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| DBE GOAL FED | |||
| Lead Project: 819-10-0009 | |||
| Parish: E FELICIANA | |||
| Routes: LA 412, LA 955 | |||
| Description: LA 964 - LA 19 | |||
| Type Const:
grading, cold planing asphaltic pavement, lime treatment, cement treated base course, superpave asphaltic conc pvmt and related work. | |||
| Estimated Construction Cost: $2,771,352.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,378,642.70 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,778,437.54 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,086,278.25 |
| 4 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,400,380.91 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - BARBER BROS. CONTRACTING CO., L.L.C |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 117 | SQYD | 13.00 | 1,521.00 | 10.00 | 1,170.00 | 35.00 | 4,095.00 | 25.00 | 2,925.00 |
| 202-02-H | removal of guard rail | 1,264 | LNFT | 5.50 | 6,952.00 | 5.00 | 6,320.00 | 4.00 | 5,056.00 | 5.00 | 6,320.00 |
| 202-02-I | removal of existing excess asphatlic patch material | 587 | SQYD | 15.00 | 8,805.00 | 10.00 | 5,870.00 | 10.00 | 5,870.00 | 10.00 | 5,870.00 |
| 203-08 | borrow (vehicular measurement) | 4,426 | CUYD | 1.00 | 4,426.00 | 9.00 | 39,834.00 | 13.00 | 57,538.00 | 18.00 | 79,668.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 10,180 | CUYD | 1.00 | 10,180.00 | 9.00 | 91,620.00 | 14.00 | 142,520.00 | 15.00 | 152,700.00 |
| 204-05-A | temporary sediment check dams (hay) | 60 | EACH | 10.00 | 600.00 | 85.00 | 5,100.00 | 100.00 | 6,000.00 | 200.00 | 12,000.00 |
| 204-06 | temporary silt fencing | 71,702 | LNFT | 0.10 | 7,170.20 | 1.00 | 71,702.00 | 2.00 | 143,404.00 | 1.50 | 107,553.00 |
| 304-01 | lime | 1,014.73 | TON | 130.00 | 131,914.90 | 125.00 | 126,841.25 | 120.00 | 121,767.60 | 175.00 | 177,577.75 |
| 304-04-D | lime treatment (type d) (12" thick) | 90,956 | SQYD | 1.50 | 136,434.00 | 4.55 | 413,849.80 | 3.25 | 295,607.00 | 3.00 | 272,868.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,252 | CUYD | 40.00 | 90,080.00 | 15.00 | 33,780.00 | 29.00 | 65,308.00 | 25.00 | 56,300.00 |
| 502-01 | superpave asphaltic concrete | 16,747.7 | TON | 42.00 | 703,403.40 | 50.00 | 837,385.00 | 58.00 | 971,366.60 | 60.00 | 1,004,862.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,125.5 | TON | 95.00 | 106,922.50 | 50.00 | 56,275.00 | 110.00 | 123,805.00 | 85.00 | 95,667.50 |
| 509-01-A | cold planing asphaltic pavement (2" average depth) | 87,000 | SQYD | 4.85 | 421,950.00 | 1.50 | 130,500.00 | 1.28 | 111,360.00 | 2.25 | 195,750.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,175 | CUYD | 1.00 | - 2,175.00 | 0.01 | - 21.75 | 0.10 | - 217.50 | 0.00 | 0.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 520.0 | LNFT | 30.00 | 15,600.00 | 28.00 | 14,560.00 | 32.00 | 16,640.00 | 50.00 | 26,000.00 |
| 704-03 | blocked out guard rail | 650.0 | LNFT | 17.00 | 11,050.00 | 16.00 | 10,400.00 | 19.00 | 12,350.00 | 25.00 | 16,250.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 44.50 | 8,900.00 | 42.00 | 8,400.00 | 63.00 | 12,600.00 | 65.00 | 13,000.00 |
