| |||
| DBE GOAL FED | |||
| Lead Project: 713-11-0105 | |||
| Parish: CALDWELL | |||
| Routes: | |||
| Description: CHILDRESS ROAD BRIDGES | |||
| Type Const: grading, removal of bridges, concrete slab bridges, and related work. | |||
| Estimated Construction Cost: $1,027,471.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $912,946.00 |
| 2 | 14788 | LOUISIANA BRIDGE, INC. | $975,913.75 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $984,593.40 |
| 4 | 09476 | KEY CONSTRUCTORS, INC. | $1,043,756.00 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,112,406.00 |
| 6 | 09090 | GUINN BROTHERS, LLC. | $1,136,859.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - LOUISIANA BRIDGE, INC. |
- 3 - C W & W CONTRACTORS, INC. |
- 4 - KEY CONSTRUCTORS, 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 | 15,000.00 | 15,000.00 | 19,050.00 | 19,050.00 | 25,000.00 | 25,000.00 | 80,000.00 | 80,000.00 |
| 202-02-A-01 | removal of bridges (sta 5+85.80; 19.00'x36.86' timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 5,875.00 | 5,875.00 | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 |
| 202-02-A-02 | removal of bridges (sta 10+00.00; 19.00'x95.99' timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 8,725.00 | 8,725.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 202-02-A-03 | removal of bridges (sta 12+88.59; 20.00'x30.19' timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 1,150.00 | 1,150.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 202-02-I | removal of surfacing & base (8" thick) | 862.0 | sqyd | 10.00 | 8,620.00 | 10.00 | 8,620.00 | 10.00 | 8,620.00 | 10.00 | 8,620.00 |
| 203-05 | excavation and embankment | lump | LUMP | 90,000.00 | 90,000.00 | 108,000.00 | 108,000.00 | 75,000.00 | 75,000.00 | 45,000.00 | 45,000.00 |
| 204-02 | temporary hay or straw bales | 28 | EACH | 0.00 | 0.00 | 1.00 | 28.00 | 10.00 | 280.00 | 15.00 | 420.00 |
| 204-03 | temporary slope drains | 240 | LNFT | 0.00 | 0.00 | 1.00 | 240.00 | 10.00 | 2,400.00 | 14.00 | 3,360.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 0.00 | 0.00 | 1.00 | 12.00 | 125.00 | 1,500.00 | 300.00 | 3,600.00 |
| 204-06 | temporary silt fencing | 1,879 | LNFT | 3.00 | 5,637.00 | 1.00 | 1,879.00 | 3.00 | 5,637.00 | 4.00 | 7,516.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 198.5 | CUYD | 120.00 | 23,820.00 | 81.00 | 16,078.50 | 100.00 | 19,850.00 | 85.00 | 16,872.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 65.00 | 13,000.00 | 69.00 | 13,800.00 | 75.00 | 15,000.00 | 60.00 | 12,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 40.00 | 8,000.00 | 40.00 | 8,000.00 | 40.00 | 8,000.00 | 35.00 | 7,000.00 |
| 711-01-C | riprap (30 lb,14" thick) | 647 | SQYD | 85.00 | 54,995.00 | 92.50 | 59,847.50 | 85.00 | 54,995.00 | 75.00 | 48,525.00 |
| 711-04 | geotextile fabric | 647 | SQYD | 3.00 | 1,941.00 | 3.25 | 2,102.75 | 3.00 | 1,941.00 | 3.00 | 1,941.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 8,500.00 | 8,500.00 | 8,350.00 | 8,350.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 716-01-A | mulch (vegetative) | 1.4 | TON | 1,000.00 | 1,400.00 | 1,543.00 | 2,160.20 | 1,400.00 | 1,960.00 | 700.00 | 980.00 |
| 717-01 | seeding | 31 | LB | 25.00 | 775.00 | 9.75 | 302.25 | 30.00 | 930.00 | 10.00 | 310.00 |
| 718-01 | fertilizer | 690 | LB | 1.00 | 690.00 | 2.25 | 1,552.50 | 2.50 | 1,725.00 | 0.85 | 586.50 |
| 726-01 | bedding material | 53.7 | CUYD | 110.00 | 5,907.00 | 125.00 | 6,712.50 | 160.00 | 8,592.00 | 110.00 | 5,907.00 |
| 727-01 | mobilization | lump | LUMP | 65,000.00 | 65,000.00 | 89,575.00 | 89,575.00 | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 90.00 | 360.00 | 80.00 | 320.00 | 95.00 | 380.00 | 70.00 | 280.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 85.00 | 1,360.00 | 97.00 | 1,552.00 | 140.00 | 2,240.00 | 85.00 | 1,360.00 |
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | 11,625.00 | 11,625.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 804-01-C | precast concrete piles (16") | 1,941 | LNFT | 67.00 | 130,047.00 | 65.25 | 126,650.25 | 110.00 | 213,510.00 | 68.00 | 131,988.00 |
