| |||
| Lead Project: 713-08-0100 | |||
| Parish: BOSSIER | |||
| Routes: | |||
| Description: BRIDGES ON LINTON-BELLEVUE AND STILLHOUSE ROADS. | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $264,683.00 |
| 2 | 28218 | F. J. BURNELL, INC. | $268,348.00 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $380,095.00 |
| 36374 | BEST-YET BUILDERS, LLC | IRREGULAR | |
| 18546 | C,W & W CONTRACTORS, INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 2 - F. J. BURNELL, INC. |
- 3 - GUINN BROTHERS, LLC. |
BEST-YET BUILDERS, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-01 | removal of bridge (sta 1+150.05; 9.83m l x 7.21m w timber bridge) |
1 | ea | 5,000.00 | 5,000.00 | 6,800.00 | 6,800.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-02 | removal of bridge (sta 1+149.95; 14.02m l x 5.0m w timber bridge) |
1 | ea | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 203-06 | excavation & embankment | lump | lump | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 |
| 204-02 | temporary hay or straw bales | 20 | ea | 10.00 | 200.00 | 10.00 | 200.00 | 10.00 | 200.00 | 15.00 | 300.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 60.00 | 480.00 | 140.00 | 1,120.00 | 100.00 | 800.00 | 350.00 | 2,800.00 |
| 204-06 | temporary silt fencing | 159 | ln m | 7.00 | 1,113.00 | 6.00 | 954.00 | 5.00 | 795.00 | 8.00 | 1,272.00 |
| 302-01 | class ii base course | 84.7 | cu m | 80.00 | 6,776.00 | 90.00 | 7,623.00 | 100.00 | 8,470.00 | 55.00 | 4,658.50 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 56.7 | cu m | 70.00 | 3,969.00 | 70.00 | 3,969.00 | 100.00 | 5,670.00 | 60.00 | 3,402.00 |
| 502-01 | superpave asphaltic concrete | 56.0 | Mg | 200.00 | 11,200.00 | 150.00 | 8,400.00 | 275.00 | 15,400.00 | 70.00 | 3,920.00 |
| 701-01-S/U | cross drain pipe (1800 mm rcp/pcp or 2100 mm cmp) | 189.2 | ln m | 600.00 | 113,520.00 | 535.00 | 101,222.00 | 1,000.00 | 189,200.00 | 662.72 | 125,386.62 |
| 705-01 | barbed wire fence | 67 | ln m | 25.00 | 1,675.00 | 18.00 | 1,206.00 | 30.00 | 2,010.00 | 20.00 | 1,340.00 |
| 713-01 | temporary signs & barricades | lump | lump | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 7,500.00 | 7,500.00 |
| 726-01 | bedding material | 398.0 | cu m | 65.00 | 25,870.00 | 53.00 | 21,094.00 | 80.00 | 31,840.00 | 45.00 | 17,910.00 |
| 727-01 | mobilization | lump | lump | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | ea | 90.00 | 720.00 | 90.00 | 720.00 | 100.00 | 800.00 | 85.00 | 680.00 |
| 740-01 | construction layout | lump | lump | 7,000.00 | 7,000.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| S-001 | sacked concrete revetment headwall and slope protection |
106 | cu m | 360.00 | 38,160.00 | 340.00 | 36,040.00 | 235.00 | 24,910.00 | 65.00 | 6,890.00 |
| CONTRACTOR TOTAL | 264,683.00 | 268,348.00 | 380,095.00 | IRREGULAR | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | 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 | 20,000.00 | 20,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta 1+150.05; 9.83m l x 7.21m w timber bridge) |
1 | ea | 5,000.00 | 5,000.00 | ||||||
| 202-02-A-02 | removal of bridge (sta 1+149.95; 14.02m l x 5.0m w timber bridge) |
1 | ea | 8,000.00 | 8,000.00 | ||||||
| 203-06 | excavation & embankment | lump | lump | 20,000.00 | 20,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 20 | ea | 20.00 | 400.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 250.00 | 2,000.00 | ||||||
| 204-06 | temporary silt fencing | 159 | ln m | 10.00 | 1,590.00 | ||||||
| 302-01 | class ii base course | 84.7 | cu m | 90.00 | 7,623.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 56.7 | cu m | 85.00 | 4,819.50 | ||||||
| 502-01 | superpave asphaltic concrete | 56.0 | Mg | 200.00 | 11,200.00 | ||||||
| 701-01-S/U | cross drain pipe (1800 mm rcp/pcp or 2100 mm cmp) | 189.2 | ln m | 550.00 | 104,060.00 | ||||||
| 705-01 | barbed wire fence | 67 | ln m | 20.00 | 1,340.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 12,000.00 | 12,000.00 | ||||||
| 726-01 | bedding material | 398.0 | cu m | 70.00 | 27,860.00 | ||||||
| 727-01 | mobilization | lump | lump | 30,000.00 | 30,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | ea | 85.00 | 680.00 | ||||||
| 740-01 | construction layout | lump | lump | 10,000.00 | 10,000.00 | ||||||
| S-001 | sacked concrete revetment headwall and slope protection |
106 | cu m | 200.00 | 21,200.00 | ||||||
| CONTRACTOR TOTAL | IRREGULAR | ||||||||||