Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: 012-02-0029 | |
| Parish: Calcasieu | |
| Routes: LA 12 | |
| Description: PATTERSON SLOUGH TO MORMAN SLOUGH BRIDGES AND APPROACHES | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, TEMPORARY DETOUR ROAD, TEMPORARY DETOUR BRIDGING, PRECAST-PRESTRESSED CONCRETE GIRDER SPAN BRIDGES AND RELATED WORK. | |
| Estimated Construction Cost: $10,647,229.40 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $10,289,599.50 | 550 | $11,939,599.50 |
| 2 | 39462 | Jb James Construction Llc | $11,829,044.45 | 540 | $13,449,044.45 |
| 3 | 14422 | T. L. Wallace Construction, Inc. | $14,996,069.03 | 621 | $16,859,069.03 |
| 4 | 07740 | Cajun Constructors, Inc. | $17,103,176.83 | 1200 | $20,703,176.83 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Jb James Construction Llc |
- 3 - T. L. Wallace Construction, Inc. |
- 4 - Cajun Constructors, Inc. |
||||
| 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 | 765,000.00 | 765,000.00 | 950,000.00 | 950,000.00 | 950,000.00 | 950,000.00 | 316,000.00 | 316,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 18,800.00 | 18,800.00 | 60,000.00 | 60,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge AT STA. 125+92.53: 26' x 282' CONCRETE DECK GIRDER BRIDGE | 1 | EACH | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | 87,700.00 | 87,700.00 | 120,000.00 | 120,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge AT STA. 144+28.25: 25' x 282' CONCRETE DECK GIRDER BRIDGE | 1 | EACH | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | 87,700.00 | 87,700.00 | 80,000.00 | 80,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge AT STA. 150+20.87: 26' x 362' CONCRETE DECK GIRDER BRIDGE | 1 | EACH | 350,000.00 | 350,000.00 | 350,000.00 | 350,000.00 | 113,000.00 | 113,000.00 | 120,000.00 | 120,000.00 |
| 0006 | 202-02-04000 | Removal of Bridge AT STA. 136+19.03: 25' x 202' CONCRETE DECK GIRDER BRIDGE | 1 | EACH | 250,000.00 | 250,000.00 | 350,000.00 | 350,000.00 | 62,700.00 | 62,700.00 | 165,000.00 | 165,000.00 |
| 0007 | 202-02-14500 | Removal of Guard Rail | 2,040 | LNFT | 10.00 | 20,400.00 | 4.00 | 8,160.00 | 5.26 | 10,730.40 | 4.00 | 8,160.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 3,051 | CUYD | 10.00 | 30,510.00 | 13.00 | 39,663.00 | 26.00 | 79,326.00 | 5.25 | 16,017.75 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 250,000.00 | 250,000.00 | 400,000.00 | 400,000.00 | 89,000.00 | 89,000.00 | 65,000.00 | 65,000.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 30.00 | 900.00 | 15.00 | 450.00 | 15.80 | 474.00 | 19.01 | 570.30 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 50 | EACH | 300.00 | 15,000.00 | 120.00 | 6,000.00 | 130.00 | 6,500.00 | 152.02 | 7,601.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 9,900 | LNFT | 1.60 | 15,840.00 | 2.00 | 19,800.00 | 1.40 | 13,860.00 | 3.02 | 29,898.00 |
| 0013 | 302-02-04080 | Class II Base Course (8 1/2" Thick) (Asphaltic Concrete Base on Embankment Layer) | 3,587.8 | SQYD | 33.00 | 118,397.40 | 56.00 | 200,916.80 | 92.00 | 330,077.60 | 18.12 | 65,010.94 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 100.00 | 1,200.00 | 100.00 | 1,200.00 | 210.00 | 2,520.00 | 110.00 | 1,320.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,519.3 | TON | 94.00 | 142,814.20 | 130.00 | 197,509.00 | 155.00 | 235,491.50 | 169.00 | 256,761.70 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1 | TON | 600.00 | 600.00 | 500.00 | 500.00 | 775.00 | 775.00 | 169.00 | 169.00 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 5,478 | SQYD | 1.20 | 6,573.60 | 3.70 | 20,268.60 | 4.75 | 26,020.50 | 8.00 | 43,824.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 1,300 | LNFT | 20.00 | 26,000.00 | 18.00 | 23,400.00 | 18.40 | 23,920.00 | 30.00 | 39,000.00 |
| 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 400 | LNFT | 60.00 | 24,000.00 | 55.00 | 22,000.00 | 58.00 | 23,200.00 | 80.00 | 32,000.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 16 | EACH | 2,300.00 | 36,800.00 | 2,000.00 | 32,000.00 | 2,100.00 | 33,600.00 | 3,000.00 | 48,000.00 |
| 0021 | 712-04-00100 | Flexible Revetment | 4,265 | SQYD | 50.00 | 213,250.00 | 54.00 | 230,310.00 | 61.00 | 260,165.00 | 71.00 | 302,815.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 400,000.00 | 400,000.00 | 100,000.00 | 100,000.00 | 10,800.00 | 10,800.00 | 13,000.00 | 13,000.00 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.724 | MILE | 800.00 | 2,979.20 | 600.00 | 2,234.40 | 630.00 | 2,346.12 | 735.00 | 2,737.14 |
