Bid Tabulations
Letting of
05/15/2013
LA DOTD Headquarters
| Lead Project: H.006271.6 | |
| Parish: Sabine | |
| Routes: | |
| Description: SHUTEYE ROAD BRIDGE OVER MILLER CREEK | |
| Type Const: CLEARING AND GRUBING, GRADING, CLASS II BASE COURSE, SUPER PAVE ASPHALTIC CONCRETE OVERLAY, CONCRETE SLAB BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $412,813.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 56288 | Guinn Services, LLC | $389,277.20 |
| 2 | 00044 | Guinn Construction, LLC | $389,839.50 |
| 3 | 40312 | Gray Construction Corp. | $404,510.54 |
| 4 | 39580 | Gerace Construction Llc | $424,418.70 |
| 5 | 27239 | Apeck Construction, Inc. | $431,193.50 |
| 6 | 08815 | W. E. Mcdonald & Son, LLC. | $448,643.50 |
| 7 | 18546 | C W & W Contractors, Inc. | $487,251.60 |
| 8 | 01012 | Cecil D. Gassiott, LLC | $493,632.00 |
| 9 | 39462 | Jb James Construction Llc | $523,848.60 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Services, LLC |
- 2 - Guinn Construction, LLC |
- 3 - Gray Construction Corp. |
- 4 - Gerace 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 | 9,500.00 | 9,500.00 | 8,500.00 | 8,500.00 | 12,000.00 | 12,000.00 | 8,500.00 | 8,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00.45, 19.13' X 29.16' TIMBER BRIDGE) | 1 | EACH | 8,000.00 | 8,000.00 | 4,500.00 | 4,500.00 | 11,000.00 | 11,000.00 | 3,500.00 | 3,500.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 542.2 | SQYD | 4.50 | 2,439.90 | 5.00 | 2,711.00 | 4.00 | 2,168.80 | 6.00 | 3,253.20 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 18 | EACH | 15.00 | 270.00 | 10.00 | 180.00 | 15.00 | 270.00 | 15.00 | 270.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 190.00 | 760.00 | 50.00 | 200.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 834 | LNFT | 2.00 | 1,668.00 | 2.00 | 1,668.00 | 2.20 | 1,834.80 | 2.00 | 1,668.00 |
| 0008 | 302-01-00100 | Class II Base Course | 171.1 | CUYD | 85.00 | 14,543.50 | 95.00 | 16,254.50 | 117.00 | 20,018.70 | 125.00 | 21,387.50 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 110.00 | 1,320.00 | 100.00 | 1,200.00 | 178.00 | 2,136.00 | 150.00 | 1,800.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 90.00 | 9,000.00 | 50.00 | 5,000.00 | 78.00 | 7,800.00 | 75.00 | 7,500.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 133 | TON | 200.00 | 26,600.00 | 250.00 | 33,250.00 | 215.00 | 28,595.00 | 205.00 | 27,265.00 |
| 0012 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 80 | LNFT | 55.00 | 4,400.00 | 45.00 | 3,600.00 | 38.00 | 3,040.00 | 65.00 | 5,200.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 70.00 | 7,000.00 | 65.00 | 6,500.00 | 80.00 | 8,000.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 50.00 | 5,000.00 | 45.00 | 4,500.00 | 41.00 | 4,100.00 | 50.00 | 5,000.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 1,188 | LNFT | 6.85 | 8,137.80 | 10.00 | 11,880.00 | 11.00 | 13,068.00 | 6.00 | 7,128.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 253 | SQYD | 65.00 | 16,445.00 | 70.00 | 17,710.00 | 84.00 | 21,252.00 | 65.00 | 16,445.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 253 | SQYD | 4.00 | 1,012.00 | 5.00 | 1,265.00 | 3.08 | 779.24 | 4.00 | 1,012.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,250.00 | 6,250.00 | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,950.00 | 1,755.00 | 1,800.00 | 1,620.00 | 1,500.00 | 1,350.00 | 4,500.00 | 4,050.00 |
| 0020 | 717-01-00100 | Seeding | 22 | LB | 22.50 | 495.00 | 10.00 | 220.00 | 15.00 | 330.00 | 50.00 | 1,100.00 |
| 0021 | 718-01-00100 | Fertilizer | 440 | LB | 1.50 | 660.00 | 1.00 | 440.00 | 2.00 | 880.00 | 2.00 | 880.00 |
| 0022 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 38,500.00 | 38,500.00 | 40,000.00 | 40,000.00 | 40,460.00 | 40,460.00 | 40,000.00 | 40,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 75.00 | 600.00 | 85.00 | 680.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 2,500.00 | 2,500.00 | 7,500.00 | 7,500.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 944 | LNFT | 70.00 | 66,080.00 | 60.00 | 56,640.00 | 53.25 | 50,268.00 | 70.00 | 66,080.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 |
| 0028 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 29,000.00 | 87,000.00 | 30,000.00 | 90,000.00 | 36,300.00 | 108,900.00 | 32,500.00 | 97,500.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 | 6,400.00 | 12,800.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 389,277.20 | 389,839.50 | 404,510.54 | 424,418.70 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Apeck Construction, Inc. |
- 6 - W. E. Mcdonald & Son, LLC. |
- 7 - C W & W Contractors, Inc. |
