| |||
| DBE GOAL FED | |||
| Lead Project: 713-21-0107 | |||
| Parish: FRANKLIN | |||
| Routes: | |||
| Description: HARVARD STREET, DEER CREEK, AND MARK FRANKS ROAD BRIDGES | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete overlay, pavement patching & widening, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $825,137.30 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $908,570.08 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $980,747.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - C W & W CONTRACTORS, INC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 14,500.00 | 14,500.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta.1+150.000, 9.475 m wide x 17.350 m long timber bridge) |
1 | ea | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-02 | removal of bridge (sta.1+150.000, 6.160 m wide x 23.420 m long timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 | ||||
| 202-02-A-03 | removal of bridge (sta.1+150.000, 5.095 m wide x 17.306 m long timber bridge) |
1 | ea | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | ||||
| 203-06 | excavation & embankment | lump | lump | 58,000.00 | 58,000.00 | 25,000.00 | 25,000.00 | ||||
| 204-02 | temporary hay or straw bales | 70 | ea | 1.00 | 70.00 | 10.00 | 700.00 | ||||
| 204-03 | temporary slope drains | 90 | ln m | 1.00 | 90.00 | 30.00 | 2,700.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 12 | ea | 1.00 | 12.00 | 125.00 | 1,500.00 | ||||
| 204-06 | temporary silt fencing | 689 | ln m | 1.00 | 689.00 | 10.00 | 6,890.00 | ||||
| 302-01 | class ii base course | 176.7 | cu m | 150.00 | 26,505.00 | 100.00 | 17,670.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
37 | cu m | 66.00 | 2,442.00 | 100.00 | 3,700.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 87.0 | cu m | 71.00 | 6,177.00 | 100.00 | 8,700.00 | ||||
| 502-01 | superpave asphaltic concrete | 296.4 | Mg | 187.50 | 55,575.00 | 250.00 | 74,100.00 | ||||
| 701-05-I | side drain pipe (600 mm) | 32.0 | ln m | 176.00 | 5,632.00 | 125.00 | 4,000.00 | ||||
| 701-05-I-01 | side drain pipe (600 mm) (erosion) | 20.0 | ln m | 176.00 | 3,520.00 | 125.00 | 2,500.00 | ||||
| 701-05-M | side drain pipe (900 mm) | 8.0 | ln m | 330.00 | 2,640.00 | 200.00 | 1,600.00 | ||||
| 701-05-M-01 | side drain pipe (900 mm) (erosion) | 30.0 | ln m | 330.00 | 9,900.00 | 200.00 | 6,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 45.72 | ln m | 176.00 | 8,046.72 | 225.00 | 10,287.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 45.72 | ln m | 148.00 | 6,766.56 | 105.00 | 4,800.60 | ||||
| 704-11-A | guard rail end treatment (flared) | 2 | ea | 2,838.00 | 5,676.00 | 2,400.00 | 4,800.00 | ||||
| 706-01-A | concrete walk (100 mm thick) | 10.8 | sq m | 85.00 | 918.00 | 100.00 | 1,080.00 | ||||
| 711-01-C | riprap (15 kg, 360 mm thick) | 311 | sq m | 64.00 | 19,904.00 | 80.00 | 24,880.00 | ||||
| 711-01-D | riprap (25 kg, 460 mm thick) | 640 | sq m | 64.00 | 40,960.00 | 85.00 | 54,400.00 | ||||
| 711-04 | geotextile fabric | 951 | sq m | 4.00 | 3,804.00 | 3.00 | 2,853.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 11,000.00 | 11,000.00 | 17,000.00 | 17,000.00 | ||||
| 724-01-B | pavement patching (300 mm minimum thickness) | 54 | sq m | 142.00 | 7,668.00 | 200.00 | 10,800.00 | ||||
| 724-02 | pavement widening | 138.9 | sq m | 142.00 | 19,723.80 | 150.00 | 20,835.00 | ||||
| 727-01 | mobilization | lump | lump | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 18 | ea | 80.00 | 1,440.00 | 85.00 | 1,530.00 | ||||
| 740-01 | construction layout | lump | lump | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| 804-01-C | precast concrete piles (400 mm) | 796.4 | ln m | 220.00 | 175,208.00 | 230.00 | 183,172.00 | ||||
| 804-12 | loading permanent piles | 3 | ea | 1.00 | 3.00 | 250.00 | 750.00 | ||||
| 805-10-A | bridge superstructure & substructure (8.5 m roadway; 90 degree crossing) (with sidewalk) (cast-in-place) |
4 | span | 27,500.00 | 110,000.00 | 25,000.00 | 100,000.00 | ||||
| 805-10-B | bridge superstructure & substructure (7.3 m roadway; 90 degree crossing) (cast-in-place bents) |
9 | span | 18,500.00 | 166,500.00 | 24,000.00 | 216,000.00 | ||||
| S-001 | vibration monitoring | lump | lump | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | ||||
| S-101 | concrete approach slabs (7.3 m roadway; 90 degree crossing) |
2 | ea | 7,400.00 | 14,800.00 | 7,500.00 | 15,000.00 | ||||
| S-102 | concrete approach slabs (8.5 m roadway; 90 degree crossing) (with tapered barrier rail) |
2 | ea | 7,950.00 | 15,900.00 | 10,000.00 | 20,000.00 | ||||
| CONTRACTOR TOTAL | 908,570.08 | 980,747.60 | |||||||||