Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: 013-13-0030 | |
| Parish: St. Tammany | |
| Routes: US 190 (BUS)/US 190 | |
| Description: US 190 BRIDGES NEAR SLIDELL | |
| Type Const: GRADING, DRAINAGE STRUCTURES, LIME TREATMENT, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND CONCRETE SLAB SPAN BRIDGES AND RELATED WORK. | |
| Estimated Construction Cost: $2,270,607.30 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $2,144,327.31 |
| 2 | 36827 | Shavers-Whittle Construction LLC | $2,248,164.20 |
| 3 | 30077 | Gill's Crane & Dozer Service, Inc. | $2,443,670.78 |
| 4 | 39462 | Jb James Construction Llc | $2,935,155.50 |
| 5 | 36961 | Cycle Construction Co. L.L.C. | $3,717,381.47 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Shavers-Whittle Construction LLC |
- 3 - Gill's Crane & Dozer Service, Inc. |
- 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 | 60,000.00 | 60,000.00 | 45,000.00 | 45,000.00 | 20,000.00 | 20,000.00 | 270,000.00 | 270,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA. 210+04.08, 24'x60' Timber Trestle w/I-Beam w/Conc. Deck | 1 | EACH | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 37,000.00 | 37,000.00 | 80,000.00 | 80,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA. 110+02.63 24'x60' Timber Trestle w/I-Beam Stringers w/ Conc. Deck Bridge | 1 | EACH | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 37,000.00 | 37,000.00 | 80,000.00 | 80,000.00 |
| 0004 | 202-02-32120 | Removal of Pipe (Side Drain) . | 160 | LNFT | 15.00 | 2,400.00 | 5.00 | 800.00 | 20.00 | 3,200.00 | 11.00 | 1,760.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 886.8 | SQYD | 10.00 | 8,868.00 | 8.50 | 7,537.80 | 12.00 | 10,641.60 | 6.00 | 5,320.80 |
| 0006 | 203-02-00100 | Drainage Excavation | 789 | CUYD | 23.00 | 18,147.00 | 25.00 | 19,725.00 | 20.00 | 15,780.00 | 15.00 | 11,835.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 48,000.00 | 48,000.00 | 40,000.00 | 40,000.00 | 17,000.00 | 17,000.00 | 180,000.00 | 180,000.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 14 | EACH | 145.00 | 2,030.00 | 75.00 | 1,050.00 | 100.00 | 1,400.00 | 130.00 | 1,820.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,156.2 | LNFT | 2.00 | 2,312.40 | 2.50 | 2,890.50 | 4.00 | 4,624.80 | 2.00 | 2,312.40 |
| 0010 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 2,211.3 | SQYD | 15.00 | 33,169.50 | 25.00 | 55,282.50 | 24.00 | 53,071.20 | 24.00 | 53,071.20 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 1,000 | TON | 0.01 | 10.00 | 10.00 | 10,000.00 | 10.00 | 10,000.00 | 0.01 | 10.00 |
| 0012 | 401-01-00100 | Aggregate Surface Course (Net Section) | 48.6 | CUYD | 75.00 | 3,645.00 | 30.00 | 1,458.00 | 90.00 | 4,374.00 | 100.00 | 4,860.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 75.00 | 37,500.00 | 32.00 | 16,000.00 | 72.00 | 36,000.00 | 50.00 | 25,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 316.8 | TON | 175.00 | 55,440.00 | 185.00 | 58,608.00 | 200.00 | 63,360.00 | 190.00 | 60,192.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 243.8 | TON | 175.00 | 42,665.00 | 185.00 | 45,103.00 | 220.00 | 53,636.00 | 190.00 | 46,322.00 |
| 0016 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 48 | LNFT | 70.00 | 3,360.00 | 48.00 | 2,304.00 | 60.00 | 2,880.00 | 65.00 | 3,120.00 |
| 0017 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 77 | LNFT | 100.00 | 7,700.00 | 100.00 | 7,700.00 | 110.00 | 8,470.00 | 90.00 | 6,930.00 |
| 0018 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 35 | LNFT | 145.00 | 5,075.00 | 60.00 | 2,100.00 | 110.00 | 3,850.00 | 95.00 | 3,325.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 562.5 | LNFT | 15.00 | 8,437.50 | 18.00 | 10,125.00 | 20.00 | 11,250.00 | 19.00 | 10,687.50 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 65.00 | 13,000.00 | 75.00 | 15,000.00 | 65.00 | 13,000.00 | 54.00 | 10,800.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 | 2,100.00 | 8,400.00 |
| 0022 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,100.00 | 8,400.00 | 2,300.00 | 9,200.00 | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 |
| 0023 | 706-02-00300 | Concrete Drive (8" Thick) | 78.4 | SQYD | 72.00 | 5,644.80 | 100.00 | 7,840.00 | 90.00 | 7,056.00 | 70.00 | 5,488.00 |
| 0024 | 708-01-00100 | Right-of-Way Monument | 8 | EACH | 200.00 | 1,600.00 | 150.00 | 1,200.00 | 100.00 | 800.00 | 200.00 | 1,600.00 |
