Bid Tabulations
Letting of
06/13/2012
LA DOTD Headquarters
| Lead Project: H.009303.6 | |
| Parish: Lafayette | |
| Routes: US 90 | |
| Description: US 90: RIGHT TURN @ LA 93 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, SUBGRADE LAYER, CLASS II BASE COURSE, COLD PLANING ASPHALTIC PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $639,811.60 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33663 | Glenn Lege Construction Inc | $618,178.18 |
| 2 | 51821 | Elliott Construction, LLC | $635,827.28 |
| 3 | 12198 | Byron E. Talbot Contractor, Inc. | $674,909.00 |
| 4 | 00481 | Coastal Bridge Co., L.L.C. | $676,822.50 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $704,731.22 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Glenn Lege Construction Inc |
- 2 - Elliott Construction, LLC |
- 3 - Byron E. Talbot Contractor, Inc. |
- 4 - Coastal Bridge Co., L.L.C. |
||||
| 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 | 4,860.00 | 4,860.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 509 | SQYD | 10.80 | 5,497.20 | 21.75 | 11,070.75 | 9.75 | 4,962.75 | 6.00 | 3,054.00 |
| 0003 | 202-02-32120 | Removal of Pipe (Side Drain) 24" RCP | 336 | LNFT | 8.10 | 2,721.60 | 17.00 | 5,712.00 | 13.55 | 4,552.80 | 5.00 | 1,680.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 468.7 | SQYD | 10.80 | 5,061.96 | 10.00 | 4,687.00 | 10.00 | 4,687.00 | 18.50 | 8,670.95 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 24,840.00 | 24,840.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 23,000.00 | 23,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 200.00 | 800.00 | 165.00 | 660.00 | 100.00 | 400.00 | 155.00 | 620.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,100 | LNFT | 1.65 | 1,815.00 | 2.20 | 2,420.00 | 2.25 | 2,475.00 | 2.10 | 2,310.00 |
| 0008 | 302-02-05100 | Class II Base Course (10" Thick) (Stone) | 1,145.7 | SQYD | 39.00 | 44,682.30 | 36.50 | 41,818.05 | 29.20 | 33,454.44 | 30.00 | 34,371.00 |
| 0009 | 305-01-02040 | Subgrade Layer (8" Thick) (Stone) | 1,146 | SQYD | 31.50 | 36,099.00 | 26.50 | 30,369.00 | 23.10 | 26,472.60 | 24.00 | 27,504.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 225 | CUYD | 33.00 | 7,425.00 | 75.00 | 16,875.00 | 80.00 | 18,000.00 | 20.00 | 4,500.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 1,401.9 | TON | 110.00 | 154,209.00 | 120.00 | 168,228.00 | 118.85 | 166,615.82 | 105.00 | 147,199.50 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 132.4 | TON | 150.00 | 19,860.00 | 140.00 | 18,536.00 | 162.00 | 21,448.80 | 150.00 | 19,860.00 |
| 0013 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 1,997 | GAL | 4.05 | 8,087.85 | 5.26 | 10,504.22 | 4.00 | 7,988.00 | 4.00 | 7,988.00 |
| 0014 | 507-02-00200 | Aggregate (S2) | 2,937 | SQYD | 5.30 | 15,566.10 | 3.85 | 11,307.45 | 5.20 | 15,272.40 | 5.50 | 16,153.50 |
| 0015 | 507-02-00300 | Aggregate (S3) | 2,937 | SQYD | 5.05 | 14,831.85 | 3.85 | 11,307.45 | 5.00 | 14,685.00 | 5.25 | 15,419.25 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,160 | SQYD | 2.15 | 15,394.00 | 3.50 | 25,060.00 | 4.50 | 32,220.00 | 3.00 | 21,480.00 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -298 | CUYD | 0.10 | -29.80 | 0.01 | -2.98 | 1.00 | -298.00 | 0.10 | -29.80 |
