Bid Tabulations
Letting of
06/27/2012
LA DOTD Headquarters
| Lead Project: H.006039.6 | |
| Parish: Bienville | |
| Routes: | |
| Description: GUIN ROAD BRIDGE and GROVER JONES ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK | |
| Estimated Construction Cost: $697,262.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W Contractors, Inc. | $623,877.50 |
| 2 | 56288 | Guinn Services, LLC | $648,004.50 |
| 3 | 49864 | Terral Construction LLC | $656,949.11 |
| 4 | 00044 | Guinn Construction, LLC | $663,712.50 |
| 5 | 23112 | Ben Allen, Inc. | $740,584.00 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $786,168.00 |
| 7 | 12135 | Blount Bros. Construction, Inc. | $807,665.00 |
| 8 | 39462 | Jb James Construction Llc | $862,548.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - C W & W Contractors, Inc. |
- 2 - Guinn Services, LLC |
- 3 - Terral Construction LLC |
- 4 - Guinn Construction, 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 | 22,000.00 | 22,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 105+27.50;19.1' X 55' TIMBER BRIDGE | 1 | EACH | 8,000.00 | 8,000.00 | 5,500.00 | 5,500.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 200+19.50;20.5' X 39' TIMBER BRIDGE | 1 | EACH | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 54,000.00 | 54,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 20.00 | 2,000.00 | 8.50 | 850.00 | 20.00 | 2,000.00 | 10.00 | 1,000.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 10.00 | 600.00 | 15.00 | 900.00 | 10.00 | 600.00 | 0.00 | 0.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 100.00 | 1,200.00 | 125.00 | 1,500.00 | 100.00 | 1,200.00 | 100.00 | 1,200.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,342 | LNFT | 2.00 | 2,684.00 | 2.25 | 3,019.50 | 2.00 | 2,684.00 | 1.50 | 2,013.00 |
| 0009 | 302-01-00100 | Class II Base Course | 312.7 | CUYD | 130.00 | 40,651.00 | 85.00 | 26,579.50 | 126.19 | 39,459.61 | 80.00 | 25,016.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 8 | CUYD | 110.00 | 880.00 | 150.00 | 1,200.00 | 100.00 | 800.00 | 200.00 | 1,600.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 243.5 | TON | 175.00 | 42,612.50 | 200.00 | 48,700.00 | 221.00 | 53,813.50 | 175.00 | 42,612.50 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 440 | LNFT | 75.00 | 33,000.00 | 60.00 | 26,400.00 | 46.00 | 20,240.00 | 55.00 | 24,200.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 65.00 | 13,000.00 | 70.00 | 14,000.00 | 70.00 | 14,000.00 | 72.00 | 14,400.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 40.00 | 8,000.00 | 45.00 | 9,000.00 | 38.00 | 7,600.00 | 40.00 | 8,000.00 |
| 0015 | 705-09-00100 | Rebuilt Fence | 300 | LNFT | 10.00 | 3,000.00 | 15.00 | 4,500.00 | 10.00 | 3,000.00 | 10.00 | 3,000.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 488 | SQYD | 70.00 | 34,160.00 | 68.00 | 33,184.00 | 80.00 | 39,040.00 | 70.00 | 34,160.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 488 | SQYD | 3.00 | 1,464.00 | 4.00 | 1,952.00 | 2.00 | 976.00 | 5.00 | 2,440.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 13,000.00 | 13,000.00 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1.1 | TON | 810.00 | 891.00 | 1,700.00 | 1,870.00 | 2,000.00 | 2,200.00 | 2,000.00 | 2,200.00 |
| 0020 | 717-01-00100 | Seeding | 20 | LB | 10.00 | 200.00 | 20.00 | 400.00 | 10.00 | 200.00 | 25.00 | 500.00 |
| 0021 | 718-01-00100 | Fertilizer | 495 | LB | 1.00 | 495.00 | 1.50 | 742.50 | 2.00 | 990.00 | 1.00 | 495.00 |
| 0022 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,577 | SQYD | 4.00 | 6,308.00 | 5.00 | 7,885.00 | 2.00 | 3,154.00 | 2.00 | 3,154.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 55,000.00 | 55,000.00 | 34,000.00 | 34,000.00 | 60,000.00 | 60,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 85.00 | 1,360.00 | 90.00 | 1,440.00 | 100.00 | 1,600.00 | 100.00 | 1,600.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 648 | LNFT | 65.00 | 42,120.00 | 60.00 | 38,880.00 | 55.00 | 35,640.00 | 65.00 | 42,120.00 |
| 0027 | 804-01-00300 | Precast Concrete Piles (16") | 750 | LNFT | 75.00 | 56,250.00 | 70.00 | 52,500.00 | 65.00 | 48,750.00 | 80.00 | 60,000.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 1.00 | 2.00 | 1.00 | 2.00 |
| 0029 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 4 | SPAN | 22,000.00 | 88,000.00 | 30,000.00 | 120,000.00 | 30,000.00 | 120,000.00 | 32,000.00 | 128,000.00 |
