Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.006131.6 | |
| Parish: Jackson | |
| Routes: | |
| Description: OLIVE GROVE ROAD BRIDGES | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $649,972.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | Ben Allen, Inc. | $549,240.80 |
| 2 | 49864 | Terral Construction L.L.C. | $629,623.20 |
| 3 | 18546 | C W & W Contractors, Inc. | $633,022.57 |
| 4 | 39462 | Jb James Construction Llc | $695,625.50 |
| 5 | 56288 | Guinn Services, LLC | $705,085.50 |
| 6 | 34567 | James Construction Group LLC | $751,721.35 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Ben Allen, Inc. |
- 2 - Terral Construction L.L.C. |
- 3 - C W & W Contractors, Inc. |
- 4 - 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 | 8,000.00 | 8,000.00 | 78,408.00 | 78,408.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 14+99.83; 15.27' X 30.55' TIMBER BRIDGE) | 1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 35+00.14; 16.02' X 27.24' TIMBER BRIDGE) | 1 | EACH | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 21,000.00 | 21,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 0.00 | 0.00 | 30.00 | 600.00 | 10.00 | 200.00 | 15.00 | 300.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 0.00 | 0.00 | 20.00 | 1,200.00 | 25.00 | 1,500.00 | 12.00 | 720.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,864 | LNFT | 2.00 | 3,728.00 | 2.00 | 3,728.00 | 3.00 | 5,592.00 | 3.00 | 5,592.00 |
| 0008 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 542.5 | CUYD | 105.00 | 56,962.50 | 100.00 | 54,250.00 | 125.00 | 67,812.50 | 100.00 | 54,250.00 |
| 0009 | 304-01-00100 | Lime | 8.57 | TON | 330.00 | 2,828.10 | 100.00 | 857.00 | 1.00 | 8.57 | 150.00 | 1,285.50 |
| 0010 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 604 | SQYD | 11.00 | 6,644.00 | 2.00 | 1,208.00 | 1.00 | 604.00 | 1.00 | 604.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 10.00 | 1,000.00 | 100.00 | 10,000.00 | 100.00 | 10,000.00 | 25.00 | 2,500.00 |
| 0012 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 64.4 | CUYD | 105.00 | 6,762.00 | 100.00 | 6,440.00 | 100.00 | 6,440.00 | 100.00 | 6,440.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 421.4 | TON | 158.00 | 66,581.20 | 168.00 | 70,795.20 | 240.00 | 101,136.00 | 155.00 | 65,317.00 |
| 0014 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 50 | LNFT | 120.00 | 6,000.00 | 100.00 | 5,000.00 | 105.00 | 5,250.00 | 126.00 | 6,300.00 |
| 0016 | 701-15-00100 | Concrete Collar | 2 | EACH | 750.00 | 1,500.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | 800.00 | 1,600.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,800.00 | 11,200.00 | 3,000.00 | 12,000.00 | 2,250.00 | 9,000.00 | 2,150.00 | 8,600.00 |
| 0018 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 312 | SQYD | 62.00 | 19,344.00 | 6.00 | 1,872.00 | 75.00 | 23,400.00 | 65.00 | 20,280.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 312 | SQYD | 3.00 | 936.00 | 3.00 | 936.00 | 3.00 | 936.00 | 2.00 | 624.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 0.74 | TON | 1,100.00 | 814.00 | 6,000.00 | 4,440.00 | 1,400.00 | 1,036.00 | 1,500.00 | 1,110.00 |
| 0022 | 717-01-00100 | Seeding | 19 | LB | 20.00 | 380.00 | 400.00 | 7,600.00 | 10.00 | 190.00 | 20.00 | 380.00 |
| 0023 | 718-01-00100 | Fertilizer | 370 | LB | 2.00 | 740.00 | 2.00 | 740.00 | 2.25 | 832.50 | 1.50 | 555.00 |
| 0024 | 726-01-00100 | Bedding Material | 202.2 | CUYD | 85.00 | 17,187.00 | 110.00 | 22,242.00 | 120.00 | 24,264.00 | 100.00 | 20,220.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 55,000.00 | 55,000.00 | 65,000.00 | 65,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | 85.00 | 340.00 | 70.00 | 280.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | 85.00 | 340.00 | 80.00 | 320.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0029 | 804-01-00300 | Precast Concrete Piles (16") | 960 | LNFT | 53.00 | 50,880.00 | 63.00 | 60,480.00 | 78.00 | 74,880.00 | 80.00 | 76,800.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0031 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.07 | CUYD | 1,200.00 | 31,284.00 | 1,400.00 | 36,498.00 | 1,200.00 | 31,284.00 | 1,300.00 | 33,891.00 |
