Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 024-06-0036 | |
| Parish: Vernon | |
| Routes: US 171 | |
| Description: US 171: BAYOU ZOURIE BRIDGE REPLACEMENT | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, ASPHALTIC CONCRETE OVERLAY, TYPE II GRIDER BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,608,784.40 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,418,408.71 |
| 2 | 48925 | David V. Temple | $1,454,361.68 |
| 3 | 18546 | C W & W Contractors, Inc. | $1,527,311.00 |
| 4 | 09090 | Guinn Brothers, LLC. | $1,641,877.92 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $1,765,032.55 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - David V. Temple |
- 3 - C W & W Contractors, Inc. |
- 4 - Guinn Brothers, LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 427.1 | SQYD | 10.00 | 4,271.00 | 10.00 | 4,271.00 | 5.00 | 2,135.50 | 4.00 | 1,708.40 |
| 0002 | 202-02-04000 | Removal of Bridge STA. 117+90.26; 24' X 202' CONCRETE DECK BRIDGE WITH STEEL GIRDERS | 1 | EACH | 35,000.00 | 35,000.00 | 75,000.00 | 75,000.00 | 37,000.00 | 37,000.00 | 40,000.00 | 40,000.00 |
| 0003 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 427.1 | SQYD | 30.00 | 12,813.00 | 10.00 | 4,271.00 | 15.00 | 6,406.50 | 10.00 | 4,271.00 |
| 0004 | 203-02-00100 | Drainage Excavation | 600 | CUYD | 25.00 | 15,000.00 | 16.67 | 10,002.00 | 8.00 | 4,800.00 | 6.00 | 3,600.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 28 | EACH | 30.00 | 840.00 | 15.00 | 420.00 | 15.00 | 420.00 | 10.00 | 280.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,675 | LNFT | 2.00 | 3,350.00 | 1.85 | 3,098.75 | 2.00 | 3,350.00 | 1.50 | 2,512.50 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 25.00 | 2,500.00 | 91.00 | 9,100.00 | 45.00 | 4,500.00 | 50.00 | 5,000.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 433.9 | TON | 155.00 | 67,254.50 | 190.00 | 82,441.00 | 170.00 | 73,763.00 | 185.00 | 80,271.50 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,345.1 | SQYD | 3.60 | 8,442.36 | 3.75 | 8,794.13 | 5.00 | 11,725.50 | 4.30 | 10,083.93 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -71 | CUYD | 1.00 | -71.00 | 0.01 | -0.71 | 1.00 | -71.00 | 0.00 | 0.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 468.8 | LNFT | 20.00 | 9,376.00 | 20.00 | 9,376.00 | 20.00 | 9,376.00 | 22.00 | 10,313.60 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 61.00 | 3,050.00 | 60.00 | 3,000.00 | 55.00 | 2,750.00 | 60.00 | 3,000.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,400.00 | 2,400.00 | 2,200.00 | 2,200.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 |
| 0015 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,800.00 | 2,800.00 | 2,300.00 | 2,300.00 | 2,200.00 | 2,200.00 | 3,000.00 | 3,000.00 |
| 0016 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 35 | SQYD | 175.00 | 6,125.00 | 65.00 | 2,275.00 | 50.00 | 1,750.00 | 100.00 | 3,500.00 |
| 0017 | 712-04-00100 | Flexible Revetment | 240 | SQYD | 70.00 | 16,800.00 | 63.00 | 15,120.00 | 75.00 | 18,000.00 | 80.00 | 19,200.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,000.00 | 22,000.00 | 17,500.00 | 17,500.00 | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 |
| 0019 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 0.275 | MILE | 10,000.00 | 2,750.00 | 10,000.00 | 2,750.00 | 12,000.00 | 3,300.00 | 15,000.00 | 4,125.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 2,800.00 | 1,680.00 | 2,200.00 | 1,320.00 | 3,000.00 | 1,800.00 | 2,000.00 | 1,200.00 |
| 0021 | 717-01-00100 | Seeding | 9 | LB | 26.00 | 234.00 | 25.00 | 225.00 | 10.00 | 90.00 | 20.00 | 180.00 |
| 0022 | 718-01-00100 | Fertilizer | 308 | LB | 2.25 | 693.00 | 2.00 | 616.00 | 1.00 | 308.00 | 1.00 | 308.00 |
| 0023 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 375 | SQYD | 4.45 | 1,668.75 | 1.75 | 656.25 | 4.00 | 1,500.00 | 1.50 | 562.50 |
| 0024 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 |
| 0025 | 725-01-00100 | Temporary Detour Roads | 1,903.83 | SQYD | 80.00 | 152,306.40 | 66.77 | 127,118.73 | 70.00 | 133,268.10 | 128.00 | 243,690.24 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 135,000.00 | 135,000.00 | 107,000.00 | 107,000.00 | 260,000.00 | 260,000.00 | 150,000.00 | 150,000.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 90.00 | 180.00 | 85.00 | 170.00 | 85.00 | 170.00 | 100.00 | 200.00 |