| 0018 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 50 | SQYD | 180.00 | 9,000.00 | 191.50 | 9,575.00 | 190.00 | 9,500.00 | 105.00 | 5,250.00 |
| 0019 | 701-04-01060 | Storm Drain Pipe Arch (30" Equiv. RCPA) | 244 | LNFT | 96.00 | 23,424.00 | 66.00 | 16,104.00 | 88.35 | 21,557.40 | 100.00 | 24,400.00 |
| 0020 | 701-04-01080 | Storm Drain Pipe Arch (36" Equiv. RCPA) | 380 | LNFT | 130.00 | 49,400.00 | 84.00 | 31,920.00 | 104.75 | 39,805.00 | 115.00 | 43,700.00 |
| 0021 | 701-04-01100 | Storm Drain Pipe Arch (42" Equiv. RCPA) | 24 | LNFT | 165.00 | 3,960.00 | 136.00 | 3,264.00 | 115.00 | 2,760.00 | 140.00 | 3,360.00 |
| 0022 | 701-07-00200 | Yard Drain Pipe (6") | 10 | LNFT | 46.00 | 460.00 | 50.00 | 500.00 | 250.00 | 2,500.00 | 21.00 | 210.00 |
| 0023 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 3,050.00 | 9,150.00 | 2,325.00 | 6,975.00 | 2,575.00 | 7,725.00 | 2,400.00 | 7,200.00 |
| 0024 | 702-03-00200 | Catch Basins (CB-02) | 6 | EACH | 3,400.00 | 20,400.00 | 2,815.00 | 16,890.00 | 2,700.00 | 16,200.00 | 3,000.00 | 18,000.00 |
| 0025 | 702-08-00200 | Side Drain Safety End (Type 2) | 1 | EACH | 4,650.00 | 4,650.00 | 4,425.00 | 4,425.00 | 3,825.00 | 3,825.00 | 4,000.00 | 4,000.00 |
| 0026 | 706-02-00200 | Concrete Drive (6" Thick) | 304.9 | SQYD | 57.00 | 17,379.30 | 62.50 | 19,056.25 | 60.00 | 18,294.00 | 58.00 | 17,684.20 |
| 0027 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 77.4 | SQYD | 38.00 | 2,941.20 | 50.00 | 3,870.00 | 35.00 | 2,709.00 | 29.00 | 2,244.60 |
| 0028 | 707-01-00300 | Concrete Curb (Mountable) | 151.8 | LNFT | 10.80 | 1,639.44 | 20.00 | 3,036.00 | 17.00 | 2,580.60 | 8.25 | 1,252.35 |
| 0029 | 707-03-00100 | Combination Concrete Curb and Gutter | 852.2 | LNFT | 21.60 | 18,407.52 | 32.00 | 27,270.40 | 17.00 | 14,487.40 | 15.50 | 13,209.10 |
| 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,200.00 | 9,200.00 | 7,500.00 | 7,500.00 | 21,000.00 | 21,000.00 | 60,000.00 | 60,000.00 |
| 0031 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 4,992 | LNFT | 0.20 | 998.40 | 0.17 | 848.64 | 0.15 | 748.80 | 0.15 | 748.80 |
| 0032 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 1,386 | LNFT | 0.30 | 415.80 | 0.28 | 388.08 | 0.25 | 346.50 | 0.25 | 346.50 |
| 0033 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 145 | LNFT | 1.15 | 166.75 | 1.10 | 159.50 | 1.25 | 181.25 | 1.00 | 145.00 |
| 0034 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.847 | MILE | 783.00 | 663.20 | 471.28 | 399.17 | 4,000.00 | 3,388.00 | 500.00 | 423.50 |
| 0035 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.364 | MILE | 615.00 | 838.86 | 605.00 | 825.22 | 585.00 | 797.94 | 575.00 | 784.30 |
| 0036 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 3 | EACH | 51.00 | 153.00 | 49.50 | 148.50 | 50.00 | 150.00 | 45.00 | 135.00 |
| 0037 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 76 | EACH | 2.25 | 171.00 | 2.20 | 167.20 | 2.25 | 171.00 | 2.00 | 152.00 |
| 0038 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 7,560.00 | 7,560.00 | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 0039 | 726-01-00100 | Bedding Material | 64.9 | CUYD | 81.00 | 5,256.90 | 90.00 | 5,841.00 | 82.50 | 5,354.25 | 80.00 | 5,192.00 |
