Bid Tabulations
Letting of
08/25/2010
LA DOTD Headquarters
| Lead Project: 713-60-0011 | |
| Parish: Webster | |
| Routes: | |
| Description: NORTH GILES STREET BRIDGE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $349,138.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 40615 | Specialty Trackhoe & Dozer Serv.Inc | $287,787.00 |
| 2 | 48925 | David V. Temple | $299,264.40 |
| 3 | 12135 | Blount Bros. Construction, Inc. | $320,309.00 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $329,845.50 |
| 5 | 18546 | C W & W Contractors, Inc. | $349,097.00 |
| 6 | 49239 | W L Bass Construction Inc. | $373,109.00 |
| 7 | 43371 | RMD Holdings Ltd | $389,688.24 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Specialty Trackhoe & Dozer Serv.Inc |
- 2 - David V. Temple |
- 3 - Blount Bros. Construction, Inc. |
- 4 - Cecil D. Gassiott, 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 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+00; 21.86'X23.7' TIMBER BRIDGE) | 1 | EACH | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 11,500.00 | 11,500.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 282 | SQYD | 7.00 | 1,974.00 | 50.00 | 14,100.00 | 10.00 | 2,820.00 | 5.00 | 1,410.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 160.00 | 320.00 | 550.00 | 1,100.00 | 150.00 | 300.00 | 25.00 | 50.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 200 | LNFT | 2.50 | 500.00 | 5.50 | 1,100.00 | 3.00 | 600.00 | 2.00 | 400.00 |
| 0007 | 302-01-00700 | Class II Base Course (Stone) | 69.8 | CUYD | 100.00 | 6,980.00 | 25.00 | 1,745.00 | 100.00 | 6,980.00 | 130.00 | 9,074.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 128.00 | 1,536.00 | 150.00 | 1,800.00 | 70.00 | 840.00 | 175.00 | 2,100.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 10 | CUYD | 105.00 | 1,050.00 | 150.00 | 1,500.00 | 70.00 | 700.00 | 85.00 | 850.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 54.5 | TON | 175.00 | 9,537.50 | 330.00 | 17,985.00 | 200.00 | 10,900.00 | 450.00 | 24,525.00 |
| 0011 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 98 | LNFT | 56.00 | 5,488.00 | 36.00 | 3,528.00 | 80.00 | 7,840.00 | 64.00 | 6,272.00 |
| 0012 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 6 | LNFT | 130.00 | 780.00 | 50.00 | 300.00 | 150.00 | 900.00 | 200.00 | 1,200.00 |
| 0013 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 4,000.00 | 8,000.00 | 3,000.00 | 6,000.00 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 60 | LNFT | 60.00 | 3,600.00 | 125.00 | 7,500.00 | 120.00 | 7,200.00 | 120.00 | 7,200.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 25 | LNFT | 22.00 | 550.00 | 25.00 | 625.00 | 35.00 | 875.00 | 25.00 | 625.00 |
| 0016 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 6.3 | LNFT | 125.00 | 787.50 | 80.00 | 504.00 | 120.00 | 756.00 | 75.00 | 472.50 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,400.00 | 2,400.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 2,500.00 | 2,500.00 |
| 0018 | 706-02-00200 | Concrete Drive (6" Thick) | 61.4 | SQYD | 95.00 | 5,833.00 | 45.00 | 2,763.00 | 80.00 | 4,912.00 | 55.00 | 3,377.00 |
| 0019 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 150 | SQYD | 60.00 | 9,000.00 | 95.00 | 14,250.00 | 60.00 | 9,000.00 | 55.00 | 8,250.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 150 | SQYD | 1.00 | 150.00 | 3.50 | 525.00 | 3.00 | 450.00 | 4.00 | 600.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 3,500.00 | 350.00 | 5,500.00 | 550.00 | 2,000.00 | 200.00 | 1,500.00 | 150.00 |
| 0023 | 717-01-00100 | Seeding | 2 | LB | 20.00 | 40.00 | 110.00 | 220.00 | 50.00 | 100.00 | 10.00 | 20.00 |
| 0024 | 718-01-00100 | Fertilizer | 30 | LB | 5.00 | 150.00 | 11.00 | 330.00 | 10.00 | 300.00 | 1.00 | 30.00 |
| 0025 | 726-01-00100 | Bedding Material | 130.8 | CUYD | 100.00 | 13,080.00 | 50.00 | 6,540.00 | 100.00 | 13,080.00 | 110.00 | 14,388.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 33,000.00 | 33,000.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | 200.00 | 800.00 | 75.00 | 300.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 59.6 | CUYD | 875.00 | 52,150.00 | 1,000.00 | 59,600.00 | 1,000.00 | 59,600.00 | 1,000.00 | 59,600.00 |
