Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 713-42-0143 | |
| Parish: Richland | |
| Routes: | |
| Description: GEORGIE RIDGE BRIDGE OVER BOEUF RIVER | |
| Type Const: GRADING, DRAINAGE STRUCTURES, BRIDGE REMOVAL, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PRECAST-PRESTRESSED CONCRETE GIRDER SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $2,715,978.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group Llc | $2,504,383.66 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,624,105.90 |
| 3 | 39462 | Jb James Construction Llc | $2,897,193.00 |
| 4 | 48925 | David V. Temple | $3,136,074.28 |
| 5 | 38936 | Southern Industrial Contractors Llc | $3,287,258.60 |
| 6 | 09476 | Key Constructors, Inc. | $3,463,260.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group Llc |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Jb James Construction Llc |
- 4 - David V. Temple |
||||
| 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 | 70,000.00 | 70,000.00 | 30,000.00 | 30,000.00 | 400,000.00 | 400,000.00 | 6,500.00 | 6,500.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 23,000.00 | 23,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 55+06 TO STA 61+73, 22.6' X 666.8' TIMBER & STEEL BRIDGE W/ TIMBER PILES) | 1 | EACH | 260,000.00 | 260,000.00 | 200,000.00 | 200,000.00 | 90,000.00 | 90,000.00 | 200,000.00 | 200,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 70,000.00 | 70,000.00 | 65,000.00 | 65,000.00 | 160,000.00 | 160,000.00 | 25,000.00 | 25,000.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 919 | CUYD | 25.00 | 22,975.00 | 20.00 | 18,380.00 | 12.00 | 11,028.00 | 30.00 | 27,570.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 22.00 | 440.00 | 25.00 | 500.00 | 20.00 | 400.00 | 165.00 | 3,300.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 82 | LNFT | 14.50 | 1,189.00 | 15.00 | 1,230.00 | 25.00 | 2,050.00 | 15.00 | 1,230.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 300 | LNFT | 5.00 | 1,500.00 | 3.00 | 900.00 | 3.00 | 900.00 | 3.50 | 1,050.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 247.1 | CUYD | 128.00 | 31,628.80 | 118.00 | 29,157.80 | 140.00 | 34,594.00 | 50.00 | 12,355.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3.2 | CUYD | 274.00 | 876.80 | 300.00 | 960.00 | 200.00 | 640.00 | 150.00 | 480.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 193 | TON | 165.00 | 31,845.00 | 220.00 | 42,460.00 | 170.00 | 32,810.00 | 185.00 | 35,705.00 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 5.2 | TON | 285.00 | 1,482.00 | 500.00 | 2,600.00 | 290.00 | 1,508.00 | 400.00 | 2,080.00 |
| 0013 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 22 | LNFT | 98.00 | 2,156.00 | 80.00 | 1,760.00 | 95.00 | 2,090.00 | 59.85 | 1,316.70 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 20.00 | 750.00 | 24.00 | 900.00 | 20.00 | 750.00 | 22.00 | 825.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 60.00 | 4,500.00 | 72.00 | 5,400.00 | 60.00 | 4,500.00 | 66.00 | 4,950.00 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 | 2,310.00 | 9,240.00 |
| 0017 | 705-01-00100 | Barbed Wire Fence | 250 | LNFT | 9.00 | 2,250.00 | 11.00 | 2,750.00 | 10.00 | 2,500.00 | 10.50 | 2,625.00 |
| 0018 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 3,552 | SQYD | 62.00 | 220,224.00 | 65.00 | 230,880.00 | 70.00 | 248,640.00 | 72.84 | 258,727.68 |
