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| DBE GOAL FED | |||
| Lead Project: 861-11-0006 | |||
| Parish: W BATON ROUGE | |||
| Routes: LA 984 | |||
| Description: JCT. LA 620 - JCT. LA 983 | |||
| Type Const:
grading, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement, cement treated base course, lime treatment, and related work. | |||
| Estimated Construction Cost: $1,754,557.44 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $1,445,078.60 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,504,836.48 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
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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 | 135 | SQYD | 25.00 | 3,375.00 | 12.00 | 1,620.00 | ||||
| 202-02-H | removal of guard rail | 331 | LNFT | 6.00 | 1,986.00 | 8.00 | 2,648.00 | ||||
| 203-07 | borrow (vehicular meas.) | 2,964 | CUYD | 1.00 | 2,964.00 | 8.00 | 23,712.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 1,408 | CUYD | 1.00 | 1,408.00 | 8.00 | 11,264.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 150.00 | 1,200.00 | 100.00 | 800.00 | ||||
| 204-06 | temporary silt fencing | 3,960 | LNFT | 1.00 | 3,960.00 | 1.25 | 4,950.00 | ||||
| 304-01 | lime | 44.82 | TON | 140.00 | 6,274.80 | 100.00 | 4,482.00 | ||||
| 304-03-D | lime treatment (type c) (12" thick) | 633 | SQYD | 2.00 | 1,266.00 | 5.00 | 3,165.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 1,266 | SQYD | 4.00 | 5,064.00 | 5.00 | 6,330.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 50,654 | SQYD | 7.50 | 379,905.00 | 5.00 | 253,270.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
225 | CUYD | 75.00 | 16,875.00 | 40.00 | 9,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 10,759.4 | TON | 65.00 | 699,361.00 | 60.00 | 645,564.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
582.2 | TON | 100.00 | 58,220.00 | 120.00 | 69,864.00 | ||||
| 509-01 | cold planing asphaltic pavement | 34,934 | SQYD | 2.00 | 69,868.00 | 3.00 | 104,802.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,092 | CUYD | 0.00 | 0.00 | 0.01 | - 10.92 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 160.0 | LNFT | 35.00 | 5,600.00 | 50.00 | 8,000.00 | ||||
| 704-03 | blocked out guard rail | 275.2 | LNFT | 25.00 | 6,880.00 | 20.00 | 5,504.00 | ||||
| 704-08-B | guard rail end transition (double thrie beam) | 92.7 | LNFT | 65.00 | 6,025.50 | 60.00 | 5,562.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 3,000.00 | 6,000.00 | 2,600.00 | 5,200.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 149,500.00 | 149,500.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 25 | LNFT | 2.00 | 50.00 | 0.50 | 12.50 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
9.000 | MILE | 350.00 | 3,150.00 | 500.00 | 4,500.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
8.829 | MILE | 400.00 | 3,531.60 | 10.00 | 88.29 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 12.171 | MILE | 700.00 | 8,519.70 | 10.00 | 121.71 | ||||
| 722-01 | project site laboratory | 1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 74,900.00 | 74,900.00 | ||||
| 729-16-B | object marker assembly (type 2) | 12 | EACH | 75.00 | 900.00 | 60.00 | 720.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | 75.00 | 300.00 | ||||
| 731-02 | reflectorized raised pavement markers | 397 | EACH | 6.00 | 2,382.00 | 7.00 | 2,779.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 25 | LNFT | 5.00 | 125.00 | 4.00 | 100.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.057 | MILE | 3,000.00 | 18,171.00 | 2,700.00 | 16,353.90 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.943 | MILE | 1,000.00 | 2,943.00 | 1,000.00 | 2,943.00 | ||||
| 735-01 | mailboxes | 37 | EACH | 2.00 | 74.00 | 6.00 | 222.00 | ||||
| 735-02 | mailbox supports (single) | 35 | EACH | 150.00 | 5,250.00 | 130.00 | 4,550.00 | ||||
| 735-03 | mailbox supports (double) | 1 | EACH | 200.00 | 200.00 | 180.00 | 180.00 | ||||
| 739-01 | hydro-seeding | 3.64 | ACRE | 1,500.00 | 5,460.00 | 1,000.00 | 3,640.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 59,600.00 | 59,600.00 | ||||
| S-001 | special anchor section | 2 | EACH | 3,000.00 | 6,000.00 | 1,000.00 | 2,000.00 | ||||
| S-002 | saw cutting driveways (6" deep) | 250 | LNFT | 15.00 | 3,750.00 | 20.00 | 5,000.00 | ||||
| S-003 | rumble strips (ground-in)(t-intersection) | 1 | EACH | 5,000.00 | 5,000.00 | 6,600.00 | 6,600.00 | ||||
| CONTRACTOR TOTAL | 1,445,078.60 | 1,504,836.48 | |||||||||