| 0025 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 200.00 | 1,600.00 | 150.00 | 1,200.00 | 100.00 | 800.00 | 200.00 | 1,600.00 |
| 0026 | 712-04-00100 | Flexible Revetment | 722 | SQYD | 62.00 | 44,764.00 | 60.00 | 43,320.00 | 49.00 | 35,378.00 | 55.00 | 39,710.00 |
| 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 18,500.00 | 18,500.00 | 30,000.00 | 30,000.00 | 58,000.00 | 58,000.00 |
| 0028 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 8,390 | LNFT | 0.20 | 1,678.00 | 0.12 | 1,006.80 | 0.20 | 1,678.00 | 0.20 | 1,678.00 |
| 0029 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 410 | LNFT | 0.75 | 307.50 | 0.75 | 307.50 | 1.00 | 410.00 | 0.75 | 307.50 |
| 0030 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.2 | MILE | 475.00 | 95.00 | 370.00 | 74.00 | 300.00 | 60.00 | 500.00 | 100.00 |
| 0031 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 300 | EACH | 5.25 | 1,575.00 | 6.00 | 1,800.00 | 4.00 | 1,200.00 | 5.50 | 1,650.00 |
| 0032 | 717-01-00100 | Seeding | 12 | LB | 20.00 | 240.00 | 35.00 | 420.00 | 100.00 | 1,200.00 | 20.00 | 240.00 |
| 0033 | 718-01-00100 | Fertilizer | 323 | LB | 1.50 | 484.50 | 3.50 | 1,130.50 | 10.00 | 3,230.00 | 1.50 | 484.50 |
| 0034 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,427 | SQYD | 1.00 | 1,427.00 | 2.00 | 2,854.00 | 10.00 | 14,270.00 | 1.00 | 1,427.00 |
| 0035 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 11,000.00 | 11,000.00 | 25,000.00 | 25,000.00 |
| 0036 | 725-01-00100 | Temporary Detour Roads | 7,960 | SQYD | 75.00 | 597,000.00 | 80.00 | 636,800.00 | 100.00 | 796,000.00 | 80.00 | 636,800.00 |
| 0037 | 725-02-00100 | Temporary Detour Bridging | 140 | LNFT | 1,200.00 | 168,000.00 | 2,280.00 | 319,200.00 | 2,000.00 | 280,000.00 | 1,500.00 | 210,000.00 |
| 0038 | 727-01-00100 | Mobilization | 1 | LUMP | 200,000.00 | 200,000.00 | 85,000.00 | 85,000.00 | 80,000.00 | 80,000.00 | 290,000.00 | 290,000.00 |
| 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 65.00 | 520.00 | 80.00 | 640.00 | 400.00 | 3,200.00 | 80.00 | 640.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 117 | EACH | 5.25 | 614.25 | 5.00 | 585.00 | 4.00 | 468.00 | 6.00 | 702.00 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.695 | MILE | 2,800.00 | 1,946.00 | 6,000.00 | 4,170.00 | 3,500.00 | 2,432.50 | 3,000.00 | 2,085.00 |
| 0042 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (24" Width) (Thermoplastic 90 mil) | 0.05 | MILE | 20,000.00 | 1,000.00 | 12,000.00 | 600.00 | 26,400.00 | 1,320.00 | 20,000.00 | 1,000.00 |
| 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.344 | MILE | 840.00 | 288.96 | 1,000.00 | 344.00 | 2,000.00 | 688.00 | 900.00 | 309.60 |
| 0044 | 732-05-00100 | Removal of Existing Markings | 0.19 | MILE | 5,000.00 | 950.00 | 12,000.00 | 2,280.00 | 1,000.00 | 190.00 | 5,000.00 | 950.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 22,500.00 | 22,500.00 | 15,000.00 | 15,000.00 | 80,000.00 | 80,000.00 |
| 0046 | 804-01-00200 | Precast Concrete Piles (14") | 2,924 | LNFT | 55.00 | 160,820.00 | 56.00 | 163,744.00 | 60.00 | 175,440.00 | 56.00 | 163,744.00 |
| 0047 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | 100.00 | 200.00 |
| 0048 | 805-01-00700 | Class A Concrete (Bents) | 79.46 | CUYD | 850.00 | 67,541.00 | 950.00 | 75,487.00 | 900.00 | 71,514.00 | 1,200.00 | 95,352.00 |
| 0049 | 805-03-00100 | Class AA Concrete | 296.36 | CUYD | 500.00 | 148,180.00 | 650.00 | 192,634.00 | 713.00 | 211,304.68 | 600.00 | 177,816.00 |
| 0050 | 806-01-00100 | Deformed Reinforcing Steel | 74,846 | LB | 0.90 | 67,361.40 | 0.85 | 63,619.10 | 1.00 | 74,846.00 | 1.00 | 74,846.00 |
| 0051 | 810-01-00100 | Concrete Railing (Standard Barrier) | 280 | LNFT | 100.00 | 28,000.00 | 105.00 | 29,400.00 | 200.00 | 56,000.00 | 75.00 | 21,000.00 |
| 0052 | 813-01-00100 | Concrete Approach Slabs | 835.3 | SQYD | 185.00 | 154,530.50 | 165.00 | 137,824.50 | 160.00 | 133,648.00 | 200.00 | 167,060.00 |
| CONTRACTOR TOTAL | 2,144,327.31 | 2,248,164.20 | 2,443,670.78 | 2,935,155.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cycle Construction Co. L.L.C. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 7,500.00 | 7,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA. 210+04.08, 24'x60' Timber Trestle w/I-Beam w/Conc. Deck | 1 | EACH | 12,500.00 | 12,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA. 110+02.63 24'x60' Timber Trestle w/I-Beam Stringers w/ Conc. Deck Bridge | 1 | EACH | 12,500.00 | 12,500.00 |
