Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.006141.6 | |
| Parish: Jefferson Davis | |
| Routes: | |
| Description: TV TOWER ROAD OVER BAYOU SERPENT | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PRECAST-PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,114,620.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,002,072.50 |
| 2 | 39462 | Jb James Construction Llc | $1,109,392.90 |
| 3 | 09090 | Guinn Brothers, LLC. | $1,127,422.40 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $1,145,292.95 |
| 5 | 00481 | Coastal Bridge Co., L.L.C. | $1,167,899.40 |
| 6 | 36827 | Shavers-Whittle Construction LLC | $1,266,300.46 |
| 7 | 07740 | Cajun Constructors, Inc. | $1,377,833.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Jb James Construction Llc |
- 3 - Guinn Brothers, LLC. |
- 4 - Cecil D. Gassiott, 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 | 15,000.00 | 15,000.00 | 60,000.00 | 60,000.00 | 15,000.00 | 15,000.00 | 9,500.00 | 9,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA. 100+0; 20.4' X 146.8.' TIMBER BRIDG | 1 | EACH | 30,000.00 | 30,000.00 | 29,000.00 | 29,000.00 | 26,000.00 | 26,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,198.6 | SQYD | 6.00 | 7,191.60 | 4.00 | 4,794.40 | 4.00 | 4,794.40 | 2.00 | 2,397.20 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 80,000.00 | 80,000.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 35 | EACH | 20.00 | 700.00 | 13.00 | 455.00 | 10.00 | 350.00 | 13.00 | 455.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 140 | LNFT | 10.00 | 1,400.00 | 15.00 | 2,100.00 | 0.00 | 0.00 | 32.00 | 4,480.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 5 | EACH | 200.00 | 1,000.00 | 130.00 | 650.00 | 100.00 | 500.00 | 135.00 | 675.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,450 | LNFT | 1.80 | 2,610.00 | 2.00 | 2,900.00 | 2.00 | 2,900.00 | 2.00 | 2,900.00 |
| 0009 | 302-01-00100 | Class II Base Course | 343.1 | CUYD | 120.00 | 41,172.00 | 75.00 | 25,732.50 | 85.00 | 29,163.50 | 80.00 | 27,448.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 46 | CUYD | 100.00 | 4,600.00 | 100.00 | 4,600.00 | 100.00 | 4,600.00 | 55.00 | 2,530.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 274.4 | TON | 140.00 | 38,416.00 | 160.00 | 43,904.00 | 200.00 | 54,880.00 | 175.00 | 48,020.00 |
| 0012 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 85 | LNFT | 65.00 | 5,525.00 | 70.00 | 5,950.00 | 65.00 | 5,525.00 | 95.00 | 8,075.00 |
| 0013 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 25 | LNFT | 120.00 | 3,000.00 | 120.00 | 3,000.00 | 200.00 | 5,000.00 | 150.00 | 3,750.00 |
| 0014 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 285 | LNFT | 80.00 | 22,800.00 | 90.00 | 25,650.00 | 95.00 | 27,075.00 | 100.00 | 28,500.00 |
| 0015 | 701-05-02180 | Side Drain Pipe (Erosion) (60" CMP) | 94 | LNFT | 160.00 | 15,040.00 | 200.00 | 18,800.00 | 230.00 | 21,620.00 | 210.00 | 19,740.00 |
| 0016 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 5,000.00 | 5,000.00 | 3,200.00 | 3,200.00 | 6,000.00 | 6,000.00 | 4,400.00 | 4,400.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 24.00 | 1,200.00 | 24.00 | 1,200.00 | 26.00 | 1,300.00 | 24.00 | 1,200.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 62.00 | 6,200.00 | 60.00 | 6,000.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 |
| 0020 | 705-01-00100 | Barbed Wire Fence | 220 | LNFT | 8.50 | 1,870.00 | 8.00 | 1,760.00 | 10.00 | 2,200.00 | 8.00 | 1,760.00 |
