Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.006368.6 | |
| Parish: West Carroll | |
| Routes: | |
| Description: ROUNDHILL ROAD AND MITCHINER ROAD BRIDGES | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $762,151.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | Ben Allen, Inc. | $646,242.80 |
| 2 | 49864 | Terral Construction L.L.C. | $689,282.51 |
| 3 | 18546 | C W & W Contractors, Inc. | $775,680.50 |
| 4 | 39462 | Jb James Construction Llc | $853,437.00 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $893,293.10 |
| 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 | 10,000.00 | 10,000.00 | 60,000.00 | 60,000.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 14+99.46, 23.91' X 96.65' TIMBER BRIDGE) | 1 | EACH | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 | 14,000.00 | 14,000.00 | 22,000.00 | 22,000.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (8.0' DIA. X 44.0' LONG METAL PIPE) | 44 | LNFT | 120.00 | 5,280.00 | 100.00 | 4,400.00 | 45.00 | 1,980.00 | 58.00 | 2,552.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 42,000.00 | 42,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 11 | EACH | 0.00 | 0.00 | 60.00 | 660.00 | 15.00 | 165.00 | 20.00 | 220.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 0.00 | 0.00 | 400.00 | 1,600.00 | 100.00 | 400.00 | 250.00 | 1,000.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,047 | LNFT | 2.00 | 2,094.00 | 2.00 | 2,094.00 | 2.00 | 2,094.00 | 3.00 | 3,141.00 |
| 0008 | 302-01-00100 | Class II Base Course | 254.1 | CUYD | 108.00 | 27,442.80 | 100.00 | 25,410.00 | 125.00 | 31,762.50 | 100.00 | 25,410.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 21 | CUYD | 108.00 | 2,268.00 | 100.00 | 2,100.00 | 125.00 | 2,625.00 | 110.00 | 2,310.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 10.00 | 1,000.00 | 100.00 | 10,000.00 | 125.00 | 12,500.00 | 25.00 | 2,500.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 197.8 | TON | 160.00 | 31,648.00 | 240.00 | 47,472.00 | 315.00 | 62,307.00 | 210.00 | 41,538.00 |
| 0012 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 240 | LNFT | 60.00 | 14,400.00 | 35.00 | 8,400.00 | 60.00 | 14,400.00 | 65.00 | 15,600.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,000.00 | 12,000.00 | 3,000.00 | 12,000.00 | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 475 | LNFT | 12.00 | 5,700.00 | 3.00 | 1,425.00 | 10.00 | 4,750.00 | 12.00 | 5,700.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 398 | SQYD | 63.00 | 25,074.00 | 60.00 | 23,880.00 | 75.00 | 29,850.00 | 67.00 | 26,666.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 398 | SQYD | 3.00 | 1,194.00 | 3.00 | 1,194.00 | 3.00 | 1,194.00 | 4.00 | 1,592.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 0.54 | TON | 1,100.00 | 594.00 | 4,000.00 | 2,160.00 | 2,000.00 | 1,080.00 | 1,500.00 | 810.00 |
| 0019 | 717-01-00100 | Seeding | 14 | LB | 20.00 | 280.00 | 100.00 | 1,400.00 | 20.00 | 280.00 | 20.00 | 280.00 |
| 0020 | 718-01-00100 | Fertilizer | 270 | LB | 2.00 | 540.00 | 3.00 | 810.00 | 3.00 | 810.00 | 3.00 | 810.00 |
| 0021 | 726-01-00100 | Bedding Material | 118.8 | CUYD | 85.00 | 10,098.00 | 200.00 | 23,760.00 | 125.00 | 14,850.00 | 70.00 | 8,316.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 38,000.00 | 38,000.00 | 24,000.00 | 24,000.00 | 55,000.00 | 55,000.00 | 84,000.00 | 84,000.00 |
| 0023 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | 85.00 | 340.00 | 75.00 | 300.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | 85.00 | 340.00 | 85.00 | 340.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 1,736 | LNFT | 53.00 | 92,008.00 | 60.00 | 104,160.00 | 82.00 | 142,352.00 | 70.00 | 121,520.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0028 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 1,500.00 | 6,000.00 | 1.00 | 4.00 | 500.00 | 2,000.00 | 900.00 | 3,600.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 44.49 | CUYD | 1,200.00 | 53,388.00 | 899.00 | 39,996.51 | 1,200.00 | 53,388.00 | 1,000.00 | 44,490.00 |