| 0004 | 202-02-32120 | Removal of Pipe (Side Drain) . | 160 | LNFT | 24.00 | 3,840.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 886.8 | SQYD | 9.50 | 8,424.60 |
| 0006 | 203-02-00100 | Drainage Excavation | 789 | CUYD | 22.00 | 17,358.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 123,000.00 | 123,000.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 14 | EACH | 143.00 | 2,002.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,156.2 | LNFT | 2.00 | 2,312.40 |
| 0010 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 2,211.3 | SQYD | 23.00 | 50,859.90 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 1,000 | TON | 300.00 | 300,000.00 |
| 0012 | 401-01-00100 | Aggregate Surface Course (Net Section) | 48.6 | CUYD | 89.00 | 4,325.40 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 79.00 | 39,500.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 316.8 | TON | 172.00 | 54,489.60 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 243.8 | TON | 172.00 | 41,933.60 |
| 0016 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 48 | LNFT | 55.00 | 2,640.00 |
| 0017 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 77 | LNFT | 85.00 | 6,545.00 |
| 0018 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 35 | LNFT | 97.00 | 3,395.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 562.5 | LNFT | 23.00 | 12,937.50 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 75.00 | 15,000.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,400.00 | 9,600.00 |
| 0022 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,740.00 | 10,960.00 |
| 0023 | 706-02-00300 | Concrete Drive (8" Thick) | 78.4 | SQYD | 80.00 | 6,272.00 |
| 0024 | 708-01-00100 | Right-of-Way Monument | 8 | EACH | 700.00 | 5,600.00 |
| 0025 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 230.00 | 1,840.00 |
| 0026 | 712-04-00100 | Flexible Revetment | 722 | SQYD | 60.50 | 43,681.00 |
| 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0028 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 8,390 | LNFT | 0.25 | 2,097.50 |
| 0029 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 410 | LNFT | 1.00 | 410.00 |
| 0030 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.2 | MILE | 542.25 | 108.45 |
| 0031 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 300 | EACH | 6.00 | 1,800.00 |
| 0032 | 717-01-00100 | Seeding | 12 | LB | 23.00 | 276.00 |
| 0033 | 718-01-00100 | Fertilizer | 323 | LB | 2.00 | 646.00 |
| 0034 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,427 | SQYD | 1.15 | 1,641.05 |
| 0035 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 30,000.00 | 30,000.00 |
| 0036 | 725-01-00100 | Temporary Detour Roads | 7,960 | SQYD | 90.50 | 720,380.00 |
| 0037 | 725-02-00100 | Temporary Detour Bridging | 140 | LNFT | 4,245.00 | 594,300.00 |
| 0038 | 727-01-00100 | Mobilization | 1 | LUMP | 676,000.00 | 676,000.00 |
| 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 92.00 | 736.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 117 | EACH | 6.00 | 702.00 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.695 | MILE | 3,277.00 | 2,277.52 |
| 0042 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (24" Width) (Thermoplastic 90 mil) | 0.05 | MILE | 22,832.00 | 1,141.60 |
| 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.344 | MILE | 988.00 | 339.87 |
| 0044 | 732-05-00100 | Removal of Existing Markings | 0.19 | MILE | 5,708.00 | 1,084.52 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 36,750.00 | 36,750.00 |
| 0046 | 804-01-00200 | Precast Concrete Piles (14") | 2,924 | LNFT | 82.00 | 239,768.00 |
| 0047 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 10,750.00 | 21,500.00 |
| 0048 | 805-01-00700 | Class A Concrete (Bents) | 79.46 | CUYD | 1,484.00 | 117,918.64 |
| 0049 | 805-03-00100 | Class AA Concrete | 296.36 | CUYD | 787.00 | 233,235.32 |
| 0050 | 806-01-00100 | Deformed Reinforcing Steel | 74,846 | LB | 0.75 | 56,134.50 |
| 0051 | 810-01-00100 | Concrete Railing (Standard Barrier) | 280 | LNFT | 100.00 | 28,000.00 |
| 0052 | 813-01-00100 | Concrete Approach Slabs | 835.3 | SQYD | 145.00 | 121,118.50 |
| CONTRACTOR TOTAL | 3,717,381.47 | |||||