Bid Tabulations
Letting of
09/22/2010
LA DOTD Headquarters
| Lead Project: 713-16-0111 | |
| Parish: Desoto | |
| Routes: | |
| Description: REDDIX ROAD BRIDGE AND HUNTER ROAD BRIDGE | |
| Type Const: GRADING, REMOVAL OF BRIDGE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, CONCRETE BOX CULVERT AND RELATED WORK. | |
| Estimated Construction Cost: $559,330.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48925 | David V. Temple | $469,217.30 |
| 2 | 18546 | C W & W Contractors, Inc. | $517,670.50 |
| 3 | 49239 | W L Bass Construction Inc. | $518,939.25 |
| 4 | 09090 | Guinn Brothers, LLC. | $521,388.00 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $593,027.00 |
| 6 | 12135 | Blount Bros. Construction, Inc. | $655,015.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - David V. Temple |
- 2 - C W & W Contractors, Inc. |
- 3 - W L Bass Construction Inc. |
- 4 - Guinn Brothers, 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 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-00010 | Removal of (96'" X 35' TANK CAR CULVERT) | 1 | EACH | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 15+10; 20'X20' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 16.50 | 264.00 | 10.00 | 160.00 | 0.00 | 0.00 | 10.00 | 160.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 46 | LNFT | 15.00 | 690.00 | 10.00 | 460.00 | 0.00 | 0.00 | 1.00 | 46.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 220.00 | 880.00 | 125.00 | 500.00 | 0.00 | 0.00 | 100.00 | 400.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,456 | LNFT | 3.30 | 4,804.80 | 3.00 | 4,368.00 | 0.00 | 0.00 | 1.00 | 1,456.00 |
| 0009 | 302-01-00100 | Class II Base Course | 222 | CUYD | 50.00 | 11,100.00 | 100.00 | 22,200.00 | 125.00 | 27,750.00 | 100.00 | 22,200.00 |
| 0010 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 47.5 | CUYD | 200.00 | 9,500.00 | 100.00 | 4,750.00 | 80.00 | 3,800.00 | 100.00 | 4,750.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 172.9 | TON | 200.00 | 34,580.00 | 200.00 | 34,580.00 | 225.00 | 38,902.50 | 200.00 | 34,580.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 62.00 | 6,200.00 | 75.00 | 7,500.00 | 60.00 | 6,000.00 | 60.00 | 6,000.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 33.00 | 3,300.00 | 40.00 | 4,000.00 | 35.00 | 3,500.00 | 33.00 | 3,300.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 273 | SQYD | 85.00 | 23,205.00 | 90.00 | 24,570.00 | 85.00 | 23,205.00 | 75.00 | 20,475.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 123 | SQYD | 95.00 | 11,685.00 | 90.00 | 11,070.00 | 85.00 | 10,455.00 | 95.00 | 11,685.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 396 | SQYD | 3.75 | 1,485.00 | 3.00 | 1,188.00 | 2.00 | 792.00 | 5.00 | 1,980.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 7,200.00 | 7,200.00 | 16,000.00 | 16,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 1,200.00 | 1,440.00 | 3,000.00 | 3,600.00 | 2,000.00 | 2,400.00 | 2,000.00 | 2,400.00 |
| 0019 | 717-01-00100 | Seeding | 27 | LB | 27.50 | 742.50 | 50.00 | 1,350.00 | 20.00 | 540.00 | 15.00 | 405.00 |
| 0020 | 718-01-00100 | Fertilizer | 610 | LB | 2.20 | 1,342.00 | 3.00 | 1,830.00 | 2.00 | 1,220.00 | 1.00 | 610.00 |
| 0021 | 726-01-00100 | Bedding Material | 133.9 | CUYD | 50.00 | 6,695.00 | 125.00 | 16,737.50 | 100.00 | 13,390.00 | 90.00 | 12,051.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 68,000.00 | 68,000.00 | 60,000.00 | 60,000.00 |
