Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.009914.6 | |
| Parish: Caddo | |
| Routes: | |
| Description: MORNINGSIDE DRIVE BRIDGE OVER VIRGINIA AVENUE DITCH | |
| Type Const: REMOVAL OF BRIDGE, CLASS II BASE COURSE (STONE), SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, DRAINAGE STRUCTURES, REINFORCED CONCRETE BOX CULVERTS, AND RELATED WORK. | |
| Estimated Construction Cost: $209,855.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 41947 | M & M Enterprises of Bastrop, LLC | $163,054.35 |
| 2 | 28218 | F. J. Burnell, Inc. | $214,270.75 |
| 3 | 40615 | Specialty Trackhoe & Dozer Serv.Inc | $219,725.00 |
| 4 | 36374 | Best-Yet Builders, Llc | $230,934.55 |
| 5 | 56288 | Guinn Services, LLC | $258,419.50 |
| 6 | 49239 | WL Bass Construction Inc. | $285,590.50 |
| 7 | 12135 | Blount Bros. Construction, Inc. | $335,931.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - M & M Enterprises of Bastrop, LLC |
- 2 - F. J. Burnell, Inc. |
- 3 - Specialty Trackhoe & Dozer Serv.Inc |
- 4 - Best-Yet Builders, 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 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 350+00, 17.5'X20'; TIMBER PLANKS & GUARD RAILS, STEEL BEAMS) | 1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-32000 | Removal of Paved Ditches | 144 | SQYD | 6.00 | 864.00 | 8.00 | 1,152.00 | 14.50 | 2,088.00 | 10.00 | 1,440.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 28 | EACH | 0.00 | 0.00 | 10.00 | 280.00 | 10.00 | 280.00 | 10.00 | 280.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 0.00 | 0.00 | 100.00 | 700.00 | 200.00 | 1,400.00 | 200.00 | 1,400.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 350 | LNFT | 1.75 | 612.50 | 2.00 | 700.00 | 2.00 | 700.00 | 2.50 | 875.00 |
| 0008 | 302-01-00700 | Class II Base Course (Stone) | 111.4 | CUYD | 28.00 | 3,119.20 | 75.00 | 8,355.00 | 110.00 | 12,254.00 | 94.70 | 10,549.58 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 14 | CUYD | 20.00 | 280.00 | 100.00 | 1,400.00 | 127.00 | 1,778.00 | 100.00 | 1,400.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 84.8 | TON | 265.00 | 22,472.00 | 150.00 | 12,720.00 | 180.00 | 15,264.00 | 119.65 | 10,146.32 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 14.7 | TON | 165.00 | 2,425.50 | 175.00 | 2,572.50 | 200.00 | 2,940.00 | 122.00 | 1,793.40 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 15 | LNFT | 50.00 | 750.00 | 75.00 | 1,125.00 | 86.00 | 1,290.00 | 74.35 | 1,115.25 |
| 0013 | 701-10-01000 | Reinforced Concrete Pipe (Extension) (12") | 55 | LNFT | 25.00 | 1,375.00 | 50.00 | 2,750.00 | 37.00 | 2,035.00 | 30.25 | 1,663.75 |
| 0014 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 15 | LNFT | 30.00 | 450.00 | 70.00 | 1,050.00 | 80.00 | 1,200.00 | 44.15 | 662.25 |
| 0015 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 10 | LNFT | 95.00 | 950.00 | 300.00 | 3,000.00 | 237.00 | 2,370.00 | 158.50 | 1,585.00 |
| 0016 | 701-15-00100 | Concrete Collar | 1 | EACH | 700.00 | 700.00 | 750.00 | 750.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 |
| 0017 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | 4,300.00 | 4,300.00 | 2,000.00 | 2,000.00 |
| 0018 | 706-02-00200 | Concrete Drive (6" Thick) | 22 | SQYD | 50.00 | 1,100.00 | 60.00 | 1,320.00 | 75.00 | 1,650.00 | 100.00 | 2,200.00 |
| 0019 | 712-01-00300 | Concrete Cast-in-Place Revetment (6" Thick) | 22 | SQYD | 60.00 | 1,320.00 | 100.00 | 2,200.00 | 75.00 | 1,650.00 | 100.00 | 2,200.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 3,000.00 | 300.00 | 5,000.00 | 500.00 | 5,000.00 | 500.00 | 12,500.00 | 1,250.00 |
| 0022 | 717-01-00100 | Seeding | 2 | LB | 30.00 | 60.00 | 100.00 | 200.00 | 50.00 | 100.00 | 50.00 | 100.00 |
| 0023 | 718-01-00100 | Fertilizer | 30 | LB | 5.00 | 150.00 | 10.00 | 300.00 | 2.00 | 60.00 | 2.00 | 60.00 |
| 0024 | 726-01-00100 | Bedding Material | 101 | CUYD | 90.00 | 9,090.00 | 125.00 | 12,625.00 | 80.00 | 8,080.00 | 75.00 | 7,575.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 10,750.00 | 10,750.00 | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 90.00 | 360.00 | 100.00 | 400.00 | 175.00 | 700.00 | 120.00 | 480.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 | 7,500.00 | 7,500.00 |