| 0019 | 711-04-00100 | Geotextile Fabric | 3,552 | SQYD | 5.00 | 17,760.00 | 3.00 | 10,656.00 | 1.70 | 6,038.40 | 2.20 | 7,814.40 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,000.00 | 11,000.00 | 20,000.00 | 20,000.00 | 22,000.00 | 22,000.00 | 20,000.00 | 20,000.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 260,000.00 | 260,000.00 | 280,000.00 | 280,000.00 | 300,000.00 | 300,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 7 | EACH | 80.00 | 560.00 | 95.00 | 665.00 | 80.00 | 560.00 | 90.00 | 630.00 |
| 0023 | 735-01-00100 | Mailboxes | 1 | EACH | 10.00 | 10.00 | 100.00 | 100.00 | 1.00 | 1.00 | 150.00 | 150.00 |
| 0024 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 250.00 | 250.00 | 150.00 | 150.00 | 250.00 | 250.00 | 150.00 | 150.00 |
| 0025 | 739-01-00100 | Hydro-Seeding | 0.75 | ACRE | 1,650.00 | 1,237.50 | 2,000.00 | 1,500.00 | 1,700.00 | 1,275.00 | 2,500.00 | 1,875.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 29,000.00 | 29,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 |
| 0027 | 804-01-00400 | Precast Concrete Piles (18") | 1,400 | LNFT | 62.00 | 86,800.00 | 75.00 | 105,000.00 | 75.00 | 105,000.00 | 180.00 | 252,000.00 |
| 0028 | 804-01-00700 | Precast Concrete Piles (30") | 2,184 | LNFT | 100.00 | 218,400.00 | 150.00 | 327,600.00 | 120.00 | 262,080.00 | 275.00 | 600,600.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 10,000.00 | 10,000.00 | 4,500.00 | 4,500.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 |
| 0030 | 805-01-00700 | Class A Concrete (Bents) | 131.94 | CUYD | 850.00 | 112,149.00 | 1,200.00 | 158,328.00 | 1,300.00 | 171,522.00 | 600.00 | 79,164.00 |
| 0031 | 805-03-00100 | Class AA Concrete | 8.36 | CUYD | 1,200.00 | 10,032.00 | 3,000.00 | 25,080.00 | 600.00 | 5,016.00 | 650.00 | 5,434.00 |
| 0032 | 805-04-00100 | Class AA(M) Concrete | 630.66 | CUYD | 540.00 | 340,556.40 | 710.00 | 447,768.60 | 400.00 | 252,264.00 | 650.00 | 409,929.00 |
| 0033 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 198 | LNFT | 80.00 | 15,840.00 | 90.00 | 17,820.00 | 100.00 | 19,800.00 | 150.00 | 29,700.00 |
| 0034 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 2,388 | LNFT | 165.00 | 394,020.00 | 125.00 | 298,500.00 | 160.00 | 382,080.00 | 175.00 | 417,900.00 |
| 0035 | 806-01-00100 | Deformed Reinforcing Steel | 205,674 | LB | 0.76 | 156,312.24 | 0.65 | 133,688.10 | 0.90 | 185,106.60 | 1.25 | 257,092.50 |
| 0036 | 807-08-00100 | Structural Metalwork (4,344 LBS) | 1 | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 |
| 0037 | 810-01-00100 | Concrete Railing (Standard Barrier) | 1,372 | LNFT | 46.00 | 63,112.00 | 45.00 | 61,740.00 | 65.00 | 89,180.00 | 55.00 | 75,460.00 |
| 0038 | 813-01-00100 | Concrete Approach Slabs | 124.44 | SQYD | 218.00 | 27,127.92 | 210.00 | 26,132.40 | 250.00 | 31,110.00 | 275.00 | 34,221.00 |
| CONTRACTOR TOTAL | 2,504,383.66 | 2,624,105.90 | 2,897,193.00 | 3,136,074.28 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Southern Industrial Contractors Llc |