| 0023 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 77.00 | 308.00 | 100.00 | 400.00 | 75.00 | 300.00 | 100.00 | 400.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 82.50 | 660.00 | 100.00 | 800.00 | 75.00 | 600.00 | 100.00 | 800.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 444 | LNFT | 50.00 | 22,200.00 | 180.00 | 79,920.00 | 160.00 | 71,040.00 | 70.00 | 31,080.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0028 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.07 | CUYD | 1,200.00 | 31,284.00 | 1,200.00 | 31,284.00 | 1,325.00 | 34,542.75 | 1,500.00 | 39,105.00 |
| 0029 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 32,500.00 | 97,500.00 | 25,000.00 | 75,000.00 | 30,200.00 | 90,600.00 | 32,000.00 | 96,000.00 |
| 0030 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 126 | LNFT | 700.00 | 88,200.00 | 625.00 | 78,750.00 | 405.00 | 51,030.00 | 765.00 | 96,390.00 |
| 0031 | 806-01-00100 | Deformed Reinforcing Steel | 2,076 | LB | 2.00 | 4,152.00 | 2.00 | 4,152.00 | 2.25 | 4,671.00 | 1.50 | 3,114.00 |
| CONTRACTOR TOTAL | 469,217.30 | 517,670.50 | 518,939.25 | 521,388.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - Blount Bros. Construction, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-00010 | Removal of (96'" X 35' TANK CAR CULVERT) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 15+10; 20'X20' TIMBER BRIDGE) | 1 | EACH | 11,000.00 | 11,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 8.00 | 128.00 | 20.00 | 320.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 46 | LNFT | 25.00 | 1,150.00 | 25.00 | 1,150.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 200.00 | 800.00 | 225.00 | 900.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,456 | LNFT | 2.75 | 4,004.00 | 4.00 | 5,824.00 |
| 0009 | 302-01-00100 | Class II Base Course | 222 | CUYD | 120.00 | 26,640.00 | 113.00 | 25,086.00 |
| 0010 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 47.5 | CUYD | 130.00 | 6,175.00 | 125.00 | 5,937.50 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 172.9 | TON | 250.00 | 43,225.00 | 225.00 | 38,902.50 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 98.00 | 9,800.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 55.00 | 5,500.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 273 | SQYD | 95.00 | 25,935.00 | 105.00 | 28,665.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 123 | SQYD | 115.00 | 14,145.00 | 125.00 | 15,375.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 396 | SQYD | 3.00 | 1,188.00 | 4.00 | 1,584.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 1,200.00 | 1,440.00 | 1,300.00 | 1,560.00 |
| 0019 | 717-01-00100 | Seeding | 27 | LB | 11.00 | 297.00 | 35.00 | 945.00 |
| 0020 | 718-01-00100 | Fertilizer | 610 | LB | 1.20 | 732.00 | 2.50 | 1,525.00 |
| 0021 | 726-01-00100 | Bedding Material | 133.9 | CUYD | 110.00 | 14,729.00 | 110.00 | 14,729.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 |
| 0023 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 85.00 | 340.00 | 75.00 | 300.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 85.00 | 680.00 | 150.00 | 1,200.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 444 | LNFT | 100.00 | 44,400.00 | 150.00 | 66,600.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 0028 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.07 | CUYD | 1,500.00 | 39,105.00 | 1,200.00 | 31,284.00 |
| 0029 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 35,000.00 | 105,000.00 | 45,000.00 | 135,000.00 |
| 0030 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 126 | LNFT | 800.00 | 100,800.00 | 850.00 | 107,100.00 |
| 0031 | 806-01-00100 | Deformed Reinforcing Steel | 2,076 | LB | 1.50 | 3,114.00 | 3.00 | 6,228.00 |
| CONTRACTOR TOTAL | 593,027.00 | 655,015.00 | ||||||