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| Lead Project: 713-37-0122 | |||
| Parish: OUACHITA | |||
| Routes: | |||
| Description: BOSCO LANE BRIDGE OVER CALLOWAY DITCH | |||
| Type Const:
removal of existing bridge, grading, class ii base course, superpave asphaltic concrete pavement, drainage structures and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 13500 | OWENS CONTRACTING CORP. | $189,209.93 |
| 2 | 23112 | BEN ALLEN, INC. | $237,313.10 |
| 3 | 15099 | AMETHYST CONSTRUCTION, INC. | $249,214.50 |
| 4 | 18546 | C,W & W CONTRACTORS, INC. | $253,550.00 |
| 5 | 01591 | D. W. THOMAS | $269,561.97 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - OWENS CONTRACTING CORP. |
- 2 - BEN ALLEN, INC. |
- 3 - AMETHYST CONSTRUCTION, INC. |
- 4 - C,W & W CONTRACTORS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-01 | removal of bridge (sta. 1+160.000, 18.210m(l) x 8.055m(w), 3-span timber w/ asphalt deck) |
1 | ea | 8,500.00 | 8,500.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 |
| 203-06 | excavation & embankment | lump | lump | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | 5,000.00 | 5,000.00 |
| 204-02 | temporary hay or straw bales | 5 | ea | 20.00 | 100.00 | FREE | FREE | 90.00 | 450.00 | 20.00 | 100.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 25.00 | 100.00 | FREE | FREE | 250.00 | 1,000.00 | 150.00 | 600.00 |
| 204-06 | temporary silt fencing | 25 | ln m | 12.00 | 300.00 | FREE | FREE | 6.00 | 150.00 | 10.00 | 250.00 |
| 302-01 | class ii base course | 68.7 | cu m | 103.00 | 7,076.10 | 85.00 | 5,839.50 | 100.00 | 6,870.00 | 100.00 | 6,870.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
23 | cu m | 79.00 | 1,817.00 | 85.00 | 1,955.00 | 100.00 | 2,300.00 | 100.00 | 2,300.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | cu m | FREE | FREE | 60.00 | 3,000.00 | 60.00 | 3,000.00 | 100.00 | 5,000.00 |
| 502-01 | superpave asphaltic concrete | 71.1 | Mg | 194.00 | 13,793.40 | 140.00 | 9,954.00 | 125.00 | 8,887.50 | 200.00 | 14,220.00 |
| 701-01-U | cross drain pipe (2100 mm rcp) | 58.0 | ln m | 1,120.00 | 64,960.00 | 1,482.00 | 85,956.00 | 1,400.00 | 81,200.00 | 1,200.00 | 69,600.00 |
| 713-01 | temporary signs & barricades | lump | lump | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 726-01 | bedding material | 155.1 | cu m | 51.00 | 7,910.10 | 60.00 | 9,306.00 | 70.00 | 10,857.00 | 100.00 | 15,510.00 |
| 727-01 | mobilization | lump | lump | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | ea | 100.00 | 400.00 | 75.00 | 300.00 | 200.00 | 800.00 | 100.00 | 400.00 |
| 740-01 | construction layout | lump | lump | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 6,600.00 | 6,600.00 | 2,500.00 | 2,500.00 |
| 805-01-A | class a concrete (pipe headwalls) | 70.60 | cu m | 583.22 | 41,175.33 | 921.00 | 65,022.60 | 750.00 | 52,950.00 | 1,200.00 | 84,720.00 |
| 806-01 | deformed reinforcing steel | 3,660 | kg | 3.30 | 12,078.00 | 3.00 | 10,980.00 | 2.50 | 9,150.00 | 3.00 | 10,980.00 |
| CONTRACTOR TOTAL | 189,209.93 | 237,313.10 | 249,214.50 | 253,550.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - D. W. THOMAS |
|
|
|
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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 | 15,000.00 | 15,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 1+160.000, 18.210m(l) x 8.055m(w), 3-span timber w/ asphalt deck) |
1 | ea | 15,000.00 | 15,000.00 | ||||||
| 203-06 | excavation & embankment | lump | lump | 10,000.00 | 10,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 5 | ea | 75.00 | 375.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 200.00 | 800.00 | ||||||
| 204-06 | temporary silt fencing | 25 | ln m | 10.00 | 250.00 | ||||||
| 302-01 | class ii base course | 68.7 | cu m | 91.70 | 6,299.79 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
23 | cu m | 78.26 | 1,799.98 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | cu m | 52.00 | 2,600.00 | ||||||
| 502-01 | superpave asphaltic concrete | 71.1 | Mg | 225.00 | 15,997.50 | ||||||
| 701-01-U | cross drain pipe (2100 mm rcp) | 58.0 | ln m | 1,489.65 | 86,399.70 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 7,000.00 | 7,000.00 | ||||||
| 726-01 | bedding material | 155.1 | cu m | 78.53 | 12,180.00 | ||||||
| 727-01 | mobilization | lump | lump | 20,000.00 | 20,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 100.00 | 400.00 | ||||||
| 740-01 | construction layout | lump | lump | 8,000.00 | 8,000.00 | ||||||
| 805-01-A | class a concrete (pipe headwalls) | 70.60 | cu m | 800.00 | 56,480.00 | ||||||
| 806-01 | deformed reinforcing steel | 3,660 | kg | 3.00 | 10,980.00 | ||||||
| CONTRACTOR TOTAL | 269,561.97 | ||||||||||