| |||
| Lead Project: 824-12-0012 | |||
| Parish: IBERVILLE | |||
| Routes: LA 76 | |||
| Description: JCT. LA 77 - JCT. LA 3000 | |||
| Type Const:
grading, lime treatment, in-place cement treated base course, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $2,503,084.32 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,462,007.20 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,467,690.20 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,680,655.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - 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 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,500.00 | 1,500.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 247 | SQYD | 15.00 | 3,705.00 | 15.00 | 3,705.00 | 30.00 | 7,410.00 | ||
| 202-02-H | removal of guard rail | 350 | LNFT | 5.00 | 1,750.00 | 10.00 | 3,500.00 | 6.00 | 2,100.00 | ||
| 203-07 | borrow (vehicular meas.)(selected soils) | 3,032 | CUYD | 5.00 | 15,160.00 | 1.00 | 3,032.00 | 10.00 | 30,320.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 2,215 | CUYD | 5.00 | 11,075.00 | 16.00 | 35,440.00 | 20.00 | 44,300.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 100.00 | 1,000.00 | 115.00 | 1,150.00 | 150.00 | 1,500.00 | ||
| 204-06 | temporary silt fencing | 31,258 | LNFT | 1.50 | 46,887.00 | 1.50 | 46,887.00 | 1.35 | 42,198.30 | ||
| 304-01 | lime | 28.20 | TON | 100.00 | 2,820.00 | 150.00 | 4,230.00 | 160.00 | 4,512.00 | ||
| 304-03-D | lime treatment (type c) (12" thick) | 996 | SQYD | 2.00 | 1,992.00 | 3.00 | 2,988.00 | 2.00 | 1,992.00 | ||
| 304-05 | lime treatment (type e) | 56.47 | TON | 200.00 | 11,294.00 | 275.00 | 15,529.25 | 200.00 | 11,294.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 79,676 | SQYD | 4.00 | 318,704.00 | 7.25 | 577,651.00 | 8.00 | 637,408.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,547 | CUYD | 12.00 | 30,564.00 | 10.00 | 25,470.00 | 40.00 | 101,880.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 60.00 | 30,000.00 | 20.00 | 10,000.00 | 35.00 | 17,500.00 | ||
| 502-01 | superpave asphaltic concrete | 14,670.8 | TON | 60.00 | 880,248.00 | 68.75 | 1,008,617.50 | 70.00 | 1,026,956.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,223.3 | TON | 60.00 | 73,398.00 | 90.00 | 110,097.00 | 100.00 | 122,330.00 | ||
| 509-01 | cold planing asphaltic pavement | 69,283 | SQYD | 4.00 | 277,132.00 | 2.90 | 200,920.70 | 3.50 | 242,490.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 4,330 | CUYD | 0.01 | - 43.30 | 0.01 | - 43.30 | 0.00 | 0.00 | ||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 32 | LNFT | 200.00 | 6,400.00 | 150.00 | 4,800.00 | 250.00 | 8,000.00 | ||
| 701-08 | relaying pipe | 24 | LNFT | 100.00 | 2,400.00 | 100.00 | 2,400.00 | 400.00 | 9,600.00 | ||
| 701-15 | concrete collar | 3 | EACH | 1,500.00 | 4,500.00 | 3,500.00 | 10,500.00 | 1,500.00 | 4,500.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 160.0 | LNFT | 30.00 | 4,800.00 | 32.00 | 5,120.00 | 40.00 | 6,400.00 | ||
| 704-03 | blocked out guard rail | 100.9 | LNFT | 20.00 | 2,018.00 | 18.50 | 1,866.65 | 25.00 | 2,522.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 91.7 | LNFT | 50.00 | 4,585.00 | 52.00 | 4,768.40 | 60.00 | 5,502.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,400.00 | 4,800.00 | 2,400.00 | 4,800.00 | 3,000.00 | 6,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 96 | LNFT | 0.50 | 48.00 | 1.00 | 96.00 | 2.00 | 192.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
17.760 | MILE | 500.00 | 8,880.00 | 325.00 | 5,772.00 | 350.00 | 6,216.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.285 | MILE | 500.00 | 142.50 | 300.00 | 85.50 | 500.00 | 142.50 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 35.415 | MILE | 100.00 | 3,541.50 | 600.00 | 21,249.00 | 500.00 | 17,707.50 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 726-01 | bedding material | 23.8 | CUYD | 0.00 | 0.00 | 125.00 | 2,975.00 | 40.00 | 952.00 | ||
| 727-01 | mobilization | lump | LUMP | 290,000.00 | 290,000.00 | 190,000.00 | 190,000.00 | 100,000.00 | 100,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 80 | EACH | 60.00 | 4,800.00 | 65.00 | 5,200.00 | 75.00 | 6,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 70.00 | 280.00 | 70.00 | 280.00 | 80.00 | 320.00 | ||
| 731-02 | reflectorized raised pavement markers | 782 | EACH | 6.00 | 4,692.00 | 4.50 | 3,519.00 | 6.00 | 4,692.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 96 | LNFT | 5.00 | 480.00 | 3.00 | 288.00 | 5.00 | 480.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 23.645 | MILE | 3,000.00 | 70,935.00 | 2,500.00 | 59,112.50 | 3,000.00 | 70,935.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.095 | MILE | 900.00 | 85.50 | 1,000.00 | 95.00 | 1,000.00 | 95.00 | ||
| 735-01 | mailboxes | 38 | EACH | 5.00 | 190.00 | 5.00 | 190.00 | 2.00 | 76.00 | ||
| 735-02 | mailbox supports (single) | 35 | EACH | 150.00 | 5,250.00 | 125.00 | 4,375.00 | 120.00 | 4,200.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 300.00 | 300.00 | 200.00 | 200.00 | 300.00 | 300.00 | ||
| 739-01 | hydro-seeding | 7.18 | ACRE | 1,200.00 | 8,616.00 | 1,000.00 | 7,180.00 | 1,000.00 | 7,180.00 | ||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | ||
| S-001 | special anchor section | 2 | EACH | 1,200.00 | 2,400.00 | 1,025.00 | 2,050.00 | 3,000.00 | 6,000.00 | ||
| S-002 | saw cutting driveways (6" deep) | 742 | LNFT | 9.00 | 6,678.00 | 7.00 | 5,194.00 | 6.00 | 4,452.00 | ||
| S-003 | traffic maintenance superpave asphaltic concrete | 20.0 | TON | 400.00 | 8,000.00 | 70.00 | 1,400.00 | 200.00 | 4,000.00 | ||
| CONTRACTOR TOTAL | 2,462,007.20 | 2,467,690.20 | 2,680,655.30 | ||||||||