Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 850-02-0015 | |
| Parish: St. Martin | |
| Routes: LA 686 | |
| Description: LITTLE PLATTE CANAL AND CREEK BRIDGES | |
| Type Const: GRADING, DRAINAGE STRUCTURES, LIME TREATMENT, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, REINFORCED CONCRETE BOX CULVERTS AND RELATED WORK, | |
| Estimated Construction Cost: $1,541,157.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 25088 | RCS Contractors, Inc. | $1,425,627.98 |
| 2 | 39462 | Jb James Construction Llc | $1,460,499.70 |
| 3 | 09090 | Guinn Brothers, LLC. | $1,605,677.00 |
| 4 | 51821 | Elliott Construction, LLC | $1,642,176.53 |
| 5 | 02179 | Boh Bros. Construction Co., LLC. | $1,668,831.07 |
| 6 | 12198 | Byron E. Talbot Contractor, Inc. | $1,705,456.58 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - RCS Contractors, Inc. |
- 2 - Jb James Construction Llc |
- 3 - Guinn Brothers, LLC. |
- 4 - Elliott 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 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 7,500.00 | 7,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge REMOVE EXISTING TIMBER BRIDGE (STA. 310+06.50, 26' X 20' ) | 1 | EACH | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 0004 | 202-02-04000 | Removal of Bridge REMOVE EXISTING TIMBER BRIDGE (STA. 210+20.00, 26' X 40') | 1 | EACH | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 |
| 0005 | 202-02-04000 | Removal of Bridge REMOVE EXISTING TIMBER BRIDGE (STA. 110+19.10, 26' X 40') | 1 | EACH | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 |
| 0006 | 202-02-14500 | Removal of Guard Rail | 1,310 | LNFT | 1.00 | 1,310.00 | 4.00 | 5,240.00 | 2.00 | 2,620.00 | 5.25 | 6,877.50 |
| 0007 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,208.5 | SQYD | 4.00 | 4,834.00 | 6.00 | 7,251.00 | 4.00 | 4,834.00 | 12.00 | 14,502.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 1,275 | CUYD | 5.00 | 6,375.00 | 12.00 | 15,300.00 | 4.00 | 5,100.00 | 15.00 | 19,125.00 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 | 140,000.00 | 140,000.00 | 55,000.00 | 55,000.00 | 60,000.00 | 60,000.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 121.00 | 1,452.00 | 110.00 | 1,320.00 | 100.00 | 1,200.00 | 121.00 | 1,452.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 1,315 | LNFT | 2.00 | 2,630.00 | 2.00 | 2,630.00 | 1.50 | 1,972.50 | 1.98 | 2,603.70 |
| 0012 | 302-02-01000 | Class II Base Course (4" Thick) STONE OR RECYCLED PCCP | 1,451.4 | SQYD | 25.00 | 36,285.00 | 15.00 | 21,771.00 | 12.00 | 17,416.80 | 28.50 | 41,364.90 |
| 0013 | 302-02-02000 | Class II Base Course (6" Thick) SOIL CEMENT | 1,451.4 | SQYD | 25.00 | 36,285.00 | 18.00 | 26,125.20 | 18.00 | 26,125.20 | 27.25 | 39,550.65 |
| 0014 | 304-05-00100 | Lime Treatment (Type E) 50% OF PROJECT LENGTH | 10.3 | TON | 500.00 | 5,150.00 | 500.00 | 5,150.00 | 500.00 | 5,150.00 | 2,000.00 | 20,600.00 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 53.45 | CUYD | 100.00 | 5,345.00 | 120.00 | 6,414.00 | 100.00 | 5,345.00 | 295.00 | 15,767.75 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 257.3 | TON | 200.00 | 51,460.00 | 180.00 | 46,314.00 | 200.00 | 51,460.00 | 175.00 | 45,027.50 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 70.3 | TON | 250.00 | 17,575.00 | 220.00 | 15,466.00 | 225.00 | 15,817.50 | 250.00 | 17,575.00 |
| 0018 | 701-05-01020 | Side Drain Pipe (15" RCP/PP/CMP) | 10 | LNFT | 50.00 | 500.00 | 80.00 | 800.00 | 100.00 | 1,000.00 | 175.00 | 1,750.00 |
| 0019 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 504 | LNFT | 55.00 | 27,720.00 | 58.00 | 29,232.00 | 85.00 | 42,840.00 | 60.00 | 30,240.00 |
| 0020 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 80 | LNFT | 75.00 | 6,000.00 | 90.00 | 7,200.00 | 165.00 | 13,200.00 | 102.00 | 8,160.00 |
| 0021 | 701-09-00100 | Fabricating Pipe Fittings 15"X24"X24" | 1 | EACH | 950.00 | 950.00 | 700.00 | 700.00 | 1,650.00 | 1,650.00 | 1,125.00 | 1,125.00 |
