| |||
| DBE GOAL FED | |||
| Lead Project: 270-03-0008 | |||
| Parish: LIVINGSTON, ST HELENA | |||
| Routes: LA 441 | |||
| Description: END OF ASPHALT SECTION - NORTH JUNCTION LA 1036 | |||
| Type Const:
grading, drainage structures, lime treatment, cement treated base course, superpave asphaltic conrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,637,692.14 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,692,776.02 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $1,806,454.20 |
| 4 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,976,182.35 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - BARBER BROS. CONTRACTING CO., L.L.C |
- 4 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-A-01 | removal of bridges(c.s.l.m. 5.250; 39'x 19' treated timber trestle bridge) |
1 | EACH | 2,200.00 | 2,200.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 |
| 202-02-A-02 | removal of bridges(c.s.l.m. 6.060; 39'x 19' treated timber trestle bridge) |
1 | EACH | 2,200.00 | 2,200.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 |
| 203-08 | borrow (vehicular measurement) | 3,222 | CUYD | 12.67 | 40,822.74 | 9.00 | 28,998.00 | 12.00 | 38,664.00 | 14.00 | 45,108.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 3,835 | CUYD | 10.49 | 40,229.15 | 9.00 | 34,515.00 | 10.50 | 40,267.50 | 14.00 | 53,690.00 |
| 303-02 | removal of existing patches | 600 | SQYD | 20.14 | 12,084.00 | 1.00 | 600.00 | 15.00 | 9,000.00 | 1.00 | 600.00 |
| 304-01 | lime | 137.45 | TON | 112.93 | 15,522.22 | 100.00 | 13,745.00 | 115.00 | 15,806.75 | 118.00 | 16,219.10 |
| 304-04-E | lime treatment (type d)(15" thick) | 4,987 | SQYD | 4.31 | 21,493.97 | 1.00 | 4,987.00 | 3.25 | 16,207.75 | 1.75 | 8,727.25 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,787 | CUYD | 40.08 | 71,622.96 | 10.00 | 17,870.00 | 35.00 | 62,545.00 | 40.00 | 71,480.00 |
| 502-01-A | superpave asphaltic concrete (level 1) | 15,340.6 | TON | 44.18 | 677,747.70 | 40.00 | 613,624.00 | 46.00 | 705,667.60 | 43.50 | 667,316.10 |
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
523.1 | TON | 81.91 | 42,847.12 | 1.00 | 523.10 | 60.00 | 31,386.00 | 75.00 | 39,232.50 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 320 | LNFT | 60.50 | 19,360.00 | 90.00 | 28,800.00 | 60.50 | 19,360.00 | 120.00 | 38,400.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 144 | LNFT | 71.50 | 10,296.00 | 105.00 | 15,120.00 | 75.00 | 10,800.00 | 135.00 | 19,440.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 160 | LNFT | 99.00 | 15,840.00 | 145.00 | 23,200.00 | 100.00 | 16,000.00 | 140.00 | 22,400.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 112 | LNFT | 165.00 | 18,480.00 | 185.00 | 20,720.00 | 165.00 | 18,480.00 | 235.00 | 26,320.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 356.0 | LNFT | 56.10 | 19,971.60 | 50.00 | 17,800.00 | 60.50 | 21,538.00 | 50.00 | 17,800.00 |
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,255.00 | 18,040.00 | 2,400.00 | 19,200.00 | 2,500.00 | 20,000.00 | 2,100.00 | 16,800.00 |
| 712-02 | sacked concrete revetment | 33 | SQYD | 55.00 | 1,815.00 | 80.00 | 2,640.00 | 60.00 | 1,980.00 | 60.00 | 1,980.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 7,706.60 | 7,706.60 | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 | 115,000.00 | 115,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 66 | LNFT | 0.66 | 43.56 | 1.00 | 66.00 | 2.00 | 132.00 | 0.50 | 33.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.800 | MILE | 275.00 | 2,970.00 | 1.00 | 10.80 | 300.00 | 3,240.00 | 500.00 | 5,400.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
