| |||
| Lead Project: 713-30-0119 | |||
| Parish: LASALLE | |||
| Routes: | |||
| Description: COWART STREET BRIDGE OVER HAIR CREEK | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $164,327.23 |
| 2 | 23112 | BEN ALLEN, INC. | $179,604.85 |
| 3 | 04050 | AMBERG TRUCKING INC | $191,576.50 |
| 4 | 12136 | SHILOH CONTRACTORS, INC. | $216,852.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - QUALITY DESIGN & CONSTRUCTION, INC. |
- 2 - BEN ALLEN, INC. |
- 3 - AMBERG TRUCKING INC |
- 4 - SHILOH CONTRACTORS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 5,000.20 | 5,000.20 | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 3,165.60 | 3,165.60 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 202-02-A-01 | removal of bridge(sta. 10+00; 24.00' w x 45.00' l; timber bridge) |
1 | EACH | 6,662.10 | 6,662.10 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 203-06 | excavation & embankment | lump | LUMP | 5,892.80 | 5,892.80 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 |
| 204-02 | temporary hay or straw bales | 20 | EACH | 12.80 | 256.00 | FREE | FREE | FREE | FREE | 2.00 | 40.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 176.20 | 704.80 | FREE | FREE | FREE | FREE | 5.00 | 20.00 |
| 204-06 | temporary silt fencing | 627 | LNFT | 1.90 | 1,191.30 | FREE | FREE | FREE | FREE | 3.00 | 1,881.00 |
| 302-01 | class ii base course | 145.6 | CUYD | 59.73 | 8,696.68 | 75.00 | 10,920.00 | 55.00 | 8,008.00 | 75.00 | 10,920.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
24 | CUYD | 64.60 | 1,550.40 | 75.00 | 1,800.00 | 50.00 | 1,200.00 | 65.00 | 1,560.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 44.84 | 2,242.00 | 75.00 | 3,750.00 | 25.00 | 1,250.00 | 50.00 | 2,500.00 |
| 502-01 | superpave asphaltic concrete | 129.0 | TON | 112.20 | 14,473.80 | 140.00 | 18,060.00 | 140.00 | 18,060.00 | 125.00 | 16,125.00 |
| 701-05-G | side drain pipe (18") | 60 | LNFT | 40.70 | 2,442.00 | 50.00 | 3,000.00 | 55.00 | 3,300.00 | 32.00 | 1,920.00 |
| 705-01 | barbed wire fence | 30 | LNFT | 18.50 | 555.00 | 25.00 | 750.00 | 25.00 | 750.00 | 10.00 | 300.00 |
| 705-02 | combination mesh & barbed wire fence | 100 | LNFT | 20.70 | 2,070.00 | 25.00 | 2,500.00 | 15.00 | 1,500.00 | 15.00 | 1,500.00 |
| 705-04 | single swinging driveway gates | 1 | EACH | 599.40 | 599.40 | 550.00 | 550.00 | 500.00 | 500.00 | 650.00 | 650.00 |
| 705-09 | rebuilt fence | 15 | LNFT | 5.60 | 84.00 | 30.00 | 450.00 | 50.00 | 750.00 | 20.00 | 300.00 |
| 712-04 | flexible revetment | 28 | SQYD | 79.00 | 2,212.00 | 65.00 | 1,820.00 | 55.00 | 1,540.00 | 75.00 | 2,100.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 8,996.30 | 8,996.30 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 |
| 726-01 | bedding material | 56.8 | CUYD | 110.30 | 6,265.04 | 75.00 | 4,260.00 | 100.00 | 5,680.00 | 75.00 | 4,260.00 |
| 727-01 | mobilization | lump | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 75.80 | 303.20 | 75.00 | 300.00 | 100.00 | 400.00 | 65.00 | 260.00 |
| 740-01 | construction layout | lump | LUMP | 3,392.60 | 3,392.60 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 33.03 | CUYD | 897.00 | 29,627.91 | 795.00 | 26,258.85 | 750.00 | 24,772.50 | 1,000.00 | 33,030.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 132.0 | LNFT | 379.10 | 50,041.20 | 460.00 | 60,720.00 | 450.00 | 59,400.00 | 485.00 | 64,020.00 |
| 806-01 | deformed reinforcing steel | 2,233 | LB | 1.30 | 2,902.90 | 2.00 | 4,466.00 | 2.00 | 4,466.00 | 2.00 | 4,466.00 |
| CONTRACTOR TOTAL | 164,327.23 | 179,604.85 | 191,576.50 | 216,852.00 | |||||||