Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 065-06-0040 | |
| Parish: Lafourche | |
| Routes: LA 20 | |
| Description: GRAND BAYOU BRIDGE AND APPROACHES | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $2,751,395.35 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $2,881,887.10 |
| 2 | 09090 | Guinn Brothers, LLC. | $2,882,146.30 |
| 3 | 14422 | T. L. Wallace Construction, Inc. | $3,082,068.60 |
| 4 | 34567 | James Construction Group Llc | $3,217,654.64 |
| 5 | 39462 | Jb James Construction Llc | $3,350,339.90 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - Guinn Brothers, LLC. |
- 3 - T. L. Wallace Construction, Inc. |
- 4 - James Construction Group 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 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 38,000.00 | 38,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 52,000.00 | 52,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (Sta. 115+78; 24' x 171' precast concrete slab Bridge) | 1 | EACH | 80,000.00 | 80,000.00 | 30,000.00 | 30,000.00 | 125,295.00 | 125,295.00 | 180,000.00 | 180,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 950.7 | SQYD | 15.00 | 14,260.50 | 5.00 | 4,753.50 | 14.00 | 13,309.80 | 25.00 | 23,767.50 |
| 0006 | 203-01-00100 | General Excavation | 7,161 | CUYD | 6.00 | 42,966.00 | 10.00 | 71,610.00 | 5.50 | 39,385.50 | 11.00 | 78,771.00 |
| 0007 | 203-02-00100 | Drainage Excavation | 134 | CUYD | 14.00 | 1,876.00 | 10.00 | 1,340.00 | 13.00 | 1,742.00 | 250.00 | 33,500.00 |
| 0008 | 203-03-00100 | Embankment | 9,525 | CUYD | 20.00 | 190,500.00 | 18.00 | 171,450.00 | 17.00 | 161,925.00 | 17.00 | 161,925.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 15.00 | 360.00 | 10.00 | 240.00 | 18.00 | 432.00 | 21.00 | 504.00 |
| 0010 | 204-03-00100 | Temporary Slope Drains | 30 | LNFT | 30.00 | 900.00 | 10.00 | 300.00 | 9.00 | 270.00 | 12.00 | 360.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 2,640 | LNFT | 3.50 | 9,240.00 | 3.00 | 7,920.00 | 2.00 | 5,280.00 | 3.00 | 7,920.00 |
| 0012 | 302-02-03120 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete) | 4,400 | SQYD | 25.00 | 110,000.00 | 22.00 | 96,800.00 | 22.00 | 96,800.00 | 25.00 | 110,000.00 |
| 0013 | 305-01-01080 | Subgrade Layer (6" Thick) (Recycled Portland Cement Concrete) | 4,400 | SQYD | 18.00 | 79,200.00 | 17.00 | 74,800.00 | 20.00 | 88,000.00 | 20.00 | 88,000.00 |
| 0014 | 401-01-00100 | Aggregate Surface Course (Net Section) 207.8 CU YDS. SHOULDERS, 112.6 CU YDS. DRIVES | 320.4 | CUYD | 100.00 | 32,040.00 | 95.00 | 30,438.00 | 100.00 | 32,040.00 | 95.00 | 30,438.00 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 40.00 | 40,000.00 | 60.00 | 60,000.00 | 46.00 | 46,000.00 | 80.00 | 80,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 1,315 | TON | 125.00 | 164,375.00 | 145.00 | 190,675.00 | 130.00 | 170,950.00 | 110.00 | 144,650.00 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 54.3 | TON | 200.00 | 10,860.00 | 300.00 | 16,290.00 | 290.00 | 15,747.00 | 250.00 | 13,575.00 |
| 0018 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 300 | LNFT | 45.00 | 13,500.00 | 42.00 | 12,600.00 | 49.00 | 14,700.00 | 80.00 | 24,000.00 |
| 0019 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 128 | LNFT | 50.00 | 6,400.00 | 65.00 | 8,320.00 | 58.00 | 7,424.00 | 100.00 | 12,800.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 170 | LNFT | 25.00 | 4,250.00 | 25.00 | 4,250.00 | 24.00 | 4,080.00 | 20.00 | 3,400.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 70.00 | 7,000.00 | 71.00 | 7,100.00 | 60.00 | 6,000.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,200.00 | 6,600.00 | 2,500.00 | 7,500.00 | 2,400.00 | 7,200.00 | 2,000.00 | 6,000.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 193 | LNFT | 35.00 | 6,755.00 | 15.00 | 2,895.00 | 11.00 | 2,123.00 | 10.00 | 1,930.00 |