10.420 | MILE | 220.00 | 2,292.40 | 1.00 | 10.42 | 260.00 | 2,709.20 | 100.00 | 1,042.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 24.000 | MILE | 440.00 | 10,560.00 | 1.00 | 24.00 | FREE | FREE | 10.00 | 240.00 |
| 714-02 | water | 65.8 | MGAL | 0.01 | 0.65 | 1.00 | 65.80 | 12.00 | 789.60 | 0.01 | 0.65 |
| 716-01-A | mulch (vegetative) | 6.58 | ACRE | 550.00 | 3,619.00 | 550.00 | 3,619.00 | 660.00 | 4,342.80 | 600.00 | 3,948.00 |
| 717-01 | seeding | 198 | LB | 5.50 | 1,089.00 | 5.50 | 1,089.00 | 10.00 | 1,980.00 | 5.00 | 990.00 |
| 718-01 | fertilizer | 6,600 | LB | 0.19 | 1,254.00 | 0.20 | 1,320.00 | 0.25 | 1,650.00 | 0.17 | 1,122.00 |
| 722-01 | project site laboratory | 1 | EACH | 2,961.75 | 2,961.75 | 500.00 | 500.00 | 8,000.00 | 8,000.00 | 1,500.00 | 1,500.00 |
| 726-01 | bedding material | 239.1 | CUYD | 38.50 | 9,205.35 | 15.00 | 3,586.50 | 40.00 | 9,564.00 | FREE | FREE |
| 727-01 | mobilization | lump | LUMP | 39,488.46 | 39,488.46 | 165,000.00 | 165,000.00 | 65,000.00 | 65,000.00 | 125,000.00 | 125,000.00 |
| 729-16-C | object marker assembly (type 3) | 32 | EACH | 77.00 | 2,464.00 | 95.00 | 3,040.00 | 75.00 | 2,400.00 | 70.00 | 2,240.00 |
| 731-02 | reflectorized raised pavement markers | 715 | EACH | 4.95 | 3,539.25 | 5.50 | 3,932.50 | 6.00 | 4,290.00 | 6.00 | 4,290.00 |
| 732-01-E | plastic pavement striping (24" width) | 33 | LNFT | 3.30 | 108.90 | 3.00 | 99.00 | 4.00 | 132.00 | 5.00 | 165.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.000 | MILE | 1,815.00 | 21,780.00 | 1,900.00 | 22,800.00 | 2,000.00 | 24,000.00 | 2,200.00 | 26,400.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.210 | MILE | 660.00 | 3,438.60 | 650.00 | 3,386.50 | 700.00 | 3,647.00 | 700.00 | 3,647.00 |
| 735-01 | mailboxes | 23 | EACH | 12.79 | 294.17 | 1.10 | 25.30 | 2.00 | 46.00 | 2.00 | 46.00 |
| 735-02 | mailbox supports (single) | 23 | EACH | 192.97 | 4,438.31 | 100.00 | 2,300.00 | 100.00 | 2,300.00 | 125.00 | 2,875.00 |
| 740-01 | construction layout | lump | LUMP | 8,250.00 | 8,250.00 | 35,000.00 | 35,000.00 | 55,000.00 | 55,000.00 | 50,000.00 | 50,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 40.92 | CUYD | 770.00 | 31,508.40 | 850.00 | 34,782.00 | 800.00 | 32,736.00 | 750.00 | 30,690.00 |
| 805-12-H-01 | reinforced concrete box culverts (7'x 4')(precast only, astm c850) |
420.0 | LNFT | 467.50 | 196,350.00 | 400.00 | 168,000.00 | 475.00 | 199,500.00 | 450.00 | 189,000.00 |
| 806-01 | deformed reinforcing steel | 3,682 | LB | 0.83 | 3,056.06 | 1.10 | 4,050.20 | 1.00 | 3,682.00 | 1.25 | 4,602.50 |
| S-001 | cement treated base course (12 in depth) | 79,209 | SQYD | 3.08 | 243,963.72 | 4.10 | 324,756.90 | 4.00 | 316,836.00 | 4.25 | 336,638.25 |
| S-002 | cleaning existing ditches | 1,400 | LNFT | 2.75 | 3,850.00 | 2.50 | 3,500.00 | 3.00 | 4,200.00 | 6.00 | 8,400.00 |
| S-003 | u-channel post installation | 35 | each | 82.50 | 2,887.50 | 42.00 | 1,470.00 | 45.00 | 1,575.00 | 40.00 | 1,400.00 |
| CONTRACTOR TOTAL | 1,637,692.14 | 1,692,776.02 | 1,806,454.20 | 1,976,182.35 | |||||||