| 0040 | 727-01-00100 | Mobilization | 1 | LUMP | 31,860.00 | 31,860.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 485 | EACH | 6.00 | 2,910.00 | 5.78 | 2,803.30 | 5.55 | 2,691.75 | 5.50 | 2,667.50 |
| 0042 | 732-01-02000 | Plastic Pavement Striping (4" Width) (Thermoplastic 125 mil) | 4,992 | LNFT | 0.60 | 2,995.20 | 0.55 | 2,745.60 | 0.55 | 2,745.60 | 0.50 | 2,496.00 |
| 0043 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 1,386 | LNFT | 1.70 | 2,356.20 | 1.65 | 2,286.90 | 1.60 | 2,217.60 | 1.55 | 2,148.30 |
| 0044 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 145 | LNFT | 5.60 | 812.00 | 5.50 | 797.50 | 5.30 | 768.50 | 5.25 | 761.25 |
| 0045 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.682 | MILE | 2,800.00 | 1,909.60 | 2,750.00 | 1,875.50 | 2,650.00 | 1,807.30 | 2,600.00 | 1,773.20 |
| 0046 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.035 | MILE | 3,350.00 | 117.25 | 3,300.00 | 115.50 | 3,200.00 | 112.00 | 3,100.00 | 108.50 |
| 0047 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 3 | EACH | 250.00 | 750.00 | 236.50 | 709.50 | 230.00 | 690.00 | 225.00 | 675.00 |
| 0048 | 739-01-00100 | Hydro-Seeding | 0.44 | ACRE | 1,800.00 | 792.00 | 2,750.00 | 1,210.00 | 2,650.00 | 1,166.00 | 2,600.00 | 1,144.00 |
| 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,900.00 | 7,900.00 | 4,950.00 | 4,950.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0050 | NS-201-00004 | Arborist Services | 1 | EACH | 850.00 | 850.00 | 2,750.00 | 2,750.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 |
| 0051 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 3,600 | INLF | 1.10 | 3,960.00 | 1.27 | 4,572.00 | 1.25 | 4,500.00 | 1.50 | 5,400.00 |
| 0052 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 954 | INLF | 1.75 | 1,669.50 | 1.27 | 1,211.58 | 1.25 | 1,192.50 | 1.50 | 1,431.00 |
| 0053 | NS-MSC-00120 | Drainage Structure PAVED GUTTER DRAIN | 7 | EACH | 1,620.00 | 11,340.00 | 2,655.00 | 18,585.00 | 3,500.00 | 24,500.00 | 3,000.00 | 21,000.00 |
| CONTRACTOR TOTAL | 618,178.18 | 635,827.28 | 674,909.00 | 676,822.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 12,000.00 | 12,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 509 | SQYD | 12.00 | 6,108.00 |
| 0003 | 202-02-32120 | Removal of Pipe (Side Drain) 24" RCP | 336 | LNFT | 12.00 | 4,032.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 468.7 | SQYD | 15.00 | 7,030.50 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 240.00 | 960.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,100 | LNFT | 1.30 | 1,430.00 |
| 0008 | 302-02-05100 | Class II Base Course (10" Thick) (Stone) | 1,145.7 | SQYD | 32.00 | 36,662.40 |
| 0009 | 305-01-02040 | Subgrade Layer (8" Thick) (Stone) | 1,146 | SQYD | 29.00 | 33,234.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 225 | CUYD | 33.00 | 7,425.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 1,401.9 | TON | 125.00 | 175,237.50 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 132.4 | TON | 190.00 | 25,156.00 |
| 0013 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 1,997 | GAL | 4.60 | 9,186.20 |
| 0014 | 507-02-00200 | Aggregate (S2) | 2,937 | SQYD | 6.00 | 17,622.00 |
| 0015 | 507-02-00300 | Aggregate (S3) | 2,937 | SQYD | 5.80 | 17,034.60 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,160 | SQYD | 2.30 | 16,468.00 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -298 | CUYD | 1.00 | -298.00 |