| 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 250.5 | SQYD | 70.00 | 17,535.00 | 70.00 | 17,535.00 | 69.00 | 17,284.50 | 56.00 | 14,028.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 25 | EACH | 225.00 | 5,625.00 | 125.00 | 3,125.00 | 170.00 | 4,250.00 | 180.00 | 4,500.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 25 | EACH | 225.00 | 5,625.00 | 125.00 | 3,125.00 | 59.00 | 1,475.00 | 140.00 | 3,500.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 231 | SQYD | 75.00 | 17,325.00 | 85.00 | 19,635.00 | 65.00 | 15,015.00 | 78.00 | 18,018.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 75,000.00 | 75,000.00 | 30,000.00 | 30,000.00 | 24,000.00 | 24,000.00 | 25,000.00 | 25,000.00 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.25 | MILE | 1,000.00 | 1,250.00 | 1,200.00 | 1,500.00 | 1,800.00 | 2,250.00 | 1,000.00 | 1,250.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 |
| 0031 | 725-01-00100 | Temporary Detour Roads | 3,766.1 | SQYD | 95.00 | 357,779.50 | 88.00 | 331,416.80 | 94.00 | 354,013.40 | 114.00 | 429,335.40 |
| 0032 | 725-02-00100 | Temporary Detour Bridging | 140 | LNFT | 2,000.00 | 280,000.00 | 2,200.00 | 308,000.00 | 2,200.00 | 308,000.00 | 3,400.00 | 476,000.00 |
| 0033 | 726-01-00100 | Bedding Material | 39.7 | CUYD | 75.00 | 2,977.50 | 100.00 | 3,970.00 | 42.00 | 1,667.40 | 70.00 | 2,779.00 |
| 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 280,000.00 | 280,000.00 | 325,000.00 | 325,000.00 | 430,000.00 | 430,000.00 | 320,000.00 | 320,000.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 94.00 | 376.00 | 80.00 | 320.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 38 | EACH | 20.00 | 760.00 | 25.00 | 950.00 | 7.00 | 266.00 | 20.00 | 760.00 |
| 0037 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 1.136 | MILE | 2,600.00 | 2,953.60 | 3,000.00 | 3,408.00 | 8,200.00 | 9,315.20 | 2,590.00 | 2,942.24 |
| 0038 | 735-01-00100 | Mailboxes | 10 | EACH | 15.00 | 150.00 | 100.00 | 1,000.00 | 7.00 | 70.00 | 6.00 | 60.00 |
| 0039 | 735-02-00100 | Mailbox Supports (Single) | 10 | EACH | 225.00 | 2,250.00 | 100.00 | 1,000.00 | 230.00 | 2,300.00 | 200.00 | 2,000.00 |
| 0040 | 739-01-00100 | Hydro-Seeding | 5 | ACRE | 2,000.00 | 10,000.00 | 2,000.00 | 10,000.00 | 1,200.00 | 6,000.00 | 1,050.00 | 5,250.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 42,500.00 | 42,500.00 | 58,000.00 | 58,000.00 | 50,000.00 | 50,000.00 |
| 0042 | 804-01-00400 | Precast Concrete Piles (18") | 3,720 | LNFT | 65.00 | 241,800.00 | 75.00 | 279,000.00 | 64.00 | 238,080.00 | 56.00 | 208,320.00 |
| 0043 | 804-05-00400 | Precast Concrete Test Piles (18") | 1 | EACH | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 75,000.00 | 75,000.00 |
| 0044 | 804-09-00100 | Loading Test Piles | 1 | EACH | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 31,000.00 | 31,000.00 | 10,000.00 | 10,000.00 |
| 0045 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 2,300.00 | 2,300.00 | 5,000.00 | 5,000.00 |
| 0046 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 2,400.00 | 2,400.00 | 2,000.00 | 2,000.00 |
| 0047 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 26,000.00 | 26,000.00 | 10,000.00 | 10,000.00 |
| 0048 | 804-17-00100 | Dynamic Monitoring | 11 | EACH | 1,500.00 | 16,500.00 | 1,200.00 | 13,200.00 | 2,700.00 | 29,700.00 | 1,250.00 | 13,750.00 |
| 0049 | 805-01-00700 | Class A Concrete (Bents) | 78.54 | CUYD | 1,200.00 | 94,248.00 | 1,100.00 | 86,394.00 | 890.00 | 69,900.60 | 1,000.00 | 78,540.00 |
| 0050 | 805-03-00100 | Class AA Concrete | 317.58 | CUYD | 800.00 | 254,064.00 | 950.00 | 301,701.00 | 870.00 | 276,294.60 | 600.00 | 190,548.00 |
| 0051 | 806-01-00100 | Deformed Reinforcing Steel | 72,102 | LB | 1.00 | 72,102.00 | 1.00 | 72,102.00 | 1.00 | 72,102.00 | 0.85 | 61,286.70 |
| 0052 | 810-01-00100 | Concrete Railing (Standard Barrier) | 360 | LNFT | 75.00 | 27,000.00 | 75.00 | 27,000.00 | 74.00 | 26,640.00 | 80.00 | 28,800.00 |
| 0053 | 813-01-00100 | Concrete Approach Slabs | 364.44 | SQYD | 250.00 | 91,110.00 | 225.00 | 81,999.00 | 240.00 | 87,465.60 | 220.00 | 80,176.80 |
| 0054 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,350.00 | 1,350.00 | 1,500.00 | 1,500.00 | 1,100.00 | 1,100.00 | 950.00 | 950.00 |
| CONTRACTOR TOTAL | 2,881,887.10 | 2,882,146.30 | 3,082,068.60 | 3,217,654.64 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 335,000.00 | 335,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (Sta. 115+78; 24' x 171' precast concrete slab Bridge) | 1 | EACH | 130,000.00 | 130,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 950.7 | SQYD | 5.00 | 4,753.50 |