| 0022 | 701-15-00100 | Concrete Collar | 2 | EACH | 500.00 | 1,000.00 | 400.00 | 800.00 | 2,000.00 | 4,000.00 | 1,275.00 | 2,550.00 |
| 0023 | 702-08-00100 | Side Drain Safety End (Type I) | 10 | EACH | 2,200.00 | 22,000.00 | 1,400.00 | 14,000.00 | 1,850.00 | 18,500.00 | 1,450.00 | 14,500.00 |
| 0024 | 702-08-00200 | Side Drain Safety End (Type 2) | 2 | EACH | 4,350.00 | 8,700.00 | 3,200.00 | 6,400.00 | 5,000.00 | 10,000.00 | 3,600.00 | 7,200.00 |
| 0025 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 137.5 | LNFT | 66.00 | 9,075.00 | 57.00 | 7,837.50 | 65.00 | 8,937.50 | 104.50 | 14,368.75 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 31.25 | LNFT | 27.50 | 859.38 | 20.00 | 625.00 | 30.00 | 937.50 | 27.50 | 859.38 |
| 0027 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,640.00 | 7,920.00 | 2,000.00 | 6,000.00 | 2,500.00 | 7,500.00 | 3,025.00 | 9,075.00 |
| 0028 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 50 | LNFT | 32.00 | 1,600.00 | 30.00 | 1,500.00 | 20.00 | 1,000.00 | 31.90 | 1,595.00 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 24,000.00 | 24,000.00 | 28,000.00 | 28,000.00 | 15,000.00 | 15,000.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 0031 | 726-01-00100 | Bedding Material | 378.4 | CUYD | 100.00 | 37,840.00 | 75.00 | 28,380.00 | 100.00 | 37,840.00 | 158.00 | 59,787.20 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 55,000.00 | 55,000.00 | 140,000.00 | 140,000.00 | 125,000.00 | 125,000.00 | 100,000.00 | 100,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 88.00 | 352.00 | 80.00 | 320.00 | 100.00 | 400.00 | 82.50 | 330.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 26 | EACH | 27.50 | 715.00 | 25.00 | 650.00 | 50.00 | 1,300.00 | 5.78 | 150.28 |
| 0035 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.243 | MILE | 5,500.00 | 1,336.50 | 5,000.00 | 1,215.00 | 7,000.00 | 1,701.00 | 2,750.00 | 668.25 |
| 0036 | 732-02-02060 | Plastic Pavement Striping (Solid Line) (12" Width) (Thermoplastic 90 mil) | 0.007 | MILE | 60,000.00 | 420.00 | 75,000.00 | 525.00 | 65,000.00 | 455.00 | 8,250.00 | 57.75 |
| 0037 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 0.109 | MILE | 3,900.00 | 425.10 | 4,000.00 | 436.00 | 5,000.00 | 545.00 | 880.00 | 95.92 |
| 0038 | 739-01-00100 | Hydro-Seeding | 0.6 | ACRE | 3,000.00 | 1,800.00 | 2,300.00 | 1,380.00 | 6,000.00 | 3,600.00 | 2,530.00 | 1,518.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 10,500.00 | 10,500.00 |
| 0040 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 146.56 | CUYD | 1,400.00 | 205,184.00 | 1,000.00 | 146,560.00 | 1,250.00 | 183,200.00 | 1,250.00 | 183,200.00 |
| 0041 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 759 | LNFT | 955.00 | 724,845.00 | 820.00 | 622,380.00 | 1,100.00 | 834,900.00 | 1,050.00 | 796,950.00 |
| 0042 | 806-01-00100 | Deformed Reinforcing Steel | 12,815 | LB | 1.00 | 12,815.00 | 1.20 | 15,378.00 | 2.00 | 25,630.00 | 2.00 | 25,630.00 |
| 0043 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,870.00 | 1,870.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 2,420.00 | 2,420.00 |
| CONTRACTOR TOTAL | 1,425,627.98 | 1,460,499.70 | 1,605,677.00 | 1,642,176.53 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Boh Bros. Construction Co., LLC. |
- 6 - Byron E. Talbot Contractor, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 35,322.64 | 35,322.64 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 23,548.41 | 23,548.41 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge REMOVE EXISTING TIMBER BRIDGE (STA. 310+06.50, 26' X 20' ) | 1 | EACH | 7,064.53 | 7,064.53 | 7,500.00 | 7,500.00 |
| 0004 | 202-02-04000 | Removal of Bridge REMOVE EXISTING TIMBER BRIDGE (STA. 210+20.00, 26' X 40') | 1 | EACH | 11,774.21 | 11,774.21 | 7,500.00 | 7,500.00 |
| 0005 | 202-02-04000 | Removal of Bridge REMOVE EXISTING TIMBER BRIDGE (STA. 110+19.10, 26' X 40') | 1 | EACH | 11,774.21 | 11,774.21 | 7,500.00 | 7,500.00 |
| 0006 | 202-02-14500 | Removal of Guard Rail | 1,310 | LNFT | 1.07 | 1,401.70 | 5.00 | 6,550.00 |