| 0032 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 3 | SPAN | 29,000.00 | 87,000.00 | 25,000.00 | 75,000.00 | 25,000.00 | 75,000.00 | 34,000.00 | 102,000.00 |
| 0033 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 120 | LNFT | 605.00 | 72,600.00 | 470.00 | 56,400.00 | 470.00 | 56,400.00 | 645.00 | 77,400.00 |
| 0034 | 806-01-00100 | Deformed Reinforcing Steel | 2,076 | LB | 2.50 | 5,190.00 | 3.00 | 6,228.00 | 1.00 | 2,076.00 | 0.75 | 1,557.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 | 7,200.00 | 14,400.00 | 7,500.00 | 15,000.00 | 7,800.00 | 15,600.00 |
| CONTRACTOR TOTAL | 549,240.80 | 629,623.20 | 633,022.57 | 695,625.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Services, LLC |
- 6 - James Construction Group LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 26,500.00 | 26,500.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 14+99.83; 15.27' X 30.55' TIMBER BRIDGE) | 1 | EACH | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 35+00.14; 16.02' X 27.24' TIMBER BRIDGE) | 1 | EACH | 3,100.00 | 3,100.00 | 10,000.00 | 10,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 34,000.00 | 34,000.00 | 30,000.00 | 30,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 15.00 | 300.00 | 18.00 | 360.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 12.50 | 750.00 | 21.00 | 1,260.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,864 | LNFT | 2.00 | 3,728.00 | 5.00 | 9,320.00 |
| 0008 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 542.5 | CUYD | 95.00 | 51,537.50 | 145.00 | 78,662.50 |
| 0009 | 304-01-00100 | Lime | 8.57 | TON | 1,000.00 | 8,570.00 | 100.00 | 857.00 |
| 0010 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 604 | SQYD | 18.50 | 11,174.00 | 10.00 | 6,040.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 88.50 | 8,850.00 | 5.00 | 500.00 |
| 0012 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 64.4 | CUYD | 100.00 | 6,440.00 | 90.00 | 5,796.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 421.4 | TON | 205.00 | 86,387.00 | 150.00 | 63,210.00 |
| 0014 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 50 | LNFT | 100.00 | 5,000.00 | 195.00 | 9,750.00 |
| 0016 | 701-15-00100 | Concrete Collar | 2 | EACH | 2,000.00 | 4,000.00 | 1,200.00 | 2,400.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,150.00 | 8,600.00 |
| 0018 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 312 | SQYD | 65.00 | 20,280.00 | 65.00 | 20,280.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 312 | SQYD | 4.00 | 1,248.00 | 3.25 | 1,014.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 3,000.00 | 3,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 0.74 | TON | 1,850.00 | 1,369.00 | 1,500.00 | 1,110.00 |
| 0022 | 717-01-00100 | Seeding | 19 | LB | 20.00 | 380.00 | 20.00 | 380.00 |
| 0023 | 718-01-00100 | Fertilizer | 370 | LB | 1.50 | 555.00 | 1.50 | 555.00 |
| 0024 | 726-01-00100 | Bedding Material | 202.2 | CUYD | 100.00 | 20,220.00 | 97.00 | 19,613.40 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 90,000.00 | 90,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 100.00 | 400.00 | 70.00 | 280.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,500.00 | 8,500.00 | 7,500.00 | 7,500.00 |
| 0029 | 804-01-00300 | Precast Concrete Piles (16") | 960 | LNFT | 72.00 | 69,120.00 | 89.00 | 85,440.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 0031 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.07 | CUYD | 1,500.00 | 39,105.00 | 855.00 | 22,289.85 |
| 0032 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 3 | SPAN | 34,000.00 | 102,000.00 | 42,500.00 | 127,500.00 |
| 0033 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 120 | LNFT | 650.00 | 78,000.00 | 670.00 | 80,400.00 |
| 0034 | 806-01-00100 | Deformed Reinforcing Steel | 2,076 | LB | 2.25 | 4,671.00 | 1.10 | 2,283.60 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 705,085.50 | 751,721.35 | ||||||