| |||
| DBE GOAL FED | |||
| Lead Project: 713-49-0105 | |||
| Parish: ST LANDRY | |||
| Routes: | |||
| Description: SPANISH TRAIL ROAD BRIDGE | |||
| Type Const:
clearing and grubbing, drainage structures, precast prestressed concrete girder spans bridge, and related work. | |||
| Estimated Construction Cost: $213,959.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $301,037.60 |
| 2 | 00060 | F. MILLER & SONS, LLC | $329,162.80 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $342,919.20 |
| 4 | 18546 | C W & W CONTRACTORS, INC. | $409,188.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - F. MILLER & SONS, LLC |
- 3 - GUINN BROTHERS, LLC. |
- 4 - 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 | 25,000.00 | 25,000.00 | 9,400.00 | 9,400.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 202-02-A-01 | removal of bridge(sta. 10+000;15.544m x 5.486m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 |
| 203-06 | excavation & embankment | lump | lump | 10,000.00 | 10,000.00 | 28,000.00 | 28,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 204-02 | temporary hay or straw bales | 20 | ea | 25.00 | 500.00 | 12.00 | 240.00 | 10.00 | 200.00 | 10.00 | 200.00 |
| 204-03 | temporary slope drains | 10 | ln m | 50.00 | 500.00 | 30.00 | 300.00 | 10.00 | 100.00 | 35.00 | 350.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 200.00 | 800.00 | 130.00 | 520.00 | 100.00 | 400.00 | 125.00 | 500.00 |
| 204-06 | temporary silt fencing | 320 | ln m | 12.00 | 3,840.00 | 6.00 | 1,920.00 | 5.00 | 1,600.00 | 10.00 | 3,200.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 75.0 | cu m | 200.00 | 15,000.00 | 95.00 | 7,125.00 | 95.00 | 7,125.00 | 105.00 | 7,875.00 |
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 87.0 | ln m | 95.00 | 8,265.00 | 96.00 | 8,352.00 | 138.00 | 12,006.00 | 90.00 | 7,830.00 |
| 701-05-I | side drain pipe (600 mm) | 18.0 | ln m | 135.00 | 2,430.00 | 158.00 | 2,844.00 | 215.00 | 3,870.00 | 125.00 | 2,250.00 |
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 16.0 | ln m | 145.00 | 2,320.00 | 158.00 | 2,528.00 | 215.00 | 3,440.00 | 125.00 | 2,000.00 |
| 702-03-A | catch basins (cb-01) | 1 | ea | 3,800.00 | 3,800.00 | 4,000.00 | 4,000.00 | 4,300.00 | 4,300.00 | 3,500.00 | 3,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 172.00 | 5,242.56 | 580.00 | 17,678.40 | 195.00 | 5,943.60 | 215.00 | 6,553.20 |
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 73.00 | 2,225.04 | 260.00 | 7,924.80 | 95.00 | 2,895.60 | 95.00 | 2,895.60 |
| 705-01 | barbed wire fence | 32 | ln m | 18.00 | 576.00 | 45.00 | 1,440.00 | 35.00 | 1,120.00 | 30.00 | 960.00 |
| 705-05 | double swinging driveway gates | 1 | dbgt | 750.00 | 750.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 |
| 712-04 | flexible revetment | 300 | sq m | 54.00 | 16,200.00 | 60.00 | 18,000.00 | 85.00 | 25,500.00 | 100.00 | 30,000.00 |
| 713-01 | temporary signs & barricades | lump | lump | 10,000.00 | 10,000.00 | 8,800.00 | 8,800.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 726-01 | bedding material | 2.5 | cu m | 200.00 | 500.00 | 220.00 | 550.00 | 350.00 | 875.00 | 250.00 | 625.00 |
| 727-01 | mobilization | lump | lump | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 63,000.00 | 63,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | ea | 70.00 | 560.00 | 70.00 | 560.00 | 95.00 | 760.00 | 100.00 | 800.00 |
| 740-01 | construction layout | lump | lump | 5,000.00 | 5,000.00 | 6,400.00 | 6,400.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 250.2 | ln m | 140.00 | 35,028.00 | 153.00 | 38,280.60 | 165.00 | 41,283.00 | 250.00 | 62,550.00 |
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 805-10-A | bridge superstructure & substructure(90 degree crossing,7.3m roadway; precast) |
5 | span | 23,500.00 | 117,500.00 | 25,400.00 | 127,000.00 | 23,000.00 | 115,000.00 | 25,000.00 | 125,000.00 |
| CONTRACTOR TOTAL | 301,037.60 | 329,162.80 | 342,919.20 | 409,188.80 | |||||||