Bid Tabulations
Letting of
06/27/2012
LA DOTD Headquarters
| Lead Project: 713-59-0221 | |
| Parish: Washington | |
| Routes: | |
| Description: NOBLE CEMETERY ROAD BRIDGE OVER THOMAS CREEK | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,342,283.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 55519 | Key, LLC Of Mississippi | $1,199,108.60 |
| 2 | 39462 | Jb James Construction Llc | $1,212,132.00 |
| 3 | 34567 | James Construction Group LLC | $1,271,537.10 |
| 4 | 00481 | Coastal Bridge Co., L.L.C. | $1,329,792.90 |
| 5 | 00044 | Guinn Construction, LLC | $1,436,298.20 |
| 6 | 36827 | Shavers-Whittle Construction LLC | $1,533,054.40 |
| 7 | 02179 | Boh Bros. Construction Co., LLC. | $1,923,051.20 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Key, LLC Of Mississippi |
- 2 - Jb James Construction Llc |
- 3 - James Construction Group LLC |
- 4 - Coastal Bridge Co., L.L.C. |
||||
| 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 | 12,500.00 | 12,500.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+42.43;25' X 90' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 105+41.04;25' X 80' TIMBER BRIDGE) (W/ SIDEWALK) | 1 | EACH | 5,000.00 | 5,000.00 | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0005 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 253.2 | LNFT | 11.00 | 2,785.20 | 4.00 | 1,012.80 | 6.00 | 1,519.20 | 4.00 | 1,012.80 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 70,000.00 | 70,000.00 | 55,000.00 | 55,000.00 | 40,000.00 | 40,000.00 | 60,000.00 | 60,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 50 | EACH | 13.00 | 650.00 | 12.00 | 600.00 | 20.00 | 1,000.00 | 15.00 | 750.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 316 | LNFT | 13.50 | 4,266.00 | 10.00 | 3,160.00 | 20.00 | 6,320.00 | 7.50 | 2,370.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 125.00 | 1,000.00 | 115.00 | 920.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,200 | LNFT | 3.75 | 8,250.00 | 2.30 | 5,060.00 | 2.10 | 4,620.00 | 2.00 | 4,400.00 |
| 0011 | 302-01-00100 | Class II Base Course | 454.5 | CUYD | 95.00 | 43,177.50 | 90.00 | 40,905.00 | 80.00 | 36,360.00 | 115.00 | 52,267.50 |
| 0012 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 170.9 | CUYD | 105.00 | 17,944.50 | 90.00 | 15,381.00 | 85.00 | 14,526.50 | 120.00 | 20,508.00 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 30 | CUYD | 105.00 | 3,150.00 | 100.00 | 3,000.00 | 90.00 | 2,700.00 | 115.00 | 3,450.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 491.4 | TON | 136.00 | 66,830.40 | 140.00 | 68,796.00 | 136.00 | 66,830.40 | 155.00 | 76,167.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 4.6 | TON | 300.00 | 1,380.00 | 300.00 | 1,380.00 | 300.00 | 1,380.00 | 345.00 | 1,587.00 |
| 0016 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 147 | LNFT | 41.00 | 6,027.00 | 56.00 | 8,232.00 | 60.00 | 8,820.00 | 45.00 | 6,615.00 |
| 0017 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 96 | LNFT | 56.00 | 5,376.00 | 60.00 | 5,760.00 | 78.00 | 7,488.00 | 55.00 | 5,280.00 |
| 0018 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 113 | LNFT | 93.00 | 10,509.00 | 85.00 | 9,605.00 | 120.00 | 13,560.00 | 85.00 | 9,605.00 |
| 0019 | 701-03-02060 | Storm Drain Pipe (Outfall) (30" PP or 36" CMP) | 76 | LNFT | 77.00 | 5,852.00 | 74.00 | 5,624.00 | 105.00 | 7,980.00 | 70.00 | 5,320.00 |
