00 | 159,000.00 | 159,000.00 | 200,000.00 | 200,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 150.00 | 300.00 | 60.00 | 120.00 | 70.00 | 140.00 | 150.00 | 300.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 287 | EACH | 6.00 | 1,722.00 | 4.80 | 1,377.60 | 5.30 | 1,521.10 | 10.00 | 2,870.00 |
| 0035 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 112 | LNFT | 5.00 | 560.00 | 3.00 | 336.00 | 3.30 | 369.60 | 5.00 | 560.00 |
| 0036 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.539 | MILE | 2,600.00 | 4,001.40 | 2,450.00 | 3,770.55 | 2,700.00 | 4,155.30 | 3,000.00 | 4,617.00 |
| 0037 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.037 | MILE | 800.00 | 829.60 | 690.00 | 715.53 | 760.00 | 788.12 | 1,000.00 | 1,037.00 |
| 0038 | 732-05-00100 | Removal of Existing Markings | 1.619 | MILE | 5,000.00 | 8,095.00 | 4,500.00 | 7,285.50 | 5,000.00 | 8,095.00 | 6,000.00 | 9,714.00 |
| 0039 | 803-05-00100 | Temporary Sheeting | 1 | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 |
| 0040 | 805-01-00700 | Class A Concrete (Bents) | 30.03 | CUYD | 4,000.00 | 120,120.00 | 2,400.00 | 72,072.00 | 4,180.00 | 125,525.40 | 2,000.00 | 60,060.00 |
| 0041 | 805-03-00100 | Class AA Concrete | 6 | CUYD | 2,500.00 | 15,000.00 | 625.00 | 3,750.00 | 2,900.00 | 17,400.00 | 2,000.00 | 12,000.00 |
| 0042 | 806-01-00100 | Deformed Reinforcing Steel | 5,912 | LB | 2.00 | 11,824.00 | 1.24 | 7,309.60 | 1.00 | 5,912.00 | 3.00 | 17,736.00 |
| 0043 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 25,000.00 | 25,000.00 | 53,000.00 | 53,000.00 | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 |
| 0044 | 810-01-00300 | Concrete Railing (Double Face Barrier) | 92.12 | LNFT | 185.00 | 17,042.20 | 100.00 | 9,212.00 | 335.00 | 30,860.20 | 150.00 | 13,818.00 |
| 0045 | 813-01-00100 | Concrete Approach Slabs | 601.08 | SQYD | 220.00 | 132,237.60 | 220.00 | 132,237.60 | 230.00 | 138,248.40 | 300.00 | 180,324.00 |
| 0046 | NS-202-00004 | Removal of Debris (Bridge Drainage System) | 1 | LUMP | 27,500.00 | 27,500.00 | 6,000.00 | 6,000.00 | 5,800.00 | 5,800.00 | 30,000.00 | 30,000.00 |
| 0047 | NS-202-00006 | Removal of Debris (Bridge Substructure) | 1 | LUMP | 52,500.00 | 52,500.00 | 28,000.00 | 28,000.00 | 27,500.00 | 27,500.00 | 10,000.00 | 10,000.00 |
| 0048 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 8,298 | INLF | 1.50 | 12,447.00 | 1.25 | 10,372.50 | 0.50 | 4,149.00 | 3.00 | 24,894.00 |
| 0049 | NS-602-00006 | Epoxy Injection | 85 | LNFT | 150.00 | 12,750.00 | 100.00 | 8,500.00 | 105.00 | 8,925.00 | 100.00 | 8,500.00 |
| 0050 | NS-700-00140 | Flexible Post Traffic Delineators | 125 | EACH | 75.00 | 9,375.00 | 60.00 | 7,500.00 | 66.00 | 8,250.00 | 100.00 | 12,500.00 |
| 0051 | NS-700-00160 | Replacement of Flexible Post Traffic Delineators | 25 | EACH | 75.00 | 1,875.00 | 90.00 | 2,250.00 | 100.00 | 2,500.00 | 100.00 | 2,500.00 |
| 0052 | NS-700-00180 | Impact Attenuator (Construction Zone) | 2 | EACH | 12,500.00 | 25,000.00 | 9,500.00 | 19,000.00 | 10,500.00 | 21,000.00 | 12,000.00 | 24,000.00 |
| 0053 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 2 | EACH | 2,000.00 | 4,000.00 | 3,500.00 | 7,000.00 | 3,900.00 | 7,800.00 | 5,000.00 | 10,000.00 |
| 0054 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,400.00 | 1,400.00 | 1,200.00 | 1,200.00 | 1,300.00 | 1,300.00 | 2,000.00 | 2,000.00 |
| 0055 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 7,500.00 | 30,000.00 | 20,000.00 | 80,000.00 | 8,200.00 | 32,800.00 | 20,000.00 | 80,000.00 |
| 0056 | NS-805-00005 | Joint Sealing System (Preformed Silicone) | 268 | LNFT | 60.00 | 16,080.00 | 115.00 | 30,820.00 | 80.00 | 21,440.00 | 200.00 | 53,600.00 |
| 0057 | NS-805-00017 | Structural Polymer Concrete | 70 | CUFT | 400.00 | 28,000.00 | 480.00 | 33,600.00 | 310.00 | 21,700.00 | 1,000.00 | 70,000.00 |
| 0058 | NS-805-00019 | Structural Polymer Concrete (Patching) | 13 | SQFT | 225.00 | 2,925.00 | 300.00 | 3,900.00 | 240.00 | 3,120.00 | 1,000.00 | 13,000.00 |
| CONTRACTOR TOTAL | 1,498,704.80 | 1,526,985.38 | 1,597,457.82 | 1,675,905.50 | ||||||||