| 0018 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 50 | SQYD | 165.00 | 8,250.00 |
| 0019 | 701-04-01060 | Storm Drain Pipe Arch (30" Equiv. RCPA) | 244 | LNFT | 75.00 | 18,300.00 |
| 0020 | 701-04-01080 | Storm Drain Pipe Arch (36" Equiv. RCPA) | 380 | LNFT | 90.00 | 34,200.00 |
| 0021 | 701-04-01100 | Storm Drain Pipe Arch (42" Equiv. RCPA) | 24 | LNFT | 130.00 | 3,120.00 |
| 0022 | 701-07-00200 | Yard Drain Pipe (6") | 10 | LNFT | 50.00 | 500.00 |
| 0023 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 3,200.00 | 9,600.00 |
| 0024 | 702-03-00200 | Catch Basins (CB-02) | 6 | EACH | 3,300.00 | 19,800.00 |
| 0025 | 702-08-00200 | Side Drain Safety End (Type 2) | 1 | EACH | 9,800.00 | 9,800.00 |
| 0026 | 706-02-00200 | Concrete Drive (6" Thick) | 304.9 | SQYD | 70.00 | 21,343.00 |
| 0027 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 77.4 | SQYD | 80.00 | 6,192.00 |
| 0028 | 707-01-00300 | Concrete Curb (Mountable) | 151.8 | LNFT | 30.00 | 4,554.00 |
| 0029 | 707-03-00100 | Combination Concrete Curb and Gutter | 852.2 | LNFT | 24.00 | 20,452.80 |
| 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0031 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 4,992 | LNFT | 0.20 | 998.40 |
| 0032 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 1,386 | LNFT | 0.30 | 415.80 |
| 0033 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 145 | LNFT | 1.20 | 174.00 |
| 0034 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.847 | MILE | 330.00 | 279.51 |
| 0035 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.364 | MILE | 640.00 | 872.96 |
| 0036 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 3 | EACH | 50.00 | 150.00 |
| 0037 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 76 | EACH | 2.20 | 167.20 |
| 0038 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,500.00 | 3,500.00 |
| 0039 | 726-01-00100 | Bedding Material | 64.9 | CUYD | 120.00 | 7,788.00 |
| 0040 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 485 | EACH | 6.00 | 2,910.00 |
| 0042 | 732-01-02000 | Plastic Pavement Striping (4" Width) (Thermoplastic 125 mil) | 4,992 | LNFT | 0.60 | 2,995.20 |
| 0043 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 1,386 | LNFT | 1.75 | 2,425.50 |
| 0044 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 145 | LNFT | 5.75 | 833.75 |
| 0045 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.682 | MILE | 3,000.00 | 2,046.00 |
| 0046 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.035 | MILE | 3,500.00 | 122.50 |
| 0047 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 3 | EACH | 250.00 | 750.00 |
| 0048 | 739-01-00100 | Hydro-Seeding | 0.44 | ACRE | 2,900.00 | 1,276.00 |
| 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,400.00 | 5,400.00 |
| 0050 | NS-201-00004 | Arborist Services | 1 | EACH | 5,800.00 | 5,800.00 |
| 0051 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 3,600 | INLF | 0.25 | 900.00 |
| 0052 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 954 | INLF | 1.60 | 1,526.40 |
| 0053 | NS-MSC-00120 | Drainage Structure PAVED GUTTER DRAIN | 7 | EACH | 4,000.00 | 28,000.00 |
| CONTRACTOR TOTAL | 704,731.22 | |||||