- 6 - Key Constructors, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 100,000.00 | 100,000.00 | 155,000.00 | 155,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 55+06 TO STA 61+73, 22.6' X 666.8' TIMBER & STEEL BRIDGE W/ TIMBER PILES) | 1 | EACH | 120,000.00 | 120,000.00 | 150,000.00 | 150,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 350,000.00 | 350,000.00 | 70,000.00 | 70,000.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 919 | CUYD | 15.00 | 13,785.00 | 15.00 | 13,785.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 50.00 | 1,000.00 | 15.00 | 300.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 82 | LNFT | 30.00 | 2,460.00 | 3.00 | 246.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 300 | LNFT | 5.00 | 1,500.00 | 10.00 | 3,000.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 247.1 | CUYD | 100.00 | 24,710.00 | 125.00 | 30,887.50 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3.2 | CUYD | 100.00 | 320.00 | 75.00 | 240.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 193 | TON | 200.00 | 38,600.00 | 165.00 | 31,845.00 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 5.2 | TON | 350.00 | 1,820.00 | 285.00 | 1,482.00 |
| 0013 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 22 | LNFT | 100.00 | 2,200.00 | 70.00 | 1,540.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 36.00 | 1,350.00 | 20.00 | 750.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 126.00 | 9,450.00 | 60.00 | 4,500.00 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,240.00 | 12,960.00 | 2,100.00 | 8,400.00 |
| 0017 | 705-01-00100 | Barbed Wire Fence | 250 | LNFT | 10.00 | 2,500.00 | 9.50 | 2,375.00 |
| 0018 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 3,552 | SQYD | 65.00 | 230,880.00 | 65.00 | 230,880.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 3,552 | SQYD | 2.50 | 8,880.00 | 2.00 | 7,104.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 156,000.00 | 156,000.00 | 350,000.00 | 350,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 7 | EACH | 120.00 | 840.00 | 80.00 | 560.00 |
| 0023 | 735-01-00100 | Mailboxes | 1 | EACH | 200.00 | 200.00 | 50.00 | 50.00 |
| 0024 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 350.00 | 350.00 | 50.00 | 50.00 |
| 0025 | 739-01-00100 | Hydro-Seeding | 0.75 | ACRE | 4,000.00 | 3,000.00 | 1,650.00 | 1,237.50 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 |
| 0027 | 804-01-00400 | Precast Concrete Piles (18") | 1,400 | LNFT | 100.00 | 140,000.00 | 90.00 | 126,000.00 |
| 0028 | 804-01-00700 | Precast Concrete Piles (30") | 2,184 | LNFT | 200.00 | 436,800.00 | 275.00 | 600,600.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 0030 | 805-01-00700 | Class A Concrete (Bents) | 131.94 | CUYD | 1,000.00 | 131,940.00 | 1,225.00 | 161,626.50 |
| 0031 | 805-03-00100 | Class AA Concrete | 8.36 | CUYD | 1,000.00 | 8,360.00 | 1,500.00 | 12,540.00 |
| 0032 | 805-04-00100 | Class AA(M) Concrete | 630.66 | CUYD | 1,000.00 | 630,660.00 | 1,000.00 | 630,660.00 |
| 0033 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 198 | LNFT | 100.00 | 19,800.00 | 120.00 | 23,760.00 |
| 0034 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 2,388 | LNFT | 175.20 | 418,377.60 | 170.00 | 405,960.00 |
| 0035 | 806-01-00100 | Deformed Reinforcing Steel | 205,674 | LB | 0.80 | 164,539.20 | 1.00 | 205,674.00 |
| 0036 | 807-08-00100 | Structural Metalwork (4,344 LBS) | 1 | LUMP | 38,000.00 | 38,000.00 | 25,000.00 | 25,000.00 |
| 0037 | 810-01-00100 | Concrete Railing (Standard Barrier) | 1,372 | LNFT | 50.00 | 68,600.00 | 60.00 | 82,320.00 |
| 0038 | 813-01-00100 | Concrete Approach Slabs | 124.44 | SQYD | 220.00 | 27,376.80 | 200.00 | 24,888.00 |
| CONTRACTOR TOTAL | 3,287,258.60 | 3,463,260.50 | ||||||