- 8 - 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 | 15,000.00 | 15,000.00 | 39,000.00 | 39,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00.45, 19.13' X 29.16' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 542.2 | SQYD | 10.00 | 5,422.00 | 10.00 | 5,422.00 | 5.50 | 2,982.10 | 10.00 | 5,422.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 18 | EACH | 20.00 | 360.00 | 20.00 | 360.00 | 15.00 | 270.00 | 16.50 | 297.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 175.00 | 700.00 | 250.00 | 1,000.00 | 100.00 | 400.00 | 340.00 | 1,360.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 834 | LNFT | 1.50 | 1,251.00 | 3.00 | 2,502.00 | 2.00 | 1,668.00 | 2.50 | 2,085.00 |
| 0008 | 302-01-00100 | Class II Base Course | 171.1 | CUYD | 120.00 | 20,532.00 | 125.00 | 21,387.50 | 125.00 | 21,387.50 | 140.00 | 23,954.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 100.00 | 1,200.00 | 350.00 | 4,200.00 | 125.00 | 1,500.00 | 140.00 | 1,680.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 65.00 | 6,500.00 | 1.00 | 100.00 | 125.00 | 12,500.00 | 100.00 | 10,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 133 | TON | 140.00 | 18,620.00 | 275.00 | 36,575.00 | 240.00 | 31,920.00 | 303.00 | 40,299.00 |
| 0012 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 80 | LNFT | 40.00 | 3,200.00 | 65.00 | 5,200.00 | 55.00 | 4,400.00 | 58.00 | 4,640.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 80.00 | 8,000.00 | 65.00 | 6,500.00 | 81.00 | 8,100.00 | 83.00 | 8,300.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 41.00 | 4,100.00 | 51.75 | 5,175.00 | 36.00 | 3,600.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 1,188 | LNFT | 7.50 | 8,910.00 | 10.00 | 11,880.00 | 11.00 | 13,068.00 | 12.00 | 14,256.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 253 | SQYD | 40.00 | 10,120.00 | 69.00 | 17,457.00 | 85.00 | 21,505.00 | 65.00 | 16,445.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 253 | SQYD | 4.50 | 1,138.50 | 3.00 | 759.00 | 3.00 | 759.00 | 3.00 | 759.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,000.00 | 900.00 | 4,000.00 | 3,600.00 | 1,200.00 | 1,080.00 | 1,650.00 | 1,485.00 |
| 0020 | 717-01-00100 | Seeding | 22 | LB | 20.00 | 440.00 | 50.00 | 1,100.00 | 10.00 | 220.00 | 16.50 | 363.00 |
| 0021 | 718-01-00100 | Fertilizer | 440 | LB | 1.00 | 440.00 | 2.00 | 880.00 | 1.00 | 440.00 | 2.20 | 968.00 |
| 0022 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 41,500.00 | 41,500.00 | 32,000.00 | 32,000.00 | 40,000.00 | 40,000.00 | 90,000.00 | 90,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 39,500.00 | 39,500.00 | 45,000.00 | 45,000.00 | 20,750.00 | 20,750.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 90.00 | 720.00 | 75.00 | 600.00 | 87.00 | 696.00 | 100.00 | 800.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 944 | LNFT | 85.00 | 80,240.00 | 80.00 | 75,520.00 | 95.00 | 89,680.00 | 73.00 | 68,912.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | 2,500.00 | 2,500.00 |
| 0028 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 34,000.00 | 102,000.00 | 30,000.00 | 90,000.00 | 29,000.00 | 87,000.00 | 31,419.00 | 94,257.00 |
| 0029 | 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 | 6,250.00 | 12,500.00 | 6,000.00 | 12,000.00 |
| CONTRACTOR TOTAL | 431,193.50 | 448,643.50 | 487,251.60 | 493,632.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Jb James Construction Llc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00.45, 19.13' X 29.16' TIMBER BRIDGE) | 1 | EACH | 20,000.00 | 20,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 542.2 | SQYD | 8.00 | 4,337.60 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 47,500.00 | 47,500.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 18 | EACH | 15.00 | 270.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 834 | LNFT | 2.00 | 1,668.00 |
| 0008 | 302-01-00100 | Class II Base Course | 171.1 | CUYD | 100.00 | 17,110.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 100.00 | 1,200.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 50.00 | 5,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 133 | TON | 200.00 | 26,600.00 |
| 0012 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 80 | LNFT | 50.00 | 4,000.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 32.00 | 3,200.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 1,188 | LNFT | 9.00 | 10,692.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 253 | SQYD | 65.00 | 16,445.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 253 | SQYD | 2.00 | 506.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,500.00 | 1,350.00 |
| 0020 | 717-01-00100 | Seeding | 22 | LB | 15.00 | 330.00 |
| 0021 | 718-01-00100 | Fertilizer | 440 | LB | 2.00 | 880.00 |
| 0022 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 30,000.00 | 30,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 944 | LNFT | 90.00 | 84,960.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 |
| 0028 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 32,000.00 | 96,000.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 6,500.00 | 13,000.00 |
| CONTRACTOR TOTAL | 523,848.60 | |||||