| 0028 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 34.32 | CUYD | 920.00 | 31,574.40 | 1,250.00 | 42,900.00 | 1,200.00 | 41,184.00 | 650.00 | 22,308.00 |
| 0029 | 805-12-04000 | Reinforced Concrete Box Culverts (7' x 7') | 88 | LNFT | 500.00 | 44,000.00 | 540.00 | 47,520.00 | 750.00 | 66,000.00 | 775.00 | 68,200.00 |
| 0030 | 806-01-00100 | Deformed Reinforcing Steel | 2,401 | LB | 1.75 | 4,201.75 | 1.25 | 3,001.25 | 2.00 | 4,802.00 | 1.00 | 2,401.00 |
| 0031 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 75 | INLF | 2.00 | 150.00 | 10.00 | 750.00 | 8.00 | 600.00 | 10.00 | 750.00 |
| CONTRACTOR TOTAL | 163,054.35 | 214,270.75 | 219,725.00 | 230,934.55 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Services, LLC |
- 6 - WL Bass Construction Inc. |
- 7 - Blount Bros. Construction, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 350+00, 17.5'X20'; TIMBER PLANKS & GUARD RAILS, STEEL BEAMS) | 1 | EACH | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-02-32000 | Removal of Paved Ditches | 144 | SQYD | 40.00 | 5,760.00 | 25.00 | 3,600.00 | 50.00 | 7,200.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 28 | EACH | 20.00 | 560.00 | 1.00 | 28.00 | 30.00 | 840.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 100.00 | 700.00 | 1.00 | 7.00 | 300.00 | 2,100.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 350 | LNFT | 2.00 | 700.00 | 1.00 | 350.00 | 6.00 | 2,100.00 |
| 0008 | 302-01-00700 | Class II Base Course (Stone) | 111.4 | CUYD | 85.00 | 9,469.00 | 150.00 | 16,710.00 | 120.00 | 13,368.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 14 | CUYD | 100.00 | 1,400.00 | 150.00 | 2,100.00 | 100.00 | 1,400.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 84.8 | TON | 250.00 | 21,200.00 | 225.00 | 19,080.00 | 250.00 | 21,200.00 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 14.7 | TON | 300.00 | 4,410.00 | 225.00 | 3,307.50 | 250.00 | 3,675.00 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 15 | LNFT | 70.00 | 1,050.00 | 75.00 | 1,125.00 | 80.00 | 1,200.00 |
| 0013 | 701-10-01000 | Reinforced Concrete Pipe (Extension) (12") | 55 | LNFT | 80.00 | 4,400.00 | 75.00 | 4,125.00 | 70.00 | 3,850.00 |
| 0014 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 15 | LNFT | 175.00 | 2,625.00 | 75.00 | 1,125.00 | 75.00 | 1,125.00 |
| 0015 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 10 | LNFT | 285.00 | 2,850.00 | 225.00 | 2,250.00 | 300.00 | 3,000.00 |
| 0016 | 701-15-00100 | Concrete Collar | 1 | EACH | 1,200.00 | 1,200.00 | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 |
| 0017 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 | 8,000.00 | 8,000.00 |
| 0018 | 706-02-00200 | Concrete Drive (6" Thick) | 22 | SQYD | 100.00 | 2,200.00 | 150.00 | 3,300.00 | 70.00 | 1,540.00 |
| 0019 | 712-01-00300 | Concrete Cast-in-Place Revetment (6" Thick) | 22 | SQYD | 350.00 | 7,700.00 | 150.00 | 3,300.00 | 150.00 | 3,300.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 5,500.00 | 5,500.00 | 10,000.00 | 10,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 10,000.00 | 1,000.00 | 10,000.00 | 1,000.00 | 15,000.00 | 1,500.00 |
| 0022 | 717-01-00100 | Seeding | 2 | LB | 85.00 | 170.00 | 125.00 | 250.00 | 100.00 | 200.00 |
| 0023 | 718-01-00100 | Fertilizer | 30 | LB | 5.00 | 150.00 | 10.00 | 300.00 | 20.00 | 600.00 |
| 0024 | 726-01-00100 | Bedding Material | 101 | CUYD | 100.00 | 10,100.00 | 1.00 | 101.00 | 100.00 | 10,100.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 28,000.00 | 28,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 150.00 | 600.00 | 75.00 | 300.00 | 200.00 | 800.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,500.00 | 5,500.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0028 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 34.32 | CUYD | 1,400.00 | 48,048.00 | 1,500.00 | 51,480.00 | 1,500.00 | 51,480.00 |
| 0029 | 805-12-04000 | Reinforced Concrete Box Culverts (7' x 7') | 88 | LNFT | 625.00 | 55,000.00 | 1,100.00 | 96,800.00 | 800.00 | 70,400.00 |
| 0030 | 806-01-00100 | Deformed Reinforcing Steel | 2,401 | LB | 2.50 | 6,002.50 | 2.00 | 4,802.00 | 3.00 | 7,203.00 |
| 0031 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 75 | INLF | 15.00 | 1,125.00 | 2.00 | 150.00 | 10.00 | 750.00 |
| CONTRACTOR TOTAL | 258,419.50 | 285,590.50 | 335,931.00 | |||||||