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| DBE GOAL FED | |||
| Lead Project: 713-06-0117 | |||
| Parish: BEAUREGARD | |||
| Routes: | |||
| Description: BRIDGES ON HAUSER, GREENTOWN, AND SMYRNA ROADS. | |||
| Type Const:
grading, class ii base course, superpave asph conc pvmt., concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $556,575.20 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $597,380.00 |
| 3 | 12136 | SHILOH CONTRACTORS, INC. | $666,953.50 |
| 4 | 15288 | GULF SOUTH PILING & CONST., INC. | $698,938.50 |
| 5 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $739,091.70 |
| 6 | 00060 | F. MILLER & SONS, LLC | $783,880.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - SHILOH CONTRACTORS, INC. |
- 4 - GULF SOUTH PILING & CONST., INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-01 | removal of bridge(sta.106+60.63;22'w x 77'l,timber bridge) |
1 | EACH | 6,200.00 | 6,200.00 | 6,000.00 | 6,000.00 | 2,850.00 | 2,850.00 | 10,000.00 | 10,000.00 |
| 202-02-A-02 | removal of bridge(sta.108+68.83;19'w x 58'l,timber piles & caps w/precast concrete deck) |
1 | EACH | 6,200.00 | 6,200.00 | 5,000.00 | 5,000.00 | 2,200.00 | 2,200.00 | 7,500.00 | 7,500.00 |
| 202-02-A-03 | removal of bridge(sta.119+33.00;20'w x 52'l,timber piles & caps w/precast concrete deck) |
1 | EACH | 6,200.00 | 6,200.00 | 5,000.00 | 5,000.00 | 2,850.00 | 2,850.00 | 7,500.00 | 7,500.00 |
| 202-02-G | removal of surfacing & stabilized base | 499.3 | SQYD | 8.00 | 3,994.40 | 4.00 | 1,997.20 | 5.00 | 2,496.50 | 5.00 | 2,496.50 |
| 203-06 | excavation & embankment | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 27,000.00 | 27,000.00 | 45,000.00 | 45,000.00 |
| 204-02 | temporary hay or straw bales | 16 | EACH | 10.00 | 160.00 | 10.00 | 160.00 | 1.00 | 16.00 | 15.00 | 240.00 |
| 204-03 | temporary slope drains | 360 | LNFT | 6.00 | 2,160.00 | FREE | FREE | 1.00 | 360.00 | 10.00 | 3,600.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 250.00 | 3,000.00 | 100.00 | 1,200.00 | 1.00 | 12.00 | 125.00 | 1,500.00 |
| 204-06 | temporary silt fencing | 2,024 | LNFT | 2.50 | 5,060.00 | 1.50 | 3,036.00 | 2.75 | 5,566.00 | 1.50 | 3,036.00 |
| 302-01-A | class ii base course (stone or recycled pcc) | 251.1 | CUYD | 58.00 | 14,563.80 | 95.00 | 23,854.50 | 75.00 | 18,832.50 | 90.00 | 22,599.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
6 | CUYD | 250.00 | 1,500.00 | 100.00 | 600.00 | 110.00 | 660.00 | 150.00 | 900.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 83.3 | CUYD | 65.00 | 5,414.50 | 1.00 | 83.30 | 70.00 | 5,831.00 | 100.00 | 8,330.00 |
| 502-01 | superpave asphaltic concrete | 208.3 | TON | 125.00 | 26,037.50 | 140.00 | 29,162.00 | 125.00 | 26,037.50 | 210.00 | 43,743.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 52.50 | 15,750.00 | 58.00 | 17,400.00 | 40.00 | 12,000.00 | 40.00 | 12,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 300.0 | LNFT | 27.00 | 8,100.00 | 32.00 | 9,600.00 | 45.00 | 13,500.00 | 45.00 | 13,500.00 |
| 705-05 | double swinging driveway gate | 1 | DBGT | 600.00 | 600.00 | 1,000.00 | 1,000.00 | 750.00 | 750.00 | 750.00 | 750.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 680 | SQYD | 40.00 | 27,200.00 | 45.00 | 30,600.00 | 40.00 | 27,200.00 | 50.00 | 34,000.00 |
| 711-04 | geotextile fabric | 680 | SQYD | 2.50 | 1,700.00 | 2.00 | 1,360.00 | 2.50 | 1,700.00 | 3.00 | 2,040.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 16,500.00 | 16,500.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 |
| 727-01 | mobilization | lump | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 70,000.00 | 70,000.00 | 69,000.00 | 69,000.00 |
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 70.00 | 1,680.00 | 75.00 | 1,800.00 | 70.00 | 1,680.00 | 70.00 | 1,680.00 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 11,000.00 | 11,000.00 | 16,000.00 | 16,000.00 |
| 804-01-B | precast concrete piles (14") | 3,486 | LNFT | 32.00 | 111,552.00 | 34.00 | 118,524.00 | 42.00 | 146,412.00 | 34.00 | 118,524.00 |
| 804-12 | loading permanent piles | 3 | EACH | 1.00 | 3.00 | 1.00 | 3.00 | FREE | FREE | 500.00 | 1,500.00 |