| 0021 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,943 | SQYD | 56.00 | 108,808.00 | 60.00 | 116,580.00 | 70.00 | 136,010.00 | 60.00 | 116,580.00 |
| 0022 | 711-04-00100 | Geotextile Fabric | 1,943 | SQYD | 1.80 | 3,497.40 | 3.00 | 5,829.00 | 5.00 | 9,715.00 | 4.00 | 7,772.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 14,500.00 | 14,500.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 1.1 | TON | 1,400.00 | 1,540.00 | 1,200.00 | 1,320.00 | 2,000.00 | 2,200.00 | 1,250.00 | 1,375.00 |
| 0025 | 717-01-00100 | Seeding | 25 | LB | 15.00 | 375.00 | 13.00 | 325.00 | 15.00 | 375.00 | 13.50 | 337.50 |
| 0026 | 718-01-00100 | Fertilizer | 565 | LB | 2.00 | 1,130.00 | 1.30 | 734.50 | 1.00 | 565.00 | 1.35 | 762.75 |
| 0027 | 726-01-00100 | Bedding Material | 7 | CUYD | 200.00 | 1,400.00 | 120.00 | 840.00 | 100.00 | 700.00 | 150.00 | 1,050.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 | 105,000.00 | 105,000.00 | 90,000.00 | 90,000.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 95.00 | 380.00 | 80.00 | 320.00 | 100.00 | 400.00 | 85.00 | 340.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 |
| 0031 | 804-01-00600 | Precast Concrete Piles (24") | 1,176 | LNFT | 97.00 | 114,072.00 | 130.00 | 152,880.00 | 130.00 | 152,880.00 | 140.00 | 164,640.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,500.00 | 1,500.00 | 100.00 | 100.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 0033 | 805-01-00700 | Class A Concrete (Bents) | 61.48 | CUYD | 900.00 | 55,332.00 | 1,200.00 | 73,776.00 | 950.00 | 58,406.00 | 1,100.00 | 67,628.00 |
| 0034 | 805-03-00100 | Class AA Concrete | 130.15 | CUYD | 900.00 | 117,135.00 | 950.00 | 123,642.50 | 850.00 | 110,627.50 | 1,450.00 | 188,717.50 |
| 0035 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 55.00 | 65,175.00 | 64.00 | 75,840.00 | 85.00 | 100,725.00 | 70.00 | 82,950.00 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 54,710 | LB | 0.85 | 46,503.50 | 1.00 | 54,710.00 | 1.00 | 54,710.00 | 1.00 | 54,710.00 |
| 0037 | 807-08-00100 | Structural Metalwork (1,068 lbs.) | 1 | LUMP | 23,000.00 | 23,000.00 | 24,000.00 | 24,000.00 | 30,000.00 | 30,000.00 | 22,000.00 | 22,000.00 |
| 0038 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 63.00 | 25,200.00 | 70.00 | 28,000.00 | 85.00 | 34,000.00 | 70.00 | 28,000.00 |
| 0039 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 90 DEG CROSSING | 2 | EACH | 9,500.00 | 19,000.00 | 7,500.00 | 15,000.00 | 12,500.00 | 25,000.00 | 8,000.00 | 16,000.00 |
| CONTRACTOR TOTAL | 1,002,072.50 | 1,109,392.90 | 1,127,422.40 | 1,145,292.95 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Coastal Bridge Co., L.L.C. |
- 6 - Shavers-Whittle Construction LLC |
- 7 - Cajun Constructors, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 26,000.00 | 26,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA. 100+0; 20.4' X 146.8.' TIMBER BRIDG | 1 | EACH | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 23,000.00 | 23,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,198.6 | SQYD | 4.00 | 4,794.40 | 3.60 | 4,314.96 | 5.00 | 5,993.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 35 | EACH | 10.00 | 350.00 | 15.00 | 525.00 | 15.00 | 525.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 140 | LNFT | 10.00 | 1,400.00 | 7.00 | 980.00 | 150.00 | 21,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 5 | EACH | 125.00 | 625.00 | 155.00 | 775.00 | 150.00 | 750.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,450 | LNFT | 2.00 | 2,900.00 | 2.50 | 3,625.00 | 2.00 | 2,900.00 |