| 0006 | 203-01-00100 | General Excavation | 7,161 | CUYD | 11.00 | 78,771.00 |
| 0007 | 203-02-00100 | Drainage Excavation | 134 | CUYD | 15.00 | 2,010.00 |
| 0008 | 203-03-00100 | Embankment | 9,525 | CUYD | 21.00 | 200,025.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 15.00 | 360.00 |
| 0010 | 204-03-00100 | Temporary Slope Drains | 30 | LNFT | 40.00 | 1,200.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 2,640 | LNFT | 2.00 | 5,280.00 |
| 0012 | 302-02-03120 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete) | 4,400 | SQYD | 18.00 | 79,200.00 |
| 0013 | 305-01-01080 | Subgrade Layer (6" Thick) (Recycled Portland Cement Concrete) | 4,400 | SQYD | 13.00 | 57,200.00 |
| 0014 | 401-01-00100 | Aggregate Surface Course (Net Section) 207.8 CU YDS. SHOULDERS, 112.6 CU YDS. DRIVES | 320.4 | CUYD | 100.00 | 32,040.00 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 75.00 | 75,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 1,315 | TON | 180.00 | 236,700.00 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 54.3 | TON | 225.00 | 12,217.50 |
| 0018 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 300 | LNFT | 32.00 | 9,600.00 |
| 0019 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 128 | LNFT | 40.00 | 5,120.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 170 | LNFT | 20.00 | 3,400.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 47.00 | 4,700.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 1,700.00 | 5,100.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 193 | LNFT | 6.00 | 1,158.00 |
| 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 250.5 | SQYD | 58.00 | 14,529.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 25 | EACH | 150.00 | 3,750.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 25 | EACH | 150.00 | 3,750.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 231 | SQYD | 67.00 | 15,477.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 40,000.00 | 40,000.00 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.25 | MILE | 990.00 | 1,237.50 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 15,000.00 | 15,000.00 |
| 0031 | 725-01-00100 | Temporary Detour Roads | 3,766.1 | SQYD | 110.00 | 414,271.00 |
| 0032 | 725-02-00100 | Temporary Detour Bridging | 140 | LNFT | 2,750.00 | 385,000.00 |
| 0033 | 726-01-00100 | Bedding Material | 39.7 | CUYD | 104.00 | 4,128.80 |
| 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 320,000.00 | 320,000.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 65.00 | 260.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 38 | EACH | 20.00 | 760.00 |
| 0037 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 1.136 | MILE | 2,600.00 | 2,953.60 |
| 0038 | 735-01-00100 | Mailboxes | 10 | EACH | 6.00 | 60.00 |
| 0039 | 735-02-00100 | Mailbox Supports (Single) | 10 | EACH | 200.00 | 2,000.00 |
| 0040 | 739-01-00100 | Hydro-Seeding | 5 | ACRE | 1,100.00 | 5,500.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0042 | 804-01-00400 | Precast Concrete Piles (18") | 3,720 | LNFT | 63.00 | 234,360.00 |
| 0043 | 804-05-00400 | Precast Concrete Test Piles (18") | 1 | EACH | 25,000.00 | 25,000.00 |
| 0044 | 804-09-00100 | Loading Test Piles | 1 | EACH | 1,500.00 | 1,500.00 |
| 0045 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 1,000.00 | 1,000.00 |
| 0046 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 1,000.00 | 1,000.00 |
| 0047 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,000.00 | 2,000.00 |
| 0048 | 804-17-00100 | Dynamic Monitoring | 11 | EACH | 1,800.00 | 19,800.00 |
| 0049 | 805-01-00700 | Class A Concrete (Bents) | 78.54 | CUYD | 1,300.00 | 102,102.00 |
| 0050 | 805-03-00100 | Class AA Concrete | 317.58 | CUYD | 650.00 | 206,427.00 |
| 0051 | 806-01-00100 | Deformed Reinforcing Steel | 72,102 | LB | 1.10 | 79,312.20 |
| 0052 | 810-01-00100 | Concrete Railing (Standard Barrier) | 360 | LNFT | 65.00 | 23,400.00 |
| 0053 | 813-01-00100 | Concrete Approach Slabs | 364.44 | SQYD | 220.00 | 80,176.80 |
| 0054 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,750.00 | 1,750.00 |
| CONTRACTOR TOTAL | 3,350,339.90 | |||||