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,000.00 | 16,000.00 | 1,900.00 | 15,200.00 | 2,000.00 | 16,000.00 | 2,500.00 | 20,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 75,000.00 | 75,000.00 | 14,000.00 | 14,000.00 | 30,000.00 | 30,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 132 | LNFT | 1.50 | 198.00 | 0.70 | 92.40 | 0.69 | 91.08 | 2.00 | 264.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
20.370 | MILE | 300.00 | 6,111.00 | 500.00 | 10,185.00 | 140.00 | 2,851.80 | 350.00 | 7,129.50 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
16.686 | MILE | 340.00 | 5,673.24 | 10.00 | 166.86 | 250.00 | 4,171.50 | 360.00 | 6,006.96 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 39.568 | MILE | 1.00 | 39.56 | 10.00 | 395.68 | 1.00 | 39.57 | 600.00 | 23,740.80 |
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 6 | EACH | 160.00 | 960.00 | 50.00 | 300.00 | 200.00 | 1,200.00 | 200.00 | 1,200.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 13,000.00 | 13,000.00 | 15,000.00 | 15,000.00 |
| 727-01 | mobilization | lump | LUMP | 177,000.00 | 177,000.00 | 150,000.00 | 150,000.00 | 300,000.00 | 300,000.00 | 200,000.00 | 200,000.00 |
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 80.00 | 1,600.00 | 45.00 | 900.00 | 60.00 | 1,200.00 | 80.00 | 1,600.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 72.00 | 576.00 | 70.00 | 560.00 | 80.00 | 640.00 | 90.00 | 720.00 |
| 731-02 | reflectorized raised pavement markers | 897 | EACH | 5.60 | 5,023.20 | 6.00 | 5,382.00 | 5.00 | 4,485.00 | 6.00 | 5,382.00 |
| 732-01-E | plastic pavement striping (24" width) | 44 | LNFT | 3.20 | 140.80 | 4.00 | 176.00 | 2.50 | 110.00 | 3.50 | 154.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.716 | MILE | 2,125.00 | 37,646.50 | 2,400.00 | 42,518.40 | 2,000.00 | 35,432.00 | 2,500.00 | 44,290.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.562 | MILE | 1,000.00 | 5,562.00 | 1,200.00 | 6,674.40 | 800.00 | 4,449.60 | 1,200.00 | 6,674.40 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 500.00 | 1,000.00 | 600.00 | 1,200.00 | 400.00 | 800.00 | 600.00 | 1,200.00 |
| 735-01 | mailboxes | 31 | EACH | 1.00 | 31.00 | 5.00 | 155.00 | 15.00 | 465.00 | 6.00 | 186.00 |
| 735-02 | mailbox supports (single) | 29 | EACH | 150.00 | 4,350.00 | 115.00 | 3,335.00 | 200.00 | 5,800.00 | 150.00 | 4,350.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 300.00 | 300.00 | 190.00 | 190.00 | 600.00 | 600.00 | 250.00 | 250.00 |
| 739-01 | hydro-seeding | 8.23 | ACRE | 1,000.00 | 8,230.00 | 1,050.00 | 8,641.50 | 1,200.00 | 9,876.00 | 1,000.00 | 8,230.00 |
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 64,000.00 | 64,000.00 | 33,000.00 | 33,000.00 | 50,000.00 | 50,000.00 |
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 65,000.00 | 65,000.00 | 10,000.00 | 10,000.00 | 100,000.00 | 100,000.00 |
| S-001 | cement treated base course (12 in depth) | 90,956 | SQYD | 4.15 | 377,467.40 | 5.00 | 454,780.00 | 5.75 | 522,997.00 | 7.00 | 636,692.00 |
| S-002 | cleaning existing ditches | 1,000 | LNFT | 8.00 | 8,000.00 | 10.00 | 10,000.00 | 10.00 | 10,000.00 | 12.00 | 12,000.00 |
| CONTRACTOR TOTAL | 2,378,642.70 | 2,778,437.54 | 3,086,278.25 | 3,400,380.91 | |||||||