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| DBE GOAL FED | |||
| Lead Project: 713-64-0103 | |||
| Parish: WINN | |||
| Routes: | |||
| Description: ALLBRITTON ROAD BRIDGES | |||
| Type Const: grading, drainage structures, concrete girder span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12136 | SHILOH CONTRACTORS, INC. | $500,665.14 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $511,139.20 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $524,977.80 |
| 4 | 00060 | F. MILLER & SONS, LLC | $600,584.26 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $613,634.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SHILOH CONTRACTORS, INC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GUINN BROTHERS, LLC. |
- 4 - 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 and grubbing | lump | lump | 7,000.00 | 7,000.00 | 33,000.00 | 33,000.00 | 16,000.00 | 16,000.00 | 8,100.00 | 8,100.00 |
| 202-02-A-01 | removal of bridge(sta.10+036;4.2 m x 7.3 m t.t.bridge) | 1 | ea | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 2,300.00 | 2,300.00 |
| 202-02-A-02 | removal of bridge(sta.10+149;6.1 m x 17.7 m t.t.bridge) | 1 | ea | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 7,000.00 | 7,000.00 |
| 203-06 | excavation & embankment | lump | lump | 50,000.00 | 50,000.00 | 90,000.00 | 90,000.00 | 48,000.00 | 48,000.00 | 103,000.00 | 103,000.00 |
| 204-02 | temporary hay or straw bales | 63 | ea | 5.00 | 315.00 | 7.00 | 441.00 | 10.00 | 630.00 | 8.00 | 504.00 |
| 204-03 | temporary slope drains | 40 | ln m | 1.00 | 40.00 | 10.00 | 400.00 | 1.00 | 40.00 | 28.00 | 1,120.00 |
| 204-05-A | temporary sediment check dams (hay) | 9 | ea | 10.00 | 90.00 | 200.00 | 1,800.00 | 100.00 | 900.00 | 130.00 | 1,170.00 |
| 204-06 | temporary silt fencing | 103 | ln m | 3.50 | 360.50 | 3.00 | 309.00 | 5.00 | 515.00 | 36.00 | 3,708.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 204.7 | cu m | 85.00 | 17,399.50 | 40.00 | 8,188.00 | 80.00 | 16,376.00 | 60.00 | 12,282.00 |
| 701-02-I/J | cross drain pipe arch (1350 mm equiv. rcpa or 1500 mm equiv. cmpa) |
38.4 | ln m | 400.00 | 15,360.00 | 600.00 | 23,040.00 | 700.00 | 26,880.00 | 465.00 | 17,856.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 155.00 | 4,724.40 | 150.00 | 4,572.00 | 170.00 | 5,181.60 | 160.00 | 4,876.80 |
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 88.00 | 2,682.24 | 90.00 | 2,743.20 | 95.00 | 2,895.60 | 90.00 | 2,743.20 |
| 711-01-D | riprap (25 kg,460 mm thick) | 708 | sq m | 57.00 | 40,356.00 | 55.00 | 38,940.00 | 50.00 | 35,400.00 | 50.00 | 35,400.00 |
| 711-04 | geotextile fabric | 708 | sq m | 2.75 | 1,947.00 | 3.00 | 2,124.00 | 5.00 | 3,540.00 | 3.00 | 2,124.00 |
| 712-02 | sacked concrete revetment | 68 | sq m | 54.00 | 3,672.00 | 55.00 | 3,740.00 | 100.00 | 6,800.00 | 76.00 | 5,168.00 |
| 713-01 | temporary signs & barricades | lump | lump | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 15,500.00 | 15,500.00 |
| 726-01-A | bedding material(stone) | 64.2 | cu m | 85.00 | 5,457.00 | 65.00 | 4,173.00 | 85.00 | 5,457.00 | 75.00 | 4,815.00 |
| 727-01 | mobilization | lump | lump | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 60,000.00 | 60,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | ea | 70.00 | 280.00 | 70.00 | 280.00 | 100.00 | 400.00 | 70.00 | 280.00 |
| 729-16-C | object marker assembly (type 3) | 8 | ea | 90.00 | 720.00 | 90.00 | 720.00 | 105.00 | 840.00 | 90.00 | 720.00 |
| 740-01 | construction layout | lump | lump | 8,000.00 | 8,000.00 | 2,500.00 | 2,500.00 | 15,000.00 | 15,000.00 | 30,500.00 | 30,500.00 |
| 804-01-F | precast concrete piles (600 mm) | 240.0 | ln m | 375.00 | 90,000.00 | 300.00 | 72,000.00 | 345.00 | 82,800.00 | 486.00 | 116,640.00 |