| 0020 | 701-03-02080 | Storm Drain Pipe (Outfall) (36" PP or 42" CMP) | 62 | LNFT | 97.00 | 6,014.00 | 82.00 | 5,084.00 | 150.00 | 9,300.00 | 82.00 | 5,084.00 |
| 0021 | 702-02-00200 | Manholes (R-CB-11) | 4 | EACH | 4,000.00 | 16,000.00 | 3,500.00 | 14,000.00 | 6,500.00 | 26,000.00 | 4,500.00 | 18,000.00 |
| 0022 | 702-03-00500 | Catch Basins (CB-06) | 7 | EACH | 3,500.00 | 24,500.00 | 3,600.00 | 25,200.00 | 4,000.00 | 28,000.00 | 4,700.00 | 32,900.00 |
| 0023 | 702-04-00200 | Adjusting Catch Basins | 2 | EACH | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | 3,000.00 | 6,000.00 |
| 0024 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 18.00 | 900.00 | 18.00 | 900.00 | 18.00 | 900.00 | 20.00 | 1,000.00 |
| 0025 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 75.00 | 7,500.00 |
| 0026 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 1,900.00 | 7,600.00 | 2,000.00 | 8,000.00 | 2,100.00 | 8,400.00 | 2,200.00 | 8,800.00 |
| 0027 | 706-01-00100 | Concrete Walk (4" Thick) | 58.1 | SQYD | 95.00 | 5,519.50 | 52.00 | 3,021.20 | 80.00 | 4,648.00 | 100.00 | 5,810.00 |
| 0028 | 707-03-00100 | Combination Concrete Curb and Gutter | 642.9 | LNFT | 35.00 | 22,501.50 | 30.00 | 19,287.00 | 30.00 | 19,287.00 | 23.00 | 14,786.70 |
| 0029 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 647 | SQYD | 60.00 | 38,820.00 | 58.00 | 37,526.00 | 80.00 | 51,760.00 | 56.00 | 36,232.00 |
| 0030 | 711-04-00100 | Geotextile Fabric | 647 | SQYD | 4.00 | 2,588.00 | 2.00 | 1,294.00 | 2.00 | 1,294.00 | 2.00 | 1,294.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0032 | 716-01-00100 | Mulch (Vegetative) | 2.2 | TON | 990.00 | 2,178.00 | 1,000.00 | 2,200.00 | 990.00 | 2,178.00 | 1,150.00 | 2,530.00 |
| 0033 | 717-01-00100 | Seeding | 50 | LB | 15.00 | 750.00 | 15.00 | 750.00 | 15.00 | 750.00 | 17.25 | 862.50 |
| 0034 | 718-01-00100 | Fertilizer | 1,110 | LB | 0.80 | 888.00 | 1.00 | 1,110.00 | 0.80 | 888.00 | 0.90 | 999.00 |
| 0035 | 726-01-00100 | Bedding Material | 67.2 | CUYD | 75.00 | 5,040.00 | 80.00 | 5,376.00 | 75.00 | 5,040.00 | 165.00 | 11,088.00 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 84,000.00 | 84,000.00 | 120,000.00 | 120,000.00 | 125,000.00 | 125,000.00 | 125,000.00 | 125,000.00 |
| 0037 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 65.00 | 520.00 | 70.00 | 560.00 | 80.00 | 640.00 | 75.00 | 600.00 |
| 0038 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.276 | MILE | 7,000.00 | 1,932.00 | 8,000.00 | 2,208.00 | 8,000.00 | 2,208.00 | 9,400.00 | 2,594.40 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0040 | 804-01-00200 | Precast Concrete Piles (14") | 2,688 | LNFT | 60.00 | 161,280.00 | 55.50 | 149,184.00 | 64.00 | 172,032.00 | 54.00 | 145,152.00 |
| 0041 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 7,500.00 | 15,000.00 | 100.00 | 200.00 | 4,000.00 | 8,000.00 | 100.00 | 200.00 |
| 0042 | 805-10-00100 | Bridge Superstructure and Substructure (32' RDWY, 90 DEG CROSSING) (CURVED, CAST-IN-PLACE) | 5 | SPAN | 35,000.00 | 175,000.00 | 39,000.00 | 195,000.00 | 43,000.00 | 215,000.00 | 45,000.00 | 225,000.00 |
| 0043 | 805-10-00100 | Bridge Superstructure and Substructure (28' RDWY, 90 DEG CROSSING) (SIDEWALK, CAST-IN-PLACE) | 5 | SPAN | 37,000.00 | 185,000.00 | 45,000.00 | 225,000.00 | 50,000.00 | 250,000.00 | 50,000.00 | 250,000.00 |