| 0007 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,208.5 | SQYD | 6.82 | 8,241.97 | 12.00 | 14,502.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 1,275 | CUYD | 13.21 | 16,842.75 | 20.00 | 25,500.00 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 115,262.50 | 115,262.50 | 56,000.00 | 56,000.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 117.62 | 1,411.44 | 140.00 | 1,680.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 1,315 | LNFT | 1.92 | 2,524.80 | 3.00 | 3,945.00 |
| 0012 | 302-02-01000 | Class II Base Course (4" Thick) STONE OR RECYCLED PCCP | 1,451.4 | SQYD | 9.95 | 14,441.43 | 15.50 | 22,496.70 |
| 0013 | 302-02-02000 | Class II Base Course (6" Thick) SOIL CEMENT | 1,451.4 | SQYD | 24.09 | 34,964.23 | 12.50 | 18,142.50 |
| 0014 | 304-05-00100 | Lime Treatment (Type E) 50% OF PROJECT LENGTH | 10.3 | TON | 804.03 | 8,281.51 | 650.00 | 6,695.00 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 53.45 | CUYD | 142.04 | 7,592.04 | 105.00 | 5,612.25 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 257.3 | TON | 224.23 | 57,694.38 | 242.00 | 62,266.60 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 70.3 | TON | 224.23 | 15,763.37 | 264.00 | 18,559.20 |
| 0018 | 701-05-01020 | Side Drain Pipe (15" RCP/PP/CMP) | 10 | LNFT | 53.46 | 534.60 | 50.25 | 502.50 |
| 0019 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 504 | LNFT | 58.81 | 29,640.24 | 57.00 | 28,728.00 |
| 0020 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 80 | LNFT | 80.19 | 6,415.20 | 93.50 | 7,480.00 |
| 0021 | 701-09-00100 | Fabricating Pipe Fittings 15"X24"X24" | 1 | EACH | 1,015.79 | 1,015.79 | 850.00 | 850.00 |
| 0022 | 701-15-00100 | Concrete Collar | 2 | EACH | 534.63 | 1,069.26 | 600.00 | 1,200.00 |
| 0023 | 702-08-00100 | Side Drain Safety End (Type I) | 10 | EACH | 2,352.36 | 23,523.60 | 1,600.00 | 16,000.00 |
| 0024 | 702-08-00200 | Side Drain Safety End (Type 2) | 2 | EACH | 4,651.26 | 9,302.52 | 4,000.00 | 8,000.00 |
| 0025 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 137.5 | LNFT | 64.16 | 8,822.00 | 70.00 | 9,625.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 31.25 | LNFT | 26.73 | 835.31 | 22.00 | 687.50 |
| 0027 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,566.21 | 7,698.63 | 2,200.00 | 6,600.00 |
| 0028 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 50 | LNFT | 31.01 | 1,550.50 | 40.00 | 2,000.00 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 27,963.75 | 27,963.75 | 26,000.00 | 26,000.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 6,922.41 | 6,922.41 | 6,500.00 | 6,500.00 |
| 0031 | 726-01-00100 | Bedding Material | 378.4 | CUYD | 89.10 | 33,715.44 | 86.65 | 32,788.36 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 165,000.00 | 165,000.00 | 65,000.00 | 65,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.54 | 342.16 | 80.00 | 320.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 26 | EACH | 31.54 | 820.04 | 6.00 | 156.00 |
| 0035 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.243 | MILE | 17,642.71 | 4,287.18 | 2,750.00 | 668.25 |
| 0036 | 732-02-02060 | Plastic Pavement Striping (Solid Line) (12" Width) (Thermoplastic 90 mil) | 0.007 | MILE | 64,155.32 | 449.09 | 8,400.00 | 58.80 |
| 0037 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 0.109 | MILE | 12,831.06 | 1,398.59 | 880.00 | 95.92 |
| 0038 | 739-01-00100 | Hydro-Seeding | 0.6 | ACRE | 2,459.29 | 1,475.57 | 1,450.00 | 870.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 91,532.33 | 91,532.33 | 5,500.00 | 5,500.00 |
| 0040 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 146.56 | CUYD | 1,050.26 | 153,926.11 | 1,200.00 | 175,872.00 |
| 0041 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 759 | LNFT | 923.45 | 700,898.55 | 1,310.00 | 994,290.00 |
| 0042 | 806-01-00100 | Deformed Reinforcing Steel | 12,815 | LB | 1.09 | 13,968.35 | 1.00 | 12,815.00 |
| 0043 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,817.73 | 1,817.73 | 1,400.00 | 1,400.00 |
| CONTRACTOR TOTAL | 1,668,831.07 | 1,705,456.58 | ||||||