| READV |
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| DBE GOAL FED | |||
| Lead Project: 713-59-0194 | |||
| Parish: E FELICIANA | |||
| Routes: | |||
| Description: TRIB.TO SPRING CREEK & BRIDGES OVER PRETTY & RICHLAND CREEK | |||
| Type Const:
grading, class ii base course, drainage structures, superpave asphaltic concrete pavement, portland cement concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $863,899.40 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $998,085.00 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $1,169,839.20 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,176,409.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - T. L. WALLACE CONSTRUCTION, INC. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - GUINN BROTHERS, LLC. |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 89,000.00 | 89,000.00 | 36,000.00 | 36,000.00 | 65,000.00 | 65,000.00 | 33,000.00 | 33,000.00 |
| 202-02-A-01 | removal of bridge (sta. 101+58.720; 13.90 m x 6.15 m; 3 span timber bridge) |
1 | ea | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 8,500.00 | 8,500.00 | 3,200.00 | 3,200.00 |
| 202-02-A-02 | removal of bridge (sta. 101+50.215; 25.80 m x 6.15 m; 5 span timber bridge) |
1 | ea | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 6,500.00 | 6,500.00 |
| 202-02-A-03 | removal of bridge (sta. 101+71.317; 28.96 m x 4.88 m; 6 span timber bridge) |
1 | ea | 7,000.00 | 7,000.00 | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | 8,000.00 | 8,000.00 |
| 202-02-A-04 | removal of bridge (sta. 102+41.386; 15.00m x 5.66m timber bridge) |
1 | ea | 2,000.00 | 2,000.00 | 7,000.00 | 7,000.00 | 8,500.00 | 8,500.00 | 3,200.00 | 3,200.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,187.0 | sq m | 5.50 | 6,528.50 | 6.00 | 7,122.00 | 5.00 | 5,935.00 | 5.55 | 6,587.85 |
| 203-06 | excavation & embankment | lump | lump | 70,000.00 | 70,000.00 | 80,000.00 | 80,000.00 | 105,000.00 | 105,000.00 | 83,250.00 | 83,250.00 |
| 204-02 | temporary hay or straw bales | 120 | ea | 9.00 | 1,080.00 | 8.00 | 960.00 | 10.00 | 1,200.00 | 7.75 | 930.00 |
| 204-03 | temporary slope drains | 30 | ln m | 15.00 | 450.00 | 35.00 | 1,050.00 | 10.00 | 300.00 | 33.30 | 999.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | ea | 65.00 | 780.00 | 160.00 | 1,920.00 | 100.00 | 1,200.00 | 166.50 | 1,998.00 |
| 204-06 | temporary silt fencing | 150 | ln m | 20.00 | 3,000.00 | 16.00 | 2,400.00 | 5.00 | 750.00 | 1.50 | 225.00 |
| 302-01 | class ii base course | 418.6 | cu m | 129.00 | 53,999.40 | 70.00 | 29,302.00 | 85.00 | 35,581.00 | 75.50 | 31,604.30 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 173.3 | cu m | 41.00 | 7,105.30 | 50.00 | 8,665.00 | 85.00 | 14,730.50 | 52.00 | 9,011.60 |
| 502-01 | superpave asphaltic concrete | 276.1 | Mg | 120.00 | 33,132.00 | 120.00 | 33,132.00 | 175.00 | 48,317.50 | 180.00 | 49,698.00 |
| 701-01-O | cross drain pipe (1200 mm rcp/pcp) | 33.0 | ln m | 285.00 | 9,405.00 | 550.00 | 18,150.00 | 700.00 | 23,100.00 | 560.00 | 18,480.00 |
| 701-01-P/Q | cross drain pipe (1350 mm rcp/pcp or 1500 mm cmp) | 71.2 | ln m | 300.00 | 21,360.00 | 550.00 | 39,160.00 | 765.00 | 54,468.00 | 565.00 | 40,228.00 |
| 701-05-G | side drain pipe (450 mm) | 6.0 | ln m | 80.00 | 480.00 | 130.00 | 780.00 | 250.00 | 1,500.00 | 130.00 | 780.00 |
| 702-05-A | cross drain end treatment (4-barrell 1350 mm rcp/pcp or 1500 mm cmp) |
2 | ea | 2,100.00 | 4,200.00 | 5,000.00 | 10,000.00 | 7,500.00 | 15,000.00 | 5,000.00 | 10,000.00 |
| 702-05-B | cross drain end treatment (2-barrell 1200 mm rcp/pcp) | 2 | ea | 1,500.00 | 3,000.00 | 6,000.00 | 12,000.00 | 4,500.00 | 9,000.00 | 4,600.00 | 9,200.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 150.00 | 9,144.00 | 150.00 | 9,144.00 | 170.00 | 10,363.20 | 160.00 | 9,753.60 |
| 704-09 | guard rail anchor sections (turndown) | 60.96 | ln m | 120.00 | 7,315.20 | 150.00 | 9,144.00 | 150.00 | 9,144.00 | 160.00 | 9,753.60 |
| 705-01 | barbed wire fence | 240 | ln m | 16.00 | 3,840.00 | 18.00 | 4,320.00 | 18.00 | 4,320.00 | 18.00 | 4,320.00 |
| 711-01-D | riprap (25 kg,460 mm thick) | 683 | sq m | 55.00 | 37,565.00 | 65.00 | 44,395.00 | 75.00 | 51,225.00 | 65.50 | 44,736.50 |
| 711-04 | geotextile fabric | 683 | sq m | 3.00 | 2,049.00 | 3.00 | 2,049.00 | 5.00 | 3,415.00 | 2.75 | 1,878.25 |
| 713-01 | temporary signs & barricades | lump | lump | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 | 35,000.00 | 35,000.00 | 9,800.00 | 9,800.00 |
| 726-01 | bedding material | 72.0 | cu m | 70.00 | 5,040.00 | 60.00 | 4,320.00 | 85.00 | 6,120.00 | 55.50 | 3,996.00 |
| 727-01 | mobilization | lump | lump | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 145,000.00 | 145,000.00 | 168,000.00 | 168,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | ea | 60.00 | 480.00 | 50.00 | 400.00 | 80.00 | 640.00 | 50.00 | 400.00 |
| 729-16-C | object marker assembly (type 3) | 16 | ea | 70.00 | 1,120.00 | 80.00 | 1,280.00 | 90.00 | 1,440.00 | 72.00 | 1,152.00 |
| 740-01 | construction layout | lump | lump | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 |
| 744-01 | traffic control management | lump | lump | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 979.2 | ln m | 95.00 | 93,024.00 | 135.00 | 132,192.00 | 140.00 | 137,088.00 | 128.00 | 125,337.60 |
| 804-12 | loading permanent piles | 2 | ea | 1.00 | 2.00 | 100.00 | 200.00 | 1.00 | 2.00 | 8,325.00 | 16,650.00 |
| 805-10-A | bridge superstructure & substructure (90 degree crossing; 7.3 m rdwy) (curved) |
13 | span | 20,000.00 | 260,000.00 | 26,000.00 | 338,000.00 | 21,000.00 | 273,000.00 | 29,800.00 | 387,400.00 |
| S-101 | concrete approach slab (7.3 m rdwy, 90 degree crossing,curved) |
4 | ea | 7,200.00 | 28,800.00 | 5,000.00 | 20,000.00 | 7,500.00 | 30,000.00 | 6,585.00 | 26,340.00 |
| CONTRACTOR TOTAL | 863,899.40 | 998,085.00 | 1,169,839.20 | 1,176,409.30 | |||||||