| 804-12 | loading permanent piles | 2 | EACH | 0.00 | 0.00 | 1.00 | 2.00 | 1.00 | 2.00 | 1,500.00 | 3,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 19.46 | CUYD | 1,250.00 | 24,325.00 | 1,590.00 | 30,941.40 | 1,400.00 | 27,244.00 | 1,400.00 | 27,244.00 |
| 805-10-A | bridge superstructure & substructure (24 ft roadway; 90 deg crossing) |
9 | SPAN | 33,000.00 | 297,000.00 | 35,300.00 | 317,700.00 | 23,000.00 | 207,000.00 | 33,000.00 | 297,000.00 |
| 805-12-I | reinforced concrete box culverts (5'x 5') | 160.0 | LNFT | 575.00 | 92,000.00 | 522.25 | 83,560.00 | 650.00 | 104,000.00 | 775.00 | 124,000.00 |
| 806-01 | deformed reinforcing steel | 1,523 | LB | 3.00 | 4,569.00 | 2.30 | 3,502.90 | 3.80 | 5,787.40 | 2.00 | 3,046.00 |
| S-101 | concrete approach slabs (24ft roadway;90 deg crossing; w/o asphalt) |
4 | EACH | 9,000.00 | 36,000.00 | 9,500.00 | 38,000.00 | 9,500.00 | 38,000.00 | 7,800.00 | 31,200.00 |
| CONTRACTOR TOTAL | 912,946.00 | 975,913.75 | 984,593.40 | 1,043,756.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
- 6 - GUINN BROTHERS, 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 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | ||||
| 202-02-A-01 | removal of bridges (sta 5+85.80; 19.00'x36.86' timber bridge) |
1 | EACH | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-02 | removal of bridges (sta 10+00.00; 19.00'x95.99' timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 | ||||
| 202-02-A-03 | removal of bridges (sta 12+88.59; 20.00'x30.19' timber bridge) |
1 | EACH | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | ||||
| 202-02-I | removal of surfacing & base (8" thick) | 862.0 | sqyd | 6.00 | 5,172.00 | 8.00 | 6,896.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 35,000.00 | 35,000.00 | 65,000.00 | 65,000.00 | ||||
| 204-02 | temporary hay or straw bales | 28 | EACH | 10.00 | 280.00 | 10.00 | 280.00 | ||||
| 204-03 | temporary slope drains | 240 | LNFT | 20.00 | 4,800.00 | 10.00 | 2,400.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 230.00 | 2,760.00 | 100.00 | 1,200.00 | ||||
| 204-06 | temporary silt fencing | 1,879 | LNFT | 2.00 | 3,758.00 | 4.00 | 7,516.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 198.5 | CUYD | 65.00 | 12,902.50 | 100.00 | 19,850.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 65.00 | 13,000.00 | 69.00 | 13,800.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 38.00 | 7,600.00 | 42.00 | 8,400.00 | ||||
| 711-01-C | riprap (30 lb,14" thick) | 647 | SQYD | 80.00 | 51,760.00 | 80.00 | 51,760.00 | ||||
| 711-04 | geotextile fabric | 647 | SQYD | 3.00 | 1,941.00 | 5.00 | 3,235.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 16,500.00 | 16,500.00 | ||||
| 716-01-A | mulch (vegetative) | 1.4 | TON | 450.00 | 630.00 | 2,000.00 | 2,800.00 | ||||
| 717-01 | seeding | 31 | LB | 11.00 | 341.00 | 30.00 | 930.00 | ||||
| 718-01 | fertilizer | 690 | LB | 1.00 | 690.00 | 1.00 | 690.00 | ||||
| 726-01 | bedding material | 53.7 | CUYD | 110.00 | 5,907.00 | 100.00 | 5,370.00 | ||||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 85.00 | 1,360.00 | 100.00 | 1,600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 52,800.00 | 52,800.00 | ||||
| 804-01-C | precast concrete piles (16") | 1,941 | LNFT | 90.00 | 174,690.00 | 75.00 | 145,575.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 10,000.00 | 20,000.00 | 1.00 | 2.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 19.46 | CUYD | 1,500.00 | 29,190.00 | 1,550.00 | 30,163.00 | ||||
| 805-10-A | bridge superstructure & substructure (24 ft roadway; 90 deg crossing) |
9 | SPAN | 32,000.00 | 288,000.00 | 35,000.00 | 315,000.00 | ||||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 160.0 | LNFT | 450.00 | 72,000.00 | 635.00 | 101,600.00 | ||||
| 806-01 | deformed reinforcing steel | 1,523 | LB | 1.50 | 2,284.50 | 4.00 | 6,092.00 | ||||
| S-101 | concrete approach slabs (24ft roadway;90 deg crossing; w/o asphalt) |
4 | EACH | 8,000.00 | 32,000.00 | 10,000.00 | 40,000.00 | ||||
| CONTRACTOR TOTAL | 1,112,406.00 | 1,136,859.00 | |||||||||