| 0044 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 608 | INLF | 10.00 | 6,080.00 | 2.00 | 1,216.00 | 1.00 | 608.00 | 1.00 | 608.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs (32' RDWY, 90 DEG CROSSING) (CURVED, WITHOUT ASPHALT) | 2 | EACH | 15,500.00 | 31,000.00 | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 |
| 0046 | NS-800-00040 | Concrete Approach Slabs (28' RDWY, 90 DEG CROSSING) (TAPERED BARRIER RAIL, WITHOUT ASPHALT) | 2 | EACH | 17,000.00 | 34,000.00 | 9,000.00 | 18,000.00 | 11,000.00 | 22,000.00 | 10,000.00 | 20,000.00 |
| 0047 | NS-804-00001 | Vibration Monitoring | 24 | EACH | 750.00 | 18,000.00 | 200.00 | 4,800.00 | 500.00 | 12,000.00 | 250.00 | 6,000.00 |
| CONTRACTOR TOTAL | 1,199,108.60 | 1,212,132.00 | 1,271,537.10 | 1,329,792.90 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Construction, LLC |
- 6 - Shavers-Whittle Construction LLC |
- 7 - Boh Bros. Construction Co., LLC. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 28,500.00 | 28,500.00 | 45,000.00 | 45,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+42.43;25' X 90' TIMBER BRIDGE) | 1 | EACH | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 33,000.00 | 33,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 105+41.04;25' X 80' TIMBER BRIDGE) (W/ SIDEWALK) | 1 | EACH | 13,500.00 | 13,500.00 | 25,000.00 | 25,000.00 | 33,000.00 | 33,000.00 |
| 0005 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 253.2 | LNFT | 16.00 | 4,051.20 | 12.00 | 3,038.40 | 14.00 | 3,544.80 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 130,000.00 | 130,000.00 | 100,000.00 | 100,000.00 | 130,000.00 | 130,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 50 | EACH | 10.00 | 500.00 | 14.00 | 700.00 | 12.00 | 600.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 316 | LNFT | 0.00 | 0.00 | 45.00 | 14,220.00 | 45.00 | 14,220.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 100.00 | 800.00 | 200.00 | 1,600.00 | 190.00 | 1,520.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,200 | LNFT | 2.00 | 4,400.00 | 2.00 | 4,400.00 | 2.25 | 4,950.00 |
| 0011 | 302-01-00100 | Class II Base Course | 454.5 | CUYD | 85.00 | 38,632.50 | 95.00 | 43,177.50 | 100.00 | 45,450.00 |
| 0012 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 170.9 | CUYD | 85.00 | 14,526.50 | 95.00 | 16,235.50 | 100.00 | 17,090.00 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 30 | CUYD | 100.00 | 3,000.00 | 45.00 | 1,350.00 | 45.00 | 1,350.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 491.4 | TON | 225.00 | 110,565.00 | 136.00 | 66,830.40 | 175.00 | 85,995.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 4.6 | TON | 375.00 | 1,725.00 | 300.00 | 1,380.00 | 175.00 | 805.00 |
| 0016 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 147 | LNFT | 30.00 | 4,410.00 | 80.00 | 11,760.00 | 66.00 | 9,702.00 |
| 0017 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 96 | LNFT | 85.00 | 8,160.00 | 100.00 | 9,600.00 | 85.00 | 8,160.00 |
| 0018 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 113 | LNFT | 140.00 | 15,820.00 | 145.00 | 16,385.00 | 120.00 | 13,560.00 |
| 0019 | 701-03-02060 | Storm Drain Pipe (Outfall) (30" PP or 36" CMP) | 76 | LNFT | 100.00 | 7,600.00 | 138.00 | 10,488.00 | 115.00 | 8,740.00 |
| 0020 | 701-03-02080 | Storm Drain Pipe (Outfall) (36" PP or 42" CMP) | 62 | LNFT | 140.00 | 8,680.00 | 200.00 | 12,400.00 | 164.00 | 10,168.00 |
| 0021 | 702-02-00200 | Manholes (R-CB-11) | 4 | EACH | 4,000.00 | 16,000.00 | 8,500.00 | 34,000.00 | 7,000.00 | 28,000.00 |