| 804-12 | loading permanent piles | 1 | ea | FREE | FREE | 500.00 | 500.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 805-01-F | class a concrete (bents) | 29.86 | cu m | 780.00 | 23,290.80 | 800.00 | 23,888.00 | 900.00 | 26,874.00 | 636.00 | 18,990.96 |
| 805-03 | class aa concrete | 65.10 | cu m | 830.00 | 54,033.00 | 650.00 | 42,315.00 | 750.00 | 48,825.00 | 575.00 | 37,432.50 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 177.75 | ln m | 250.00 | 44,437.50 | 200.00 | 35,550.00 | 340.00 | 60,435.00 | 212.00 | 37,683.00 |
| 806-01 | deformed reinforcing steel | 10,558 | kg | 1.90 | 20,060.20 | 2.00 | 21,116.00 | 2.20 | 23,227.60 | 2.60 | 27,450.80 |
| 807-06 | structural metalwork | lump | lump | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 16,000.00 | 16,000.00 |
| 810-01 | concrete railing (barrier) | 72.00 | ln m | 145.00 | 10,440.00 | 150.00 | 10,800.00 | 180.00 | 12,960.00 | 210.00 | 15,120.00 |
| S-101 | concrete approach slabs(90 degree crossing,7.3 m clear roadway) |
2 | ea | 7,000.00 | 14,000.00 | 7,000.00 | 14,000.00 | 8,000.00 | 16,000.00 | 6,000.00 | 12,000.00 |
| CONTRACTOR TOTAL | 500,665.14 | 511,139.20 | 524,977.80 | 600,584.26 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST 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 | 50,000.00 | 50,000.00 | ||||||
| 202-02-A-01 | removal of bridge(sta.10+036;4.2 m x 7.3 m t.t.bridge) | 1 | ea | 5,000.00 | 5,000.00 | ||||||
| 202-02-A-02 | removal of bridge(sta.10+149;6.1 m x 17.7 m t.t.bridge) | 1 | ea | 5,000.00 | 5,000.00 | ||||||
| 203-06 | excavation & embankment | lump | lump | 80,000.00 | 80,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 63 | ea | 15.00 | 945.00 | ||||||
| 204-03 | temporary slope drains | 40 | ln m | 75.00 | 3,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 9 | ea | 250.00 | 2,250.00 | ||||||
| 204-06 | temporary silt fencing | 103 | ln m | 7.00 | 721.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 204.7 | cu m | 80.00 | 16,376.00 | ||||||
| 701-02-I/J | cross drain pipe arch (1350 mm equiv. rcpa or 1500 mm equiv. cmpa) |
38.4 | ln m | 600.00 | 23,040.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 175.00 | 5,334.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 150.00 | 4,572.00 | ||||||
| 711-01-D | riprap (25 kg,460 mm thick) | 708 | sq m | 60.00 | 42,480.00 | ||||||
| 711-04 | geotextile fabric | 708 | sq m | 3.50 | 2,478.00 | ||||||
| 712-02 | sacked concrete revetment | 68 | sq m | 85.00 | 5,780.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 10,000.00 | 10,000.00 | ||||||
| 726-01-A | bedding material(stone) | 64.2 | cu m | 80.00 | 5,136.00 | ||||||
| 727-01 | mobilization | lump | lump | 80,000.00 | 80,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 65.00 | 260.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 85.00 | 680.00 | ||||||
| 740-01 | construction layout | lump | lump | 12,000.00 | 12,000.00 | ||||||
| 804-01-F | precast concrete piles (600 mm) | 240.0 | ln m | 275.00 | 66,000.00 | ||||||
| 804-12 | loading permanent piles | 1 | ea | 10.00 | 10.00 | ||||||
| 805-01-F | class a concrete (bents) | 29.86 | cu m | 1,000.00 | 29,860.00 | ||||||
| 805-03 | class aa concrete | 65.10 | cu m | 800.00 | 52,080.00 | ||||||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 177.75 | ln m | 250.00 | 44,437.50 | ||||||
| 806-01 | deformed reinforcing steel | 10,558 | kg | 2.50 | 26,395.00 | ||||||
| 807-06 | structural metalwork | lump | lump | 15,000.00 | 15,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 72.00 | ln m | 150.00 | 10,800.00 | ||||||
| S-101 | concrete approach slabs(90 degree crossing,7.3 m clear roadway) |
2 | ea | 7,000.00 | 14,000.00 | ||||||
| CONTRACTOR TOTAL | 613,634.50 | ||||||||||