Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.002161.6 | |
| Parish: St. Landry | |
| Routes: LA 93 | |
| Description: LA 93: N. C/L CANKTON - LA 182 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $3,680,091.44 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $3,507,064.03 |
| 2 | 34356 | Prairie Contractors Inc. | $3,593,229.84 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $3,690,766.63 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $3,749,151.07 |
| 5 | 33663 | Glenn Lege Construction Inc | $3,815,879.26 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Prairie Contractors Inc. |
- 3 - Coastal Bridge Co., L.L.C. |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 49 | SQYD | 30.00 | 1,470.00 | 8.00 | 392.00 | 30.00 | 1,470.00 | 20.00 | 980.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,780 | CUYD | 23.00 | 40,940.00 | 12.00 | 21,360.00 | 5.00 | 8,900.00 | 20.00 | 35,600.00 |
| 0003 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 877 | CUYD | 13.00 | 11,401.00 | 12.00 | 10,524.00 | 35.00 | 30,695.00 | 21.00 | 18,417.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 56 | EACH | 120.00 | 6,720.00 | 125.00 | 7,000.00 | 1.00 | 56.00 | 112.00 | 6,272.00 |
| 0005 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 87,989 | SQYD | 7.00 | 615,923.00 | 7.00 | 615,923.00 | 6.25 | 549,931.25 | 6.20 | 545,531.80 |
| 0006 | 303-02-00100 | Removal of Existing Patches | 500 | SQYD | 15.00 | 7,500.00 | 15.00 | 7,500.00 | 15.00 | 7,500.00 | 5.00 | 2,500.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 75 | CUYD | 145.00 | 10,875.00 | 80.00 | 6,000.00 | 40.00 | 3,000.00 | 84.00 | 6,300.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 70.00 | 3,500.00 | 90.00 | 4,500.00 | 40.00 | 2,000.00 | 84.00 | 4,200.00 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 60,066 | GAL | 3.50 | 210,231.00 | 3.50 | 210,231.00 | 3.85 | 231,254.10 | 3.55 | 213,234.30 |
| 0013 | 507-02-00200 | Aggregate (S2) | 88,333 | SQYD | 0.90 | 79,499.70 | 0.95 | 83,916.35 | 0.90 | 79,499.70 | 0.95 | 83,916.35 |
| 0014 | 507-02-00300 | Aggregate (S3) | 88,333 | SQYD | 0.70 | 61,833.10 | 0.75 | 66,249.75 | 0.75 | 66,249.75 | 0.75 | 66,249.75 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 74,825 | SQYD | 2.00 | 149,650.00 | 1.80 | 134,685.00 | 5.00 | 374,125.00 | 0.50 | 37,412.50 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -8,452 | CUYD | 10.00 | -84,520.00 | 0.01 | -84.52 | 0.01 | -84.52 | 2.00 | -16,904.00 |
| 0017 | 701-08-00100 | Relaying Pipe | 24 | LNFT | 120.00 | 2,880.00 | 125.00 | 3,000.00 | 175.00 | 4,200.00 | 100.00 | 2,400.00 |
| 0018 | 701-15-00100 | Concrete Collar | 4 | EACH | 650.00 | 2,600.00 | 700.00 | 2,800.00 | 600.00 | 2,400.00 | 1,000.00 | 4,000.00 |
| 0019 | 706-02-00200 | Concrete Drive (6" Thick) | 25 | SQYD | 75.00 | 1,875.00 | 80.00 | 2,000.00 | 70.00 | 1,750.00 | 94.00 | 2,350.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 |
| 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 15.65 | MILE | 170.00 | 2,660.50 | 400.00 | 6,260.00 | 400.00 | 6,260.00 | 450.00 | 7,042.50 |
| 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.471 | MILE | 175.00 | 2,182.43 | 0.01 | 0.12 | 1.00 | 12.47 | 150.00 | 1,870.65 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 34.479 | MILE | 300.00 | 10,343.70 | 0.01 | 0.34 | 1.00 | 34.48 | 150.00 | 5,171.85 |
| 0024 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,379 | EACH | 1.30 | 1,792.70 | 1.50 | 2,068.50 | 1.50 | 2,068.50 | 1.60 | 2,206.40 |
| 0025 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 1.00 | 1.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 |
| 0026 | 726-01-00100 | Bedding Material | 10 | CUYD | 90.00 | 900.00 | 110.00 | 1,100.00 | 80.00 | 800.00 | 125.00 | 1,250.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 96,500.00 | 96,500.00 | 200,000.00 | 200,000.00 | 350,000.00 | 350,000.00 | 240,000.00 | 240,000.00 |
| 0028 | 729-16-00200 | Object Marker Assembly (Type 2) | 11 | EACH | 80.00 | 880.00 | 100.00 | 1,100.00 | 75.00 | 825.00 | 80.00 | 880.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 100.00 | 200.00 | 150.00 | 300.00 | 100.00 | 200.00 | 100.00 | 200.00 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,102 | EACH | 4.00 | 4,408.00 | 4.50 | 4,959.00 | 10.00 | 11,020.00 | 5.85 | 6,446.70 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 16.71 | MILE | 2,600.00 | 43,446.00 | 2,450.00 | 40,939.50 | 2,600.00 | 43,446.00 | 2,750.00 | 45,952.50 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.157 | MILE | 700.00 | 2,909.90 | 700.00 | 2,909.90 | 700.00 | 2,909.90 | 945.00 | 3,928.37 |