| 805-10-A | bridge superstructure & substructure(90 degree crossing,24'clear roadway) |
7 | SPAN | 17,000.00 | 119,000.00 | 17,500.00 | 122,500.00 | 18,000.00 | 126,000.00 | 17,500.00 | 122,500.00 |
| 805-10-B | bridge superstructure & substructure(60 degree crossing; 24'clear roadway) |
5 | SPAN | 17,000.00 | 85,000.00 | 17,500.00 | 87,500.00 | 19,000.00 | 95,000.00 | 18,000.00 | 90,000.00 |
| S-101 | concrete approach slabs(90 degree crossing; 24'clear roadway) (w/out asphalt) |
4 | EACH | 7,000.00 | 28,000.00 | 6,500.00 | 26,000.00 | 7,000.00 | 28,000.00 | 5,000.00 | 20,000.00 |
| S-102 | concrete approach slabs(60 degree crossing; 24'clear roadway) (w/out asphalt) |
2 | EACH | 7,000.00 | 14,000.00 | 6,500.00 | 13,000.00 | 7,000.00 | 14,000.00 | 5,500.00 | 11,000.00 |
| CONTRACTOR TOTAL | 556,575.20 | 597,380.00 | 666,953.50 | 698,938.50 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KOSTMAYER CONSTRUCTION, LLC |
- 6 - F. MILLER & SONS, LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 27,500.00 | 27,500.00 | 30,000.00 | 30,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta.106+60.63;22'w x 77'l,timber bridge) |
1 | EACH | 7,000.00 | 7,000.00 | 34,000.00 | 34,000.00 | ||||
| 202-02-A-02 | removal of bridge(sta.108+68.83;19'w x 58'l,timber piles & caps w/precast concrete deck) |
1 | EACH | 7,000.00 | 7,000.00 | 27,000.00 | 27,000.00 | ||||
| 202-02-A-03 | removal of bridge(sta.119+33.00;20'w x 52'l,timber piles & caps w/precast concrete deck) |
1 | EACH | 7,000.00 | 7,000.00 | 27,000.00 | 27,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 499.3 | SQYD | 9.00 | 4,493.70 | 7.00 | 3,495.10 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 | ||||
| 204-02 | temporary hay or straw bales | 16 | EACH | 12.00 | 192.00 | 10.00 | 160.00 | ||||
| 204-03 | temporary slope drains | 360 | LNFT | 8.00 | 2,880.00 | 9.00 | 3,240.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 290.00 | 3,480.00 | 125.00 | 1,500.00 | ||||
| 204-06 | temporary silt fencing | 2,024 | LNFT | 2.50 | 5,060.00 | 1.35 | 2,732.40 | ||||
| 302-01-A | class ii base course (stone or recycled pcc) | 251.1 | CUYD | 75.00 | 18,832.50 | 47.00 | 11,801.70 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
6 | CUYD | 60.00 | 360.00 | 55.00 | 330.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 83.3 | CUYD | 60.00 | 4,998.00 | 48.00 | 3,998.40 | ||||
| 502-01 | superpave asphaltic concrete | 208.3 | TON | 185.00 | 38,535.50 | 215.00 | 44,784.50 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 48.00 | 14,400.00 | 52.00 | 15,600.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 300.0 | LNFT | 54.00 | 16,200.00 | 27.00 | 8,100.00 | ||||
| 705-05 | double swinging driveway gate | 1 | DBGT | 550.00 | 550.00 | 2,000.00 | 2,000.00 | ||||
| 711-01-C | riprap (30 lb, 14" thick) | 680 | SQYD | 46.00 | 31,280.00 | 40.00 | 27,200.00 | ||||
| 711-04 | geotextile fabric | 680 | SQYD | 2.00 | 1,360.00 | 3.00 | 2,040.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 21,500.00 | 21,500.00 | 58,000.00 | 58,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 72,000.00 | 72,000.00 | 70,000.00 | 70,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 90.00 | 2,160.00 | 70.00 | 1,680.00 | ||||
| 740-01 | construction layout | lump | LUMP | 13,000.00 | 13,000.00 | 31,000.00 | 31,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 3,486 | LNFT | 35.00 | 122,010.00 | 34.40 | 119,918.40 | ||||
| 804-12 | loading permanent piles | 3 | EACH | 100.00 | 300.00 | 100.00 | 300.00 | ||||
| 805-10-A | bridge superstructure & substructure(90 degree crossing,24'clear roadway) |
7 | SPAN | 20,000.00 | 140,000.00 | 12,500.00 | 87,500.00 | ||||
| 805-10-B | bridge superstructure & substructure(60 degree crossing; 24'clear roadway) |
5 | SPAN | 20,000.00 | 100,000.00 | 13,700.00 | 68,500.00 | ||||
| S-101 | concrete approach slabs(90 degree crossing; 24'clear roadway) (w/out asphalt) |
4 | EACH | 7,000.00 | 28,000.00 | 7,000.00 | 28,000.00 | ||||
| S-102 | concrete approach slabs(60 degree crossing; 24'clear roadway) (w/out asphalt) |
2 | EACH | 7,000.00 | 14,000.00 | 7,000.00 | 14,000.00 | ||||
| CONTRACTOR TOTAL | 739,091.70 | 783,880.50 | |||||||||