| 0022 | 702-03-00500 | Catch Basins (CB-06) | 7 | EACH | 3,500.00 | 24,500.00 | 5,200.00 | 36,400.00 | 4,500.00 | 31,500.00 |
| 0023 | 702-04-00200 | Adjusting Catch Basins | 2 | EACH | 2,000.00 | 4,000.00 | 1,900.00 | 3,800.00 | 1,650.00 | 3,300.00 |
| 0024 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 25.00 | 1,250.00 | 28.00 | 1,400.00 | 55.00 | 2,750.00 |
| 0025 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 | 80.00 | 8,000.00 | 110.00 | 11,000.00 |
| 0026 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 3,200.00 | 12,800.00 | 2,300.00 | 9,200.00 |
| 0027 | 706-01-00100 | Concrete Walk (4" Thick) | 58.1 | SQYD | 100.00 | 5,810.00 | 100.00 | 5,810.00 | 105.00 | 6,100.50 |
| 0028 | 707-03-00100 | Combination Concrete Curb and Gutter | 642.9 | LNFT | 40.00 | 25,716.00 | 19.00 | 12,215.10 | 45.00 | 28,930.50 |
| 0029 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 647 | SQYD | 75.00 | 48,525.00 | 70.00 | 45,290.00 | 85.00 | 54,995.00 |
| 0030 | 711-04-00100 | Geotextile Fabric | 647 | SQYD | 5.00 | 3,235.00 | 3.50 | 2,264.50 | 5.00 | 3,235.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,000.00 | 22,000.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
| 0032 | 716-01-00100 | Mulch (Vegetative) | 2.2 | TON | 1,500.00 | 3,300.00 | 1,000.00 | 2,200.00 | 1,000.00 | 2,200.00 |
| 0033 | 717-01-00100 | Seeding | 50 | LB | 20.00 | 1,000.00 | 18.00 | 900.00 | 18.00 | 900.00 |
| 0034 | 718-01-00100 | Fertilizer | 1,110 | LB | 1.00 | 1,110.00 | 1.00 | 1,110.00 | 0.90 | 999.00 |
| 0035 | 726-01-00100 | Bedding Material | 67.2 | CUYD | 100.00 | 6,720.00 | 80.00 | 5,376.00 | 82.00 | 5,510.40 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 120,000.00 | 120,000.00 | 190,000.00 | 190,000.00 |
| 0037 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 90.00 | 720.00 | 85.00 | 680.00 |
| 0038 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.276 | MILE | 10,000.00 | 2,760.00 | 8,000.00 | 2,208.00 | 11,000.00 | 3,036.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0040 | 804-01-00200 | Precast Concrete Piles (14") | 2,688 | LNFT | 60.00 | 161,280.00 | 60.00 | 161,280.00 | 67.50 | 181,440.00 |
| 0041 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 12,000.00 | 24,000.00 | 500.00 | 1,000.00 |
| 0042 | 805-10-00100 | Bridge Superstructure and Substructure (32' RDWY, 90 DEG CROSSING) (CURVED, CAST-IN-PLACE) | 5 | SPAN | 42,000.00 | 210,000.00 | 50,000.00 | 250,000.00 | 70,000.00 | 350,000.00 |
| 0043 | 805-10-00100 | Bridge Superstructure and Substructure (28' RDWY, 90 DEG CROSSING) (SIDEWALK, CAST-IN-PLACE) | 5 | SPAN | 50,000.00 | 250,000.00 | 60,000.00 | 300,000.00 | 80,000.00 | 400,000.00 |
| 0044 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 608 | INLF | 2.50 | 1,520.00 | 2.00 | 1,216.00 | 2.50 | 1,520.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs (32' RDWY, 90 DEG CROSSING) (CURVED, WITHOUT ASPHALT) | 2 | EACH | 13,000.00 | 26,000.00 | 8,500.00 | 17,000.00 | 18,000.00 | 36,000.00 |
| 0046 | NS-800-00040 | Concrete Approach Slabs (28' RDWY, 90 DEG CROSSING) (TAPERED BARRIER RAIL, WITHOUT ASPHALT) | 2 | EACH | 15,500.00 | 31,000.00 | 11,000.00 | 22,000.00 | 19,000.00 | 38,000.00 |
| 0047 | NS-804-00001 | Vibration Monitoring | 24 | EACH | 600.00 | 14,400.00 | 750.00 | 18,000.00 | 350.00 | 8,400.00 |
| CONTRACTOR TOTAL | 1,436,298.20 | 1,533,054.40 | 1,923,051.20 | |||||||