| |||
| DBE GOAL FED | |||
| Lead Project: 090-01-0020 | |||
| Parish: BOSSIER | |||
| Routes: LA 154 | |||
| Description: CROSS BAYOU BRIDGE | |||
| Type Const:
grading, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement, bridge repairs, and related work. | |||
| Estimated Construction Cost: $888,413.28 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12136 | SHILOH CONTRACTORS, INC. | $728,851.45 |
| 2 | 28218 | F. J. BURNELL, INC. | $749,886.80 |
| 3 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $777,835.85 |
| 4 | 18546 | C W & W CONTRACTORS, INC. | $868,932.45 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SHILOH CONTRACTORS, INC. |
- 2 - F. J. BURNELL, INC. |
- 3 - BLOUNT BROS. 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 & grubbing | lump | LUMP | 4,000.00 | 4,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 202-01 | removal of structures and obstructions | lump | LUMP | 1,000.00 | 1,000.00 | 25,000.00 | 25,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A | removal of bridges | 1 | EACH | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 202-02-H | removal of guard rail | 540 | LNFT | 5.00 | 2,700.00 | 4.00 | 2,160.00 | 3.50 | 1,890.00 | 5.00 | 2,700.00 |
| 203-02 | drainage excavation | 470 | CUYD | 12.00 | 5,640.00 | 10.00 | 4,700.00 | 12.00 | 5,640.00 | 15.00 | 7,050.00 |
| 203-05 | excavation and embankment | lump | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| 204-06 | temporary silt fencing | 351 | LNFT | 3.00 | 1,053.00 | 2.50 | 877.50 | 3.00 | 1,053.00 | 1.00 | 351.00 |
| 302-02-B | class ii base course (6" thick) | 1,526.5 | SQYD | 18.00 | 27,477.00 | 13.00 | 19,844.50 | 25.00 | 38,162.50 | 16.50 | 25,187.25 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 60.00 | 6,000.00 | 25.00 | 2,500.00 | 60.00 | 6,000.00 | 100.00 | 10,000.00 |
| 502-01 | superpave asphaltic concrete | 727.2 | TON | 120.00 | 87,264.00 | 130.00 | 94,536.00 | 85.00 | 61,812.00 | 140.00 | 101,808.00 |
| 509-01 | cold planing asphaltic pavement | 749 | SQYD | 15.00 | 11,235.00 | 10.00 | 7,490.00 | 2.25 | 1,685.25 | 12.00 | 8,988.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 18 | CUYD | 5.00 | - 90.00 | 1.00 | - 18.00 | 5.00 | - 90.00 | 1.00 | - 18.00 |
| 704-03 | blocked out guard rail | 262.5 | LNFT | 21.00 | 5,512.50 | 25.00 | 6,562.50 | 25.00 | 6,562.50 | 26.00 | 6,825.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 67.00 | 6,700.00 | 60.00 | 6,000.00 | 70.00 | 7,000.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,300.00 | 9,200.00 | 2,350.00 | 9,400.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 705-01 | barbed wire fence | 279 | LNFT | 12.00 | 3,348.00 | 9.00 | 2,511.00 | 8.80 | 2,455.20 | 10.00 | 2,790.00 |
| 708-01 | right-of-way monument | 10 | EACH | 150.00 | 1,500.00 | 200.00 | 2,000.00 | 225.00 | 2,250.00 | 300.00 | 3,000.00 |
| 708-02 | right-of-way monument witness post | 10 | EACH | 200.00 | 2,000.00 | 200.00 | 2,000.00 | 225.00 | 2,250.00 | 300.00 | 3,000.00 |
| 712-04 | flexible revetment | 460 | SQYD | 80.00 | 36,800.00 | 55.00 | 25,300.00 | 60.00 | 27,600.00 | 80.00 | 36,800.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 17,000.00 | 17,000.00 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 |
| 716-01-A | mulch (vegetative) | 0.81 | ACRE | 2,000.00 | 1,620.00 | 1,000.00 | 810.00 | 750.00 | 607.50 | 3,000.00 | 2,430.00 |
| 717-01 | seeding | 24 | LB | 20.00 | 480.00 | 11.00 | 264.00 | 7.50 | 180.00 | 30.00 | 720.00 |
| 718-01 | fertilizer | 810 | LB | 2.00 | 1,620.00 | 1.00 | 810.00 | 0.60 | 486.00 | 1.00 | 810.00 |
| 720-01-A | erosion control system, slope protection (type a) | 375 | SQYD | 5.00 | 1,875.00 | 2.50 | 937.50 | 1.50 | 562.50 | 3.00 | 1,125.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 80,000.00 | 80,000.00 | 50,000.00 | 50,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 125.00 | 500.00 | 125.00 | 500.00 | 100.00 | 400.00 |
| 731-02 | reflectorized raised pavement markers | 21 | EACH | 5.10 | 107.10 | 6.00 | 126.00 | 7.00 | 147.00 | 10.00 | 210.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.551 | MILE | 2,650.00 | 1,460.15 | 3,000.00 | 1,653.00 | 2,500.00 | 1,377.50 | 3,200.00 | 1,763.20 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.054 | MILE | 750.00 | 40.50 | 5,000.00 | 270.00 | 900.00 | 48.60 | 1,000.00 | 54.00 |
| 732-05 | removal of existing markings | 0.458 | MILE | 5,700.00 | 2,610.60 | 6,500.00 | 2,977.00 | 4,700.00 | 2,152.60 | 15,000.00 | 6,870.00 |
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 8,000.00 | 8,000.00 |
| 804-01-B | precast concrete piles (14") | 1,752 | LNFT | 58.00 | 101,616.00 | 60.00 | 105,120.00 | 60.00 | 105,120.00 | 85.00 | 148,920.00 |
| 804-12 | loading permanent piles | 1 | EACH | FREE | FREE | 100.00 | 100.00 | 22,000.00 | 22,000.00 | 1.00 | 1.00 |
| 805-01-F | class a concrete (bents) | 45.00 | CUYD | 1,100.00 | 49,500.00 | 755.00 | 33,975.00 | 800.00 | 36,000.00 | 1,000.00 | 45,000.00 |
| 805-03 | class aa concrete | 179.30 | CUYD | 800.00 | 143,440.00 | 625.00 | 112,062.50 | 750.00 | 134,475.00 | 800.00 | 143,440.00 |
| 806-01 | deformed reinforcing steel | 40,132 | LB | 1.00 | 40,132.00 | 0.90 | 36,118.80 | 1.50 | 60,198.00 | 2.00 | 80,264.00 |
| 810-01 | concrete railing (barrier) | 200.00 | LNFT | 40.00 | 8,000.00 | 73.00 | 14,600.00 | 125.00 | 25,000.00 | 70.00 | 14,000.00 |
| 813-01 | concrete approach slabs | 182.22 | SQYD | 230.00 | 41,910.60 | 225.00 | 40,999.50 | 185.00 | 33,710.70 | 200.00 | 36,444.00 |
| CONTRACTOR TOTAL | 728,851.45 | 749,886.80 | 777,835.85 | 868,932.45 | |||||||