Bid Tabulations
Letting of
11/14/2012
LA DOTD Headquarters
| Lead Project: H.002116.6 | |
| Parish: Vermilion | |
| Routes: LA 35 | |
| Description: LA 35: LA 82 - LA 335 | |
| Type Const: GRADING, CLASS II BASE COURSE, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY and RELATED WORK. | |
| Estimated Construction Cost: $3,485,138.88 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33663 | Glenn Lege Construction Inc | $3,428,616.09 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $3,591,700.54 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $3,781,193.44 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $4,041,312.56 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Glenn Lege Construction Inc |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Diamond B Construction 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 | 202-02-32120 | Removal of Pipe (Side Drain) (24" RCP) | 56 | LNFT | 8.00 | 448.00 | 25.00 | 1,400.00 | 11.00 | 616.00 | 25.00 | 1,400.00 |
| 0002 | 202-02-32180 | Removal of Pipe Headwalls | 2 | EACH | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 1,600.00 | 3,200.00 | 600.00 | 1,200.00 |
| 0003 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 74 | SQYD | 12.50 | 925.00 | 20.00 | 1,480.00 | 25.00 | 1,850.00 | 30.00 | 2,220.00 |
| 0004 | 203-01-00100 | General Excavation | 65 | CUYD | 11.00 | 715.00 | 5.00 | 325.00 | 130.00 | 8,450.00 | 15.00 | 975.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,500 | CUYD | 13.50 | 20,250.00 | 16.00 | 24,000.00 | 30.00 | 45,000.00 | 20.00 | 30,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 88 | EACH | 126.25 | 11,110.00 | 1.00 | 88.00 | 110.00 | 9,680.00 | 140.00 | 12,320.00 |
| 0007 | 302-02-03080 | Class II Base Course (8" Thick) (Asphaltic Concrete Base on Embankment Layer) | 233 | SQYD | 55.50 | 12,931.50 | 70.00 | 16,310.00 | 54.00 | 12,582.00 | 65.00 | 15,145.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5,377.4 | CUYD | 38.00 | 204,341.20 | 40.00 | 215,096.00 | 1.00 | 5,377.40 | 83.00 | 446,324.20 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 25,886.7 | TON | 82.00 | 2,122,709.40 | 90.00 | 2,329,803.00 | 87.00 | 2,252,142.90 | 88.00 | 2,278,029.60 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,276.5 | TON | 100.00 | 227,650.00 | 10.00 | 22,765.00 | 135.00 | 307,327.50 | 138.00 | 314,157.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 116,108 | SQYD | 1.00 | 116,108.00 | 1.75 | 203,189.00 | 1.47 | 170,678.76 | 1.50 | 174,162.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 3,283 | SQYD | 81.00 | 265,923.00 | 80.00 | 262,640.00 | 74.00 | 242,942.00 | 88.00 | 288,904.00 |
| 0013 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 90 | LNFT | 155.00 | 13,950.00 | 30.00 | 2,700.00 | 130.00 | 11,700.00 | 80.00 | 7,200.00 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 178.1 | LNFT | 54.50 | 9,706.45 | 60.00 | 10,686.00 | 51.00 | 9,083.10 | 55.00 | 9,795.50 |
| 0015 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 87.5 | LNFT | 85.00 | 7,437.50 | 75.00 | 6,562.50 | 80.00 | 7,000.00 | 85.00 | 7,437.50 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 525 | LNFT | 23.50 | 12,337.50 | 25.00 | 13,125.00 | 23.00 | 12,075.00 | 24.00 | 12,600.00 |
| 0017 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,620.00 | 18,340.00 | 3,100.00 | 21,700.00 | 2,500.00 | 17,500.00 | 2,700.00 | 18,900.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 34,151.58 | 34,151.58 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 90,000.00 | 90,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.369 | MILE | 700.00 | 11,458.30 | 400.00 | 6,547.60 | 170.00 | 2,782.73 | 325.00 | 5,319.93 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 14.726 | MILE | 190.00 | 2,797.94 | 1.00 | 14.73 | 180.00 | 2,650.68 | 480.00 | 7,068.48 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 41.609 | MILE | 300.00 | 12,482.70 | 1.00 | 41.61 | 280.00 | 11,650.52 | 555.00 | 23,093.00 |
| 0022 | 726-01-00100 | Bedding Material | 15 | CUYD | 100.00 | 1,500.00 | 115.00 | 1,725.00 | 105.00 | 1,575.00 | 120.00 | 1,800.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 208,880.00 | 208,880.00 | 310,000.00 | 310,000.00 | 380,000.00 | 380,000.00 | 200,000.00 | 200,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 25 | EACH | 93.00 | 2,325.00 | 75.00 | 1,875.00 | 90.00 | 2,250.00 | 90.00 | 2,250.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,315 | EACH | 4.50 | 5,917.50 | 5.00 | 6,575.00 | 4.25 | 5,588.75 | 5.90 | 7,758.50 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 20.805 | MILE | 2,700.00 | 56,173.50 | 2,600.00 | 54,093.00 | 2,600.00 | 54,093.00 | 2,600.00 | 54,093.00 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.363 | MILE | 740.00 | 5,448.62 | 700.00 | 5,154.10 | 700.00 | 5,154.10 | 950.00 | 6,994.85 |
| 0028 | 735-01-00100 | Mailboxes | 69 | EACH | 1.10 | 75.90 | 10.00 | 690.00 | 1.00 | 69.00 | 15.00 | 1,035.00 |
| 0029 | 735-02-00100 | Mailbox Supports (Single) | 68 | EACH | 130.00 | 8,840.00 | 125.00 | 8,500.00 | 120.00 | 8,160.00 | 125.00 | 8,500.00 |
| 0030 | 735-03-00100 | Mailbox Supports (Double) | 3 | EACH | 185.00 | 555.00 | 175.00 | 525.00 | 175.00 | 525.00 | 150.00 | 450.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 28,500.00 | 28,500.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 7,000.00 | 7,000.00 |
| 0032 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,590 | INLF | 1.25 | 1,987.50 | 1.00 | 1,590.00 | 71.00 | 112,890.00 | 2.00 | 3,180.00 |
| 0033 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,640.00 | 1,640.00 | 1,500.00 | 1,500.00 | 1,600.00 | 1,600.00 | 2,000.00 | 2,000.00 |
| CONTRACTOR TOTAL | 3,428,616.09 | 3,591,700.54 | 3,781,193.44 | 4,041,312.56 | ||||||||