| |||
| Lead Project: 259-01-0010 | |||
| Parish: E FELICIANA | |||
| Routes: LA 63 | |||
| Description: LA 37 - LA 67 | |||
| Type Const: ultra-thin hmac wearing course system, pavement patching and related work. | |||
| Estimated Construction Cost: $1,301,684.77 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,734,413.52 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,800,932.55 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $1,843,039.70 |
| 4 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,848,878.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - BARBER BROS. CONTRACTING CO., L.L.C |
- 4 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 400 | SQYD | 80.00 | 32,000.00 | 155.00 | 62,000.00 | 75.00 | 30,000.00 | 120.00 | 48,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 35,000.00 | 35,000.00 | 22,000.00 | 22,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 24 | LNFT | 1.00 | 24.00 | 1.00 | 24.00 | 2.00 | 48.00 | 0.50 | 12.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.594 | MILE | 350.00 | 2,307.90 | 350.00 | 2,307.90 | 350.00 | 2,307.90 | 150.00 | 989.10 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 45.162 | MILE | 1.00 | 45.16 | 700.00 | 31,613.40 | 600.00 | 27,097.20 | 250.00 | 11,290.50 |
| 713-06 | temporary reflectorized raised pavement markers | 1,786 | EACH | 0.01 | 17.86 | 2.50 | 4,465.00 | 6.00 | 10,716.00 | 6.00 | 10,716.00 |
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 160,000.00 | 160,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 731-02 | reflectorized raised pavement markers | 1,786 | EACH | 6.00 | 10,716.00 | 6.00 | 10,716.00 | 6.00 | 10,716.00 | 6.00 | 10,716.00 |
| 732-01-E-03 | plastic pavement striping (24" width) hot appl thermo (40 mil thickness) |
24 | LNFT | 3.75 | 90.00 | 4.00 | 96.00 | 5.00 | 120.00 | 4.00 | 96.00 |
| 732-02-A-03 | plast pvmt striping(solid line)(4" width)hot appl thermo (40mil thickness) |
45.162 | MILE | 1,600.00 | 72,259.20 | 1,500.00 | 67,743.00 | 1,600.00 | 72,259.20 | 1,700.00 | 76,775.40 |
| 732-03-A-03 | plastic pvmt striping(broken line)(4" width) hot appl thermo (40 mil thick) |
6.594 | MILE | 600.00 | 3,956.40 | 625.00 | 4,121.25 | 600.00 | 3,956.40 | 700.00 | 4,615.80 |
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| S-001 | saw-cutting asphaltic concrete patches (12" deep) | 147 | LNFT | 15.00 | 2,205.00 | 50.00 | 7,350.00 | 25.00 | 3,675.00 | 8.00 | 1,176.00 |
| S-002 | surface preparation | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 123,700.00 | 123,700.00 |
| S-970 | ultra-thin hmac wearing course system (0.75 inch thick) | 194,592 | SQYD | 7.25 | 1,410,792.00 | 6.75 | 1,313,496.00 | 7.00 | 1,362,144.00 | 7.25 | 1,410,792.00 |
| CONTRACTOR TOTAL | 1,734,413.52 | 1,800,932.55 | 1,843,039.70 | 1,848,878.80 | |||||||