| 0030 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 3 | SPAN | 22,000.00 | 66,000.00 | 30,000.00 | 90,000.00 | 30,000.00 | 90,000.00 | 32,000.00 | 96,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs 24' CLR RDWY, 90 DEG CROSSING W/O ASPHALT | 3 | EACH | 6,500.00 | 19,500.00 | 8,000.00 | 24,000.00 | 11,000.00 | 33,000.00 | 10,000.00 | 30,000.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs 24' CLR RDWY, 90 DEG CROSSING; CURVED W/O ASPHALT | 1 | EACH | 6,500.00 | 6,500.00 | 8,000.00 | 8,000.00 | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 623,877.50 | 648,004.50 | 656,949.11 | 663,712.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Ben Allen, Inc. |
- 6 - Cecil D. Gassiott, LLC |
- 7 - Blount Bros. Construction, Inc. |
- 8 - Jb James Construction 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 | 14,000.00 | 14,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 90,000.00 | 90,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 105+27.50;19.1' X 55' TIMBER BRIDGE | 1 | EACH | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 21,000.00 | 21,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 200+19.50;20.5' X 39' TIMBER BRIDGE | 1 | EACH | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 0.00 | 0.00 | 9.00 | 900.00 | 20.00 | 2,000.00 | 10.00 | 1,000.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 0.00 | 0.00 | 19.00 | 1,140.00 | 20.00 | 1,200.00 | 15.00 | 900.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 0.00 | 0.00 | 180.00 | 2,160.00 | 400.00 | 4,800.00 | 150.00 | 1,800.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,342 | LNFT | 4.00 | 5,368.00 | 2.75 | 3,690.50 | 3.00 | 4,026.00 | 3.00 | 4,026.00 |
| 0009 | 302-01-00100 | Class II Base Course | 312.7 | CUYD | 125.00 | 39,087.50 | 30.00 | 9,381.00 | 80.00 | 25,016.00 | 90.00 | 28,143.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 8 | CUYD | 125.00 | 1,000.00 | 95.00 | 760.00 | 100.00 | 800.00 | 200.00 | 1,600.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 243.5 | TON | 225.00 | 54,787.50 | 250.00 | 60,875.00 | 120.00 | 29,220.00 | 230.00 | 56,005.00 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 440 | LNFT | 75.00 | 33,000.00 | 80.00 | 35,200.00 | 60.00 | 26,400.00 | 45.00 | 19,800.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 55.00 | 11,000.00 | 21.00 | 4,200.00 | 70.00 | 14,000.00 | 62.00 | 12,400.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 85.00 | 17,000.00 | 61.00 | 12,200.00 | 50.00 | 10,000.00 | 32.00 | 6,400.00 |
| 0015 | 705-09-00100 | Rebuilt Fence | 300 | LNFT | 15.00 | 4,500.00 | 11.00 | 3,300.00 | 12.00 | 3,600.00 | 12.00 | 3,600.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 488 | SQYD | 75.00 | 36,600.00 | 70.00 | 34,160.00 | 70.00 | 34,160.00 | 57.00 | 27,816.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 488 | SQYD | 5.00 | 2,440.00 | 5.00 | 2,440.00 | 3.00 | 1,464.00 | 2.00 | 976.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1.1 | TON | 1,500.00 | 1,650.00 | 2,000.00 | 2,200.00 | 700.00 | 770.00 | 2,800.00 | 3,080.00 |
| 0020 | 717-01-00100 | Seeding | 20 | LB | 15.00 | 300.00 | 20.00 | 400.00 | 20.00 | 400.00 | 50.00 | 1,000.00 |
| 0021 | 718-01-00100 | Fertilizer | 495 | LB | 2.00 | 990.00 | 0.50 | 247.50 | 1.00 | 495.00 | 5.00 | 2,475.00 |
| 0022 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,577 | SQYD | 3.00 | 4,731.00 | 2.00 | 3,154.00 | 2.00 | 3,154.00 | 1.40 | 2,207.80 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 56,000.00 | 56,000.00 | 85,000.00 | 85,000.00 | 60,000.00 | 60,000.00 | 80,000.00 | 80,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 110.00 | 1,760.00 | 75.00 | 1,200.00 | 150.00 | 2,400.00 | 80.00 | 1,280.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 648 | LNFT | 65.00 | 42,120.00 | 95.00 | 61,560.00 | 120.00 | 77,760.00 | 80.00 | 51,840.00 |
| 0027 | 804-01-00300 | Precast Concrete Piles (16") | 750 | LNFT | 75.00 | 56,250.00 | 100.00 | 75,000.00 | 140.00 | 105,000.00 | 84.00 | 63,000.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 0.00 | 0.00 | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 100.00 | 200.00 |
| 0029 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 4 | SPAN | 36,000.00 | 144,000.00 | 32,000.00 | 128,000.00 | 40,000.00 | 160,000.00 | 35,000.00 | 140,000.00 |
| 0030 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 3 | SPAN | 33,000.00 | 99,000.00 | 35,000.00 | 105,000.00 | 40,000.00 | 120,000.00 | 36,000.00 | 108,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs 24' CLR RDWY, 90 DEG CROSSING W/O ASPHALT | 3 | EACH | 11,500.00 | 34,500.00 | 10,000.00 | 30,000.00 | 1,000.00 | 3,000.00 | 6,000.00 | 18,000.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs 24' CLR RDWY, 90 DEG CROSSING; CURVED W/O ASPHALT | 1 | EACH | 11,500.00 | 11,500.00 | 10,000.00 | 10,000.00 | 9,000.00 | 9,000.00 | 6,000.00 | 6,000.00 |
| CONTRACTOR TOTAL | 740,584.00 | 786,168.00 | 807,665.00 | 862,548.80 | ||||||||