| 0031 | 805-12-07000 | Reinforced Concrete Box Culverts (10' x 10') | 87.2 | LNFT | 1,085.00 | 94,612.00 | 1,050.00 | 91,560.00 | 1,000.00 | 87,200.00 | 1,150.00 | 100,280.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 5,388 | LB | 1.75 | 9,429.00 | 1.30 | 7,004.40 | 2.00 | 10,776.00 | 1.50 | 8,082.00 |
| 0033 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 59 | INLF | 10.00 | 590.00 | 5.00 | 295.00 | 20.00 | 1,180.00 | 10.00 | 590.00 |
| CONTRACTOR TOTAL | 287,787.00 | 299,264.40 | 320,309.00 | 329,845.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - C W & W Contractors, Inc. |
- 6 - W L Bass Construction Inc. |
- 7 - RMD Holdings Ltd |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 7,504.80 | 7,504.80 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+00; 21.86'X23.7' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 9,491.92 | 9,491.92 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 282 | SQYD | 10.00 | 2,820.00 | 5.00 | 1,410.00 | 7.52 | 2,119.68 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 32,615.20 | 32,615.20 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 125.00 | 250.00 | 0.00 | 0.00 | 165.20 | 330.40 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 200 | LNFT | 3.00 | 600.00 | 0.00 | 0.00 | 4.25 | 849.60 |
| 0007 | 302-01-00700 | Class II Base Course (Stone) | 69.8 | CUYD | 100.00 | 6,980.00 | 125.00 | 8,725.00 | 109.43 | 7,638.44 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 100.00 | 1,200.00 | 90.00 | 1,080.00 | 109.43 | 1,313.20 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 10 | CUYD | 100.00 | 1,000.00 | 85.00 | 850.00 | 109.43 | 1,094.33 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 54.5 | TON | 250.00 | 13,625.00 | 145.00 | 7,902.50 | 266.43 | 14,520.55 |
| 0011 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 98 | LNFT | 60.00 | 5,880.00 | 40.00 | 3,920.00 | 67.98 | 6,662.02 |
| 0012 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 6 | LNFT | 160.00 | 960.00 | 75.00 | 450.00 | 301.93 | 1,811.56 |
| 0013 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 4,500.00 | 9,000.00 | 3,000.00 | 6,000.00 | 4,075.72 | 8,151.44 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 60 | LNFT | 140.00 | 8,400.00 | 50.00 | 3,000.00 | 35.40 | 2,124.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 25 | LNFT | 30.00 | 750.00 | 20.00 | 500.00 | 29.50 | 737.50 |
| 0016 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 6.3 | LNFT | 100.00 | 630.00 | 75.00 | 472.50 | 132.16 | 832.61 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 2,655.00 | 2,655.00 |
| 0018 | 706-02-00200 | Concrete Drive (6" Thick) | 61.4 | SQYD | 100.00 | 6,140.00 | 90.00 | 5,526.00 | 70.80 | 4,347.12 |
| 0019 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 150 | SQYD | 100.00 | 15,000.00 | 85.00 | 12,750.00 | 106.86 | 16,029.12 |
| 0020 | 711-04-00100 | Geotextile Fabric | 150 | SQYD | 3.00 | 450.00 | 2.00 | 300.00 | 2.07 | 309.75 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 9,180.40 | 9,180.40 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 5,000.00 | 500.00 | 2,000.00 | 200.00 | 1,938.21 | 193.82 |
| 0023 | 717-01-00100 | Seeding | 2 | LB | 100.00 | 200.00 | 5.00 | 10.00 | 23.60 | 47.20 |
| 0024 | 718-01-00100 | Fertilizer | 30 | LB | 5.00 | 150.00 | 2.00 | 60.00 | 2.95 | 88.50 |
| 0025 | 726-01-00100 | Bedding Material | 130.8 | CUYD | 100.00 | 13,080.00 | 85.00 | 11,118.00 | 182.02 | 23,807.56 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 80,000.00 | 80,000.00 | 52,390.48 | 52,390.48 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 75.00 | 300.00 | 93.31 | 373.26 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 5,180.20 | 5,180.20 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 59.6 | CUYD | 1,000.00 | 59,600.00 | 1,100.00 | 65,560.00 | 1,274.49 | 75,959.84 |
| 0031 | 805-12-07000 | Reinforced Concrete Box Culverts (10' x 10') | 87.2 | LNFT | 1,000.00 | 87,200.00 | 1,200.00 | 104,640.00 | 922.61 | 80,451.30 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 5,388 | LB | 3.00 | 16,164.00 | 2.00 | 10,776.00 | 3.86 | 20,790.14 |
| 0033 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 59 | INLF | 2.00 | 118.00 | 1.00 | 59.00 | 1.48 | 87.30 |
| CONTRACTOR TOTAL | 349,097.00 | 373,109.00 | 389,688.24 | |||||||