Bid Tabulations
Letting of
06/15/2011
LA DOTD Headquarters
| Lead Project: 713-52-0104 | |
| Parish: St. Tammany | |
| Routes: | |
| Description: FITZGERALD CHURCH ROAD BRIDGE | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK | |
| Estimated Construction Cost: $405,385.60 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $386,489.30 |
| 2 | 55564 | Coastal Industries Llc | $451,291.90 |
| 3 | 51413 | Iverstine & Campbell LLC | $459,449.70 |
| 4 | 39462 | Jb James Construction Llc | $514,139.50 |
| 5 | 52550 | Gibbs & Register Inc | $585,479.50 |
| 6 | 12069 | B & K Construction Co. | $596,659.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - Coastal Industries Llc |
- 3 - Iverstine & Campbell LLC |
- 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 | 15,000.00 | 15,000.00 | 2,223.00 | 2,223.00 | 70,000.00 | 70,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 4,000.00 | 4,000.00 | 8,500.00 | 8,500.00 | 250.00 | 250.00 | 3,000.00 | 3,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+18.87;26' X 40' TIMBER BRIDGE) | 1 | EACH | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 7,125.00 | 7,125.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 825.7 | SQYD | 4.00 | 3,302.80 | 7.00 | 5,779.90 | 5.00 | 4,128.50 | 5.00 | 4,128.50 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 28,000.00 | 28,000.00 | 25,000.00 | 25,000.00 | 18,250.00 | 18,250.00 | 50,000.00 | 50,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 15 | EACH | 10.00 | 150.00 | 15.00 | 225.00 | 25.00 | 375.00 | 12.00 | 180.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 180 | LNFT | 0.00 | 0.00 | 15.00 | 2,700.00 | 15.00 | 2,700.00 | 15.00 | 2,700.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 3 | EACH | 100.00 | 300.00 | 175.00 | 525.00 | 186.00 | 558.00 | 120.00 | 360.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 760 | LNFT | 3.00 | 2,280.00 | 2.50 | 1,900.00 | 2.50 | 1,900.00 | 2.00 | 1,520.00 |
| 0010 | 302-01-00100 | Class II Base Course | 235.3 | CUYD | 85.00 | 20,000.50 | 100.00 | 23,530.00 | 99.00 | 23,294.70 | 80.00 | 18,824.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 11 | CUYD | 100.00 | 1,100.00 | 40.00 | 440.00 | 105.00 | 1,155.00 | 100.00 | 1,100.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 184.3 | TON | 200.00 | 36,860.00 | 170.00 | 31,331.00 | 272.00 | 50,129.60 | 200.00 | 36,860.00 |
| 0013 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 22.00 | 1,100.00 | 18.00 | 900.00 | 22.50 | 1,125.00 | 18.00 | 900.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 | 70.00 | 7,000.00 | 80.30 | 8,030.00 | 60.00 | 6,000.00 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,250.00 | 9,000.00 | 2,409.00 | 9,636.00 | 2,000.00 | 8,000.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 316 | SQYD | 80.00 | 25,280.00 | 60.00 | 18,960.00 | 101.50 | 32,074.00 | 65.00 | 20,540.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 316 | SQYD | 5.00 | 1,580.00 | 3.00 | 948.00 | 2.50 | 790.00 | 2.00 | 632.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 7,657.00 | 7,657.00 | 20,000.00 | 20,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.8 | TON | 1,500.00 | 1,200.00 | 900.00 | 720.00 | 988.00 | 790.40 | 1,500.00 | 1,200.00 |
| 0020 | 717-01-00100 | Seeding | 17 | LB | 15.00 | 255.00 | 15.00 | 255.00 | 12.50 | 212.50 | 15.00 | 255.00 |
| 0021 | 718-01-00100 | Fertilizer | 380 | LB | 1.00 | 380.00 | 2.10 | 798.00 | 1.30 | 494.00 | 1.00 | 380.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 24,083.00 | 24,083.00 | 50,000.00 | 50,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 95.00 | 380.00 | 93.00 | 372.00 | 80.00 | 320.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 | 4,125.00 | 4,125.00 | 8,000.00 | 8,000.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (14") | 855 | LNFT | 60.00 | 51,300.00 | 60.00 | 51,300.00 | 91.00 | 77,805.00 | 68.00 | 58,140.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 6,175.00 | 6,175.00 | 100.00 | 100.00 |
| 0027 | 805-10-02360 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Precast) | 4 | SPAN | 30,000.00 | 120,000.00 | 35,000.00 | 140,000.00 | 37,693.00 | 150,772.00 | 32,000.00 | 128,000.00 |
| 0028 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90DEG CROSSING) | 2 | EACH | 10,000.00 | 20,000.00 | 12,000.00 | 24,000.00 | 11,610.00 | 23,220.00 | 6,500.00 | 13,000.00 |
| CONTRACTOR TOTAL | 386,489.30 | 451,291.90 | 459,449.70 | 514,139.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gibbs & Register Inc |
- 6 - B & K Construction Co. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100.00 | 100.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+18.87;26' X 40' TIMBER BRIDGE) | 1 | EACH | 64,800.00 | 64,800.00 | 61,500.00 | 61,500.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 825.7 | SQYD | 10.00 | 8,257.00 | 12.00 | 9,908.40 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 6,000.00 | 6,000.00 | 40,000.00 | 40,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 15 | EACH | 25.00 | 375.00 | 50.00 | 750.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 180 | LNFT | 10.00 | 1,800.00 | 12.00 | 2,160.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 3 | EACH | 200.00 | 600.00 | 200.00 | 600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 760 | LNFT | 2.00 | 1,520.00 | 3.00 | 2,280.00 |
| 0010 | 302-01-00100 | Class II Base Course | 235.3 | CUYD | 85.00 | 20,000.50 | 70.00 | 16,471.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 11 | CUYD | 250.00 | 2,750.00 | 100.00 | 1,100.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 184.3 | TON | 200.00 | 36,860.00 | 190.00 | 35,017.00 |
| 0013 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 | 30.00 | 1,500.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 70.00 | 7,000.00 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,000.00 | 8,000.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 316 | SQYD | 85.00 | 26,860.00 | 80.00 | 25,280.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 316 | SQYD | 5.00 | 1,580.00 | 3.00 | 948.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 40,000.00 | 40,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.8 | TON | 1,500.00 | 1,200.00 | 1,500.00 | 1,200.00 |
| 0020 | 717-01-00100 | Seeding | 17 | LB | 16.00 | 272.00 | 15.00 | 255.00 |
| 0021 | 718-01-00100 | Fertilizer | 380 | LB | 1.00 | 380.00 | 1.00 | 380.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 55,000.00 | 55,000.00 | 25,000.00 | 25,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 75.00 | 300.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (14") | 855 | LNFT | 115.00 | 98,325.00 | 62.00 | 53,010.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 22,000.00 | 22,000.00 | 40,000.00 | 40,000.00 |
| 0027 | 805-10-02360 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Precast) | 4 | SPAN | 40,000.00 | 160,000.00 | 30,000.00 | 120,000.00 |
| 0028 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90DEG CROSSING) | 2 | EACH | 15,000.00 | 30,000.00 | 7,000.00 | 14,000.00 |
| CONTRACTOR TOTAL | 585,479.50 | 596,659.40 | ||||||