Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 803-27-0007 | |
| Parish: Ascension | |
| Routes: LA 941 | |
| Description: LA 941 OVER I-10 GIRDER REPAIR | |
| Type Const: BRIDGE REPAIRS (GIRDER REPLACEMENT AND SPAN REPLACEMENT ALTERNATES) AND RELATED WORK. | |
| Estimated Construction Cost: $608,011.50 | |
| Maximum Number of Days Allowed for Construction: 70 | |
| Calculated Daily User Cost: $10,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 39462 | Jb James Construction Llc | $457,316.40 | 70 | $1,157,316.40 |
| 2 | 02179 | Boh Bros. Construction Co., LLC. | $519,778.30 | 69 | $1,209,778.30 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $784,915.00 | 60 | $1,384,915.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Jb James Construction Llc |
- 2 - Boh Bros. Construction Co., LLC. |
- 3 - Coastal Bridge Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 |
| 0002 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 | 106,000.00 | 106,000.00 | 115,000.00 | 115,000.00 |
| 0003 | 717-01-00100 | Seeding | 50 | LB | 50.00 | 2,500.00 | 30.00 | 1,500.00 | 15.00 | 750.00 |
| 0004 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 120,000.00 | 120,000.00 | 75,000.00 | 75,000.00 |
| 0005 | 740-01-00100 | Construction Layout | 1 | LUMP | 21,000.00 | 21,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0006 | 810-01-00200 | Concrete Railing (Slotted Barrier) Jersey Shape | 199.3 | LNFT | 65.00 | 12,954.50 | 100.00 | 19,930.00 | 200.00 | 39,860.00 |
| 0007 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 6,000.00 | 12,000.00 | 7,000.00 | 14,000.00 | 25,000.00 | 50,000.00 |
| 0022 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 20 | EACH | 350.00 | 7,000.00 | 500.00 | 10,000.00 | 1,100.00 | 22,000.00 |
| SUBTOTAL GENERAL | 170,455 | 287,930 | 315,110 | |||||||
| Alternate AA1 | ||||||||||
| 0008 | 202-02-00010 | Removal of Barrier Rail | 199.3 | EACH | 25.00 | 4,982.50 | 56.00 | 11,160.80 | 325.00 | 64,772.50 |
| 0009 | 202-02-04025 | Removal of Bridge Deck | 1,711 | SFIN | 25.00 | 42,775.00 | 15.00 | 25,665.00 | 70.00 | 119,770.00 |
| 0010 | 202-02-04029 | Removal of Bridge Girder | 199.1 | LNFT | 65.00 | 12,941.50 | 200.00 | 39,820.00 | 200.00 | 39,820.00 |
| 0011 | 805-04-00100 | Class AA(M) Concrete | 40.5 | CUYD | 3,500.00 | 141,750.00 | 1,700.00 | 68,850.00 | 2,500.00 | 101,250.00 |
| 0012 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 199.1 | LNFT | 300.00 | 59,730.00 | 340.00 | 67,694.00 | 450.00 | 89,595.00 |
| 0013 | 806-01-00100 | Deformed Reinforcing Steel | 7,439 | LB | 1.10 | 8,182.90 | 1.50 | 11,158.50 | 2.50 | 18,597.50 |
| 0014 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 |
| 0015 | NS-805-00016 | Bridge Superstructure Repair Patch for Interior Girders | 3 | EACH | 500.00 | 1,500.00 | 500.00 | 1,500.00 | 7,000.00 | 21,000.00 |
| SUBTOTAL ALT AA1 | 286,862 | 231,848 | 469,805 | |||||||
| Alternate AA2 | ||||||||||
| 0016 | 202-02-04110 | Removal of Bridge Superstructure (Concrete Girder Span) | 2,964.62 | SQFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0017 | 805-04-00100 | Class AA(M) Concrete | 77.82 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0018 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 497.8 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0019 | 806-01-00100 | Deformed Reinforcing Steel | 19,315 | LB | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0020 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0021 | NS-800-00001 | Span Movement | 2 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA2 | 0.00 | 0.00 | 0.00 | |||||||
| ITEM TOTAL (CONSTRUCTION BID) | 457,316.40 | 519,778.30 | 784,915.00 | |||||||
| NUMBER OF DAYS BID AT $10000 PER DAY. | 700,000.00 | 690,000.00 | 600,000.00 | |||||||
| TOTAL BID | 1,157,316.40 | 1,209,778.30 | 1,384,915.00 | |||||||