| 0033 | 735-01-00100 | Mailboxes | 80 | EACH | 1.00 | 80.00 | 2.00 | 160.00 | 1.00 | 80.00 | 15.00 | 1,200.00 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 71 | EACH | 120.00 | 8,520.00 | 125.00 | 8,875.00 | 120.00 | 8,520.00 | 125.00 | 8,875.00 |
| 0035 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 155.00 | 620.00 | 175.00 | 700.00 | 150.00 | 600.00 | 175.00 | 700.00 |
| 0036 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 240.00 | 480.00 | 250.00 | 500.00 | 250.00 | 500.00 | 280.00 | 560.00 |
| 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,500.00 | 6,500.00 | 100.00 | 100.00 | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 |
| 0038 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 940 | INLF | 2.00 | 1,880.00 | 1.25 | 1,175.00 | 1.00 | 940.00 | 2.00 | 1,880.00 |
| 0039 | DEV-502-0001 | Superpave Asphaltic Concrete | 24,092.2 | TON | 85.00 | 2,047,837.00 | 84.50 | 2,035,790.90 | 70.00 | 1,686,454.00 | 92.00 | 2,216,482.40 |
| 0040 | DEV-502-0002 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 850 | TON | 155.00 | 131,750.00 | 50.00 | 42,500.00 | 125.00 | 106,250.00 | 165.00 | 140,250.00 |
| 0041 | DEV-504-0001 | Asphalt Tack Coat | 5,380 | GAL | 2.75 | 14,795.00 | 2.75 | 14,795.00 | 5.00 | 26,900.00 | 2.75 | 14,795.00 |
| CONTRACTOR TOTAL | 3,507,064.03 | 3,593,229.84 | 3,690,766.63 | 3,749,151.07 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Glenn Lege Construction Inc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 49 | SQYD | 10.00 | 490.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,780 | CUYD | 14.00 | 24,920.00 |
| 0003 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 877 | CUYD | 16.00 | 14,032.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 56 | EACH | 90.00 | 5,040.00 |
| 0005 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 87,989 | SQYD | 5.30 | 466,341.70 |
| 0006 | 303-02-00100 | Removal of Existing Patches | 500 | SQYD | 13.50 | 6,750.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 75 | CUYD | 40.00 | 3,000.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 40.00 | 2,000.00 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 60,066 | GAL | 3.78 | 227,049.48 |
| 0013 | 507-02-00200 | Aggregate (S2) | 88,333 | SQYD | 0.98 | 86,566.34 |
| 0014 | 507-02-00300 | Aggregate (S3) | 88,333 | SQYD | 0.75 | 66,249.75 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 74,825 | SQYD | 2.25 | 168,356.25 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -8,452 | CUYD | 0.10 | -845.20 |
| 0017 | 701-08-00100 | Relaying Pipe | 24 | LNFT | 250.00 | 6,000.00 |
| 0018 | 701-15-00100 | Concrete Collar | 4 | EACH | 400.00 | 1,600.00 |
| 0019 | 706-02-00200 | Concrete Drive (6" Thick) | 25 | SQYD | 75.00 | 1,875.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 44,454.62 | 44,454.62 |
| 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 15.65 | MILE | 300.00 | 4,695.00 |
| 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.471 | MILE | 194.29 | 2,422.99 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 34.479 | MILE | 333.07 | 11,483.92 |
| 0024 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,379 | EACH | 1.39 | 1,916.81 |
| 0025 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8,000.00 | 8,000.00 |
| 0026 | 726-01-00100 | Bedding Material | 10 | CUYD | 120.00 | 1,200.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 359,700.00 | 359,700.00 |
| 0028 | 729-16-00200 | Object Marker Assembly (Type 2) | 11 | EACH | 83.27 | 915.97 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 111.02 | 222.04 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,102 | EACH | 4.44 | 4,892.88 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 16.71 | MILE | 2,858.84 | 47,771.22 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.157 | MILE | 777.16 | 3,230.65 |
| 0033 | 735-01-00100 | Mailboxes | 80 | EACH | 1.11 | 88.80 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 71 | EACH | 132.12 | 9,380.52 |
| 0035 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 166.53 | 666.12 |
| 0036 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 260.90 | 521.80 |
| 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,500.00 | 10,500.00 |
| 0038 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 940 | INLF | 1.25 | 1,175.00 |
| 0039 | DEV-502-0001 | Superpave Asphaltic Concrete | 24,092.2 | TON | 87.00 | 2,096,021.40 |
| 0040 | DEV-502-0002 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 850 | TON | 128.50 | 109,225.00 |
| 0041 | DEV-504-0001 | Asphalt Tack Coat | 5,380 | GAL | 3.34 | 17,969.20 |
| CONTRACTOR TOTAL | 3,815,879.26 | |||||