| 0009 | 302-01-00100 | Class II Base Course | 343.1 | CUYD | 85.00 | 29,163.50 | 85.00 | 29,163.50 | 100.00 | 34,310.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 46 | CUYD | 85.00 | 3,910.00 | 80.00 | 3,680.00 | 100.00 | 4,600.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 274.4 | TON | 185.00 | 50,764.00 | 200.00 | 54,880.00 | 200.00 | 54,880.00 |
| 0012 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 85 | LNFT | 80.00 | 6,800.00 | 55.00 | 4,675.00 | 65.00 | 5,525.00 |
| 0013 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 25 | LNFT | 180.00 | 4,500.00 | 140.00 | 3,500.00 | 130.00 | 3,250.00 |
| 0014 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 285 | LNFT | 95.00 | 27,075.00 | 120.00 | 34,200.00 | 85.00 | 24,225.00 |
| 0015 | 701-05-02180 | Side Drain Pipe (Erosion) (60" CMP) | 94 | LNFT | 350.00 | 32,900.00 | 130.00 | 12,220.00 | 170.00 | 15,980.00 |
| 0016 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 5,250.00 | 5,250.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 25.00 | 1,250.00 | 20.00 | 1,000.00 | 35.00 | 1,750.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 75.00 | 7,500.00 | 65.00 | 6,500.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,250.00 | 9,000.00 | 3,000.00 | 12,000.00 | 2,500.00 | 10,000.00 |
| 0020 | 705-01-00100 | Barbed Wire Fence | 220 | LNFT | 10.00 | 2,200.00 | 9.00 | 1,980.00 | 8.00 | 1,760.00 |
| 0021 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,943 | SQYD | 62.00 | 120,466.00 | 75.00 | 145,725.00 | 75.00 | 145,725.00 |
| 0022 | 711-04-00100 | Geotextile Fabric | 1,943 | SQYD | 3.00 | 5,829.00 | 3.50 | 6,800.50 | 3.00 | 5,829.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 1.1 | TON | 1,000.00 | 1,100.00 | 1,400.00 | 1,540.00 | 1,500.00 | 1,650.00 |
| 0025 | 717-01-00100 | Seeding | 25 | LB | 10.00 | 250.00 | 16.00 | 400.00 | 15.00 | 375.00 |
| 0026 | 718-01-00100 | Fertilizer | 565 | LB | 1.00 | 565.00 | 1.60 | 904.00 | 1.25 | 706.25 |
| 0027 | 726-01-00100 | Bedding Material | 7 | CUYD | 85.00 | 595.00 | 55.00 | 385.00 | 175.00 | 1,225.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 110,000.00 | 110,000.00 | 75,000.00 | 75,000.00 | 157,750.00 | 157,750.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 90.00 | 360.00 | 85.00 | 340.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 45,000.00 | 45,000.00 |
| 0031 | 804-01-00600 | Precast Concrete Piles (24") | 1,176 | LNFT | 115.00 | 135,240.00 | 160.00 | 188,160.00 | 170.00 | 199,920.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 |
| 0033 | 805-01-00700 | Class A Concrete (Bents) | 61.48 | CUYD | 1,250.00 | 76,850.00 | 1,200.00 | 73,776.00 | 1,250.00 | 76,850.00 |
| 0034 | 805-03-00100 | Class AA Concrete | 130.15 | CUYD | 950.00 | 123,642.50 | 950.00 | 123,642.50 | 1,200.00 | 156,180.00 |
| 0035 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 68.00 | 80,580.00 | 110.00 | 130,350.00 | 75.00 | 88,875.00 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 54,710 | LB | 1.00 | 54,710.00 | 0.90 | 49,239.00 | 1.00 | 54,710.00 |
| 0037 | 807-08-00100 | Structural Metalwork (1,068 lbs.) | 1 | LUMP | 22,500.00 | 22,500.00 | 10,000.00 | 10,000.00 | 31,500.00 | 31,500.00 |
| 0038 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 70.00 | 28,000.00 | 80.00 | 32,000.00 | 80.00 | 32,000.00 |
| 0039 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 90 DEG CROSSING | 2 | EACH | 8,500.00 | 17,000.00 | 11,500.00 | 23,000.00 | 7,500.00 | 15,000.00 |
| CONTRACTOR TOTAL | 1,167,899.40 | 1,266,300.46 | 1,377,833.25 | |||||||