| 0030 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 28,000.00 | 168,000.00 | 25,000.00 | 150,000.00 | 27,500.00 | 165,000.00 | 33,000.00 | 198,000.00 |
| 0031 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 76 | LNFT | 960.00 | 72,960.00 | 789.00 | 59,964.00 | 785.00 | 59,660.00 | 900.00 | 68,400.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 3,072 | LB | 2.00 | 6,144.00 | 2.00 | 6,144.00 | 1.00 | 3,072.00 | 1.00 | 3,072.00 |
| 0033 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 170 | INLF | 5.00 | 850.00 | 6.00 | 1,020.00 | 4.00 | 680.00 | 1.00 | 170.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,500.00 | 19,000.00 | 7,200.00 | 14,400.00 | 7,500.00 | 15,000.00 | 6,500.00 | 13,000.00 |
| 0035 | NS-804-00001 | Vibration Monitoring (W/ PRE SURVEY) | 28 | EACH | 200.00 | 5,600.00 | 1.00 | 28.00 | 500.00 | 14,000.00 | 500.00 | 14,000.00 |
| CONTRACTOR TOTAL | 646,242.80 | 689,282.51 | 775,680.50 | 853,437.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 14+99.46, 23.91' X 96.65' TIMBER BRIDGE) | 1 | EACH | 25,000.00 | 25,000.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (8.0' DIA. X 44.0' LONG METAL PIPE) | 44 | LNFT | 40.00 | 1,760.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 36,500.00 | 36,500.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 11 | EACH | 22.00 | 242.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 275.00 | 1,100.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,047 | LNFT | 3.50 | 3,664.50 |
| 0008 | 302-01-00100 | Class II Base Course | 254.1 | CUYD | 100.00 | 25,410.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 21 | CUYD | 100.00 | 2,100.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 100.00 | 10,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 197.8 | TON | 267.00 | 52,812.60 |
| 0012 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 240 | LNFT | 78.00 | 18,720.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,750.00 | 11,000.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 475 | LNFT | 15.00 | 7,125.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 398 | SQYD | 100.00 | 39,800.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 398 | SQYD | 4.00 | 1,592.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,500.00 | 11,500.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 0.54 | TON | 1,650.00 | 891.00 |
| 0019 | 717-01-00100 | Seeding | 14 | LB | 22.00 | 308.00 |
| 0020 | 718-01-00100 | Fertilizer | 270 | LB | 3.00 | 810.00 |
| 0021 | 726-01-00100 | Bedding Material | 118.8 | CUYD | 110.00 | 13,068.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0023 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 100.00 | 400.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 1,736 | LNFT | 60.00 | 104,160.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 5,000.00 | 5,000.00 |
| 0028 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 3,500.00 | 14,000.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 44.49 | CUYD | 1,000.00 | 44,490.00 |
| 0030 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 30,834.00 | 185,004.00 |
| 0031 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 76 | LNFT | 1,200.00 | 91,200.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 3,072 | LB | 3.00 | 9,216.00 |
| 0033 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 170 | INLF | 6.00 | 1,020.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 |
| 0035 | NS-804-00001 | Vibration Monitoring (W/ PRE SURVEY) | 28 | EACH | 2,500.00 | 70,000.00 |
| CONTRACTOR TOTAL | 893,293.10 | |||||