| 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 16 | EACH | 5.85 | 93.60 | 100.00 | 1,600.00 | 10.00 | 160.00 | 50.00 | 800.00 |
| 0029 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.203 | MILE | 3,000.00 | 609.00 | 10,000.00 | 2,030.00 | 15,000.00 | 3,045.00 | 10,000.00 | 2,030.00 |
| 0030 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.101 | MILE | 950.00 | 95.95 | 10,000.00 | 1,010.00 | 8,000.00 | 808.00 | 8,000.00 | 808.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 18,500.00 | 18,500.00 |
| 0032 | 804-01-00300 | Precast Concrete Piles (16") | 1,120 | LNFT | 54.00 | 60,480.00 | 75.00 | 84,000.00 | 75.00 | 84,000.00 | 65.00 | 72,800.00 |
| 0033 | 804-01-00600 | Precast Concrete Piles (24") | 1,044 | LNFT | 93.00 | 97,092.00 | 110.00 | 114,840.00 | 110.00 | 114,840.00 | 165.00 | 172,260.00 |
| 0034 | 804-05-00600 | Precast Concrete Test Piles (24") | 1 | EACH | 30,000.00 | 30,000.00 | 13,600.00 | 13,600.00 | 1,500.00 | 1,500.00 | 22,500.00 | 22,500.00 |
| 0035 | 804-09-00100 | Loading Test Piles | 1 | EACH | 30,000.00 | 30,000.00 | 7,500.00 | 7,500.00 | 1,500.00 | 1,500.00 | 1.00 | 1.00 |
| 0036 | 804-10-00100 | Reloading Test Piles | 3 | EACH | 1,400.00 | 4,200.00 | 7,500.00 | 22,500.00 | 1.00 | 3.00 | 1.00 | 3.00 |
| 0037 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 1,800.00 | 1,800.00 | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0038 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0039 | 804-17-00100 | Dynamic Monitoring | 6 | EACH | 700.00 | 4,200.00 | 500.00 | 3,000.00 | 800.00 | 4,800.00 | 500.00 | 3,000.00 |
| 0040 | 805-01-00700 | Class A Concrete (Bents) | 104.72 | CUYD | 900.00 | 94,248.00 | 700.00 | 73,304.00 | 1,000.00 | 104,720.00 | 800.00 | 83,776.00 |
| 0041 | 805-04-00100 | Class AA(M) Concrete | 243.56 | CUYD | 800.00 | 194,848.00 | 750.00 | 182,670.00 | 810.00 | 197,283.60 | 750.00 | 182,670.00 |
| 0042 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 1,308 | LNFT | 75.00 | 98,100.00 | 110.00 | 143,880.00 | 78.00 | 102,024.00 | 95.00 | 124,260.00 |
| 0043 | 805-11-00100 | Strip Seal Joints | 80 | LNFT | 160.00 | 12,800.00 | 150.00 | 12,000.00 | 160.00 | 12,800.00 | 200.00 | 16,000.00 |
| 0044 | 806-01-00100 | Deformed Reinforcing Steel | 96,509 | LB | 0.75 | 72,381.75 | 1.20 | 115,810.80 | 1.00 | 96,509.00 | 0.95 | 91,683.55 |
| 0045 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 9,000.00 | 9,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0046 | 810-01-00100 | Concrete Railing (Standard Barrier) | 503.64 | LNFT | 75.00 | 37,773.00 | 65.00 | 32,736.60 | 95.00 | 47,845.80 | 85.00 | 42,809.40 |
| 0047 | 813-01-00100 | Concrete Approach Slabs | 358.78 | SQYD | 230.00 | 82,519.40 | 196.00 | 70,320.88 | 200.00 | 71,756.00 | 235.00 | 84,313.30 |
| 0048 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 550 | LNFT | 2.50 | 1,375.00 | 1.50 | 825.00 | 4.00 | 2,200.00 | 5.00 | 2,750.00 |
| 0049 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 630 | LNFT | 2.50 | 1,575.00 | 1.50 | 945.00 | 4.00 | 2,520.00 | 5.00 | 3,150.00 |
| 0050 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 151 | LNFT | 5.00 | 755.00 | 2.75 | 415.25 | 3.00 | 453.00 | 5.00 | 755.00 |
| 0051 | NS-700-00180 | Impact Attenuator (Construction Zone) | 2 | EACH | 8,000.00 | 16,000.00 | 13,500.00 | 27,000.00 | 5,000.00 | 10,000.00 | 20,000.00 | 40,000.00 |
| 0052 | NS-800-00005 | Embedded Pile Monitoring Instrumentation & Accessories | 1 | LUMP | 21,000.00 | 21,000.00 | 16,500.00 | 16,500.00 | 5,000.00 | 5,000.00 | 25,500.00 | 25,500.00 |
| 0053 | NS-800-00080 | Dynamic Analysis | 1 | EACH | 2,500.00 | 2,500.00 | 350.00 | 350.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 |
| CONTRACTOR TOTAL | 1,418,408.71 | 1,454,361.68 | 1,527,311.00 | 1,641,877.92 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 427.1 | SQYD | 4.00 | 1,708.40 |
| 0002 | 202-02-04000 | Removal of Bridge STA. 117+90.26; 24' X 202' CONCRETE DECK BRIDGE WITH STEEL GIRDERS | 1 | EACH | 65,000.00 | 65,000.00 |