| 0024 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 125 | EACH | 2.00 | 250.00 | 5.00 | 625.00 | 0.37 | 46.25 | 10.00 | 1,250.00 |
| 0025 | 716-01-00100 | Mulch (Vegetative) | 9.3 | TON | 600.00 | 5,580.00 | 1,000.00 | 9,300.00 | 525.00 | 4,882.50 | 615.00 | 5,719.50 |
| 0026 | 717-01-00100 | Seeding | 139 | LB | 9.00 | 1,251.00 | 15.00 | 2,085.00 | 10.50 | 1,459.50 | 9.25 | 1,285.75 |
| 0027 | 718-01-00100 | Fertilizer | 4,645 | LB | 0.50 | 2,322.50 | 0.70 | 3,251.50 | 1.05 | 4,877.25 | 0.50 | 2,322.50 |
| 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 17,700.00 | 17,700.00 | 56,000.00 | 56,000.00 |
| 0029 | 725-01-00100 | Temporary Detour Roads | 13,484.7 | SQYD | 55.00 | 741,658.50 | 70.00 | 943,929.00 | 165.00 | 2,224,975.50 | 390.00 | 5,259,033.00 |
| 0030 | 725-02-00100 | Temporary Detour Bridging | 1,120 | LNFT | 1,300.00 | 1,456,000.00 | 1,000.00 | 1,120,000.00 | 3,900.00 | 4,368,000.00 | 3,900.00 | 4,368,000.00 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 900,000.00 | 900,000.00 | 1,100,000.00 | 1,100,000.00 | 1,400,000.00 | 1,400,000.00 | 750,000.00 | 750,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 90.00 | 1,440.00 | 80.00 | 1,280.00 | 79.00 | 1,264.00 | 100.00 | 1,600.00 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 667 | EACH | 5.75 | 3,835.25 | 5.00 | 3,335.00 | 5.25 | 3,501.75 | 7.00 | 4,669.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.281 | MILE | 3,500.00 | 4,483.50 | 3,000.00 | 3,843.00 | 3,150.00 | 4,035.15 | 3,750.00 | 4,803.75 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.639 | MILE | 1,100.00 | 702.90 | 850.00 | 543.15 | 840.00 | 536.76 | 1,000.00 | 639.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 200,000.00 | 200,000.00 | 400,000.00 | 400,000.00 | 200,000.00 | 200,000.00 | 46,000.00 | 46,000.00 |
| 0037 | 804-01-00600 | Precast Concrete Piles (24") | 10,348 | LNFT | 77.00 | 796,796.00 | 85.00 | 879,580.00 | 100.00 | 1,034,800.00 | 106.75 | 1,104,649.00 |
| 0038 | 804-05-00600 | Precast Concrete Test Piles (24") | 4 | EACH | 30,000.00 | 120,000.00 | 25,000.00 | 100,000.00 | 18,200.00 | 72,800.00 | 60,000.00 | 240,000.00 |
| 0039 | 804-09-00100 | Loading Test Piles | 4 | EACH | 20,000.00 | 80,000.00 | 25,000.00 | 100,000.00 | 44,000.00 | 176,000.00 | 17,200.00 | 68,800.00 |
| 0040 | 804-10-00100 | Reloading Test Piles | 4 | EACH | 1,000.00 | 4,000.00 | 100.00 | 400.00 | 1,400.00 | 5,600.00 | 400.00 | 1,600.00 |
| 0041 | 804-11-00100 | Redriving Test Piles | 4 | EACH | 1,000.00 | 4,000.00 | 100.00 | 400.00 | 2,000.00 | 8,000.00 | 400.00 | 1,600.00 |
| 0042 | 804-12-00100 | Loading Permanent Piles | 4 | EACH | 1,000.00 | 4,000.00 | 100.00 | 400.00 | 32,000.00 | 128,000.00 | 300.00 | 1,200.00 |
| 0043 | 804-17-00100 | Dynamic Monitoring | 28 | EACH | 1,000.00 | 28,000.00 | 1,500.00 | 42,000.00 | 2,400.00 | 67,200.00 | 250.00 | 7,000.00 |
| 0044 | 805-01-00700 | Class A Concrete (Bents) | 482.24 | CUYD | 600.00 | 289,344.00 | 1,100.00 | 530,464.00 | 920.00 | 443,660.80 | 955.00 | 460,539.20 |
| 0045 | 805-03-00100 | Class AA Concrete | 1,300.14 | CUYD | 650.00 | 845,091.00 | 800.00 | 1,040,112.00 | 650.00 | 845,091.00 | 875.00 | 1,137,622.50 |
| 0046 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 9,796 | LNFT | 55.00 | 538,780.00 | 75.00 | 734,700.00 | 57.00 | 558,372.00 | 79.00 | 773,884.00 |
| 0047 | 806-01-00100 | Deformed Reinforcing Steel | 443,417 | LB | 0.85 | 376,904.45 | 1.00 | 443,417.00 | 0.85 | 376,904.45 | 1.00 | 443,417.00 |
| 0048 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 165,000.00 | 165,000.00 | 200,000.00 | 200,000.00 | 183,000.00 | 183,000.00 | 115,000.00 | 115,000.00 |
| 0049 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,480 | LNFT | 60.00 | 148,800.00 | 62.00 | 153,760.00 | 63.00 | 156,240.00 | 70.00 | 173,600.00 |
| 0050 | 813-01-00100 | Concrete Approach Slabs | 1,455.52 | SQYD | 175.00 | 254,716.00 | 200.00 | 291,104.00 | 165.00 | 240,160.80 | 190.00 | 276,548.80 |
| 0051 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 0.638 | MILE | 10,000.00 | 6,380.00 | 8,000.00 | 5,104.00 | 400.00 | 255.20 | 5,500.00 | 3,509.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 10,289,599.50 | 11,829,044.45 | 14,996,069.03 | 17,103,176.83 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 1,650,000.00 | 1,620,000.00 | 1,863,000.00 | 3,600,000.00 | ||||||||
| TOTAL BID | 11,939,599.50 | 13,449,044.45 | 16,859,069.03 | 20,703,176.83 | ||||||||