| 0003 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 427.1 | SQYD | 15.00 | 6,406.50 |
| 0004 | 203-02-00100 | Drainage Excavation | 600 | CUYD | 15.00 | 9,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 7,000.00 | 7,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 28 | EACH | 20.00 | 560.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,675 | LNFT | 2.00 | 3,350.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 125.00 | 12,500.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 433.9 | TON | 180.00 | 78,102.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,345.1 | SQYD | 3.50 | 8,207.85 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -71 | CUYD | 0.10 | -7.10 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 468.8 | LNFT | 20.00 | 9,376.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 55.00 | 2,750.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,300.00 | 2,300.00 |
| 0015 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,500.00 | 2,500.00 |
| 0016 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 35 | SQYD | 140.00 | 4,900.00 |
| 0017 | 712-04-00100 | Flexible Revetment | 240 | SQYD | 75.00 | 18,000.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0019 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 0.275 | MILE | 11,500.00 | 3,162.50 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 2,000.00 | 1,200.00 |
| 0021 | 717-01-00100 | Seeding | 9 | LB | 30.00 | 270.00 |
| 0022 | 718-01-00100 | Fertilizer | 308 | LB | 3.00 | 924.00 |
| 0023 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 375 | SQYD | 2.00 | 750.00 |
| 0024 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 19,000.00 | 19,000.00 |
| 0025 | 725-01-00100 | Temporary Detour Roads | 1,903.83 | SQYD | 125.00 | 237,978.75 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 140,000.00 | 140,000.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 80.00 | 160.00 |
| 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 16 | EACH | 40.00 | 640.00 |
| 0029 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.203 | MILE | 9,000.00 | 1,827.00 |
| 0030 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.101 | MILE | 6,000.00 | 606.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0032 | 804-01-00300 | Precast Concrete Piles (16") | 1,120 | LNFT | 70.00 | 78,400.00 |
| 0033 | 804-01-00600 | Precast Concrete Piles (24") | 1,044 | LNFT | 155.00 | 161,820.00 |
| 0034 | 804-05-00600 | Precast Concrete Test Piles (24") | 1 | EACH | 20,000.00 | 20,000.00 |
| 0035 | 804-09-00100 | Loading Test Piles | 1 | EACH | 5,000.00 | 5,000.00 |
| 0036 | 804-10-00100 | Reloading Test Piles | 3 | EACH | 2,000.00 | 6,000.00 |
| 0037 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 2,500.00 | 2,500.00 |
| 0038 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,500.00 | 1,500.00 |
| 0039 | 804-17-00100 | Dynamic Monitoring | 6 | EACH | 3,000.00 | 18,000.00 |
| 0040 | 805-01-00700 | Class A Concrete (Bents) | 104.72 | CUYD | 1,120.00 | 117,286.40 |
| 0041 | 805-04-00100 | Class AA(M) Concrete | 243.56 | CUYD | 1,185.00 | 288,618.60 |
| 0042 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 1,308 | LNFT | 106.00 | 138,648.00 |
| 0043 | 805-11-00100 | Strip Seal Joints | 80 | LNFT | 180.00 | 14,400.00 |
| 0044 | 806-01-00100 | Deformed Reinforcing Steel | 96,509 | LB | 0.85 | 82,032.65 |
| 0045 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 4,800.00 | 4,800.00 |
| 0046 | 810-01-00100 | Concrete Railing (Standard Barrier) | 503.64 | LNFT | 75.00 | 37,773.00 |
| 0047 | 813-01-00100 | Concrete Approach Slabs | 358.78 | SQYD | 225.00 | 80,725.50 |
| 0048 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 550 | LNFT | 3.50 | 1,925.00 |
| 0049 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 630 | LNFT | 3.50 | 2,205.00 |
| 0050 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 151 | LNFT | 1.50 | 226.50 |
| 0051 | NS-700-00180 | Impact Attenuator (Construction Zone) | 2 | EACH | 10,000.00 | 20,000.00 |
| 0052 | NS-800-00005 | Embedded Pile Monitoring Instrumentation & Accessories | 1 | LUMP | 3,000.00 | 3,000.00 |
| 0053 | NS-800-00080 | Dynamic Analysis | 1 | EACH | 2,000.00 | 2,000.00 |
| CONTRACTOR TOTAL | 1,765,032.55 | |||||