| |||
| Lead Project: 846-03-0013 | |||
| Parish: ST HELENA | |||
| Routes: LA 1042 | |||
| Description: .14 MILE WEST OF SPRING CREEK - JCT. LA 43 | |||
| Type Const:
drainage structures, pavement patching, in-place cement treated base course, surface preparation, superpave asphaltic concrete overlay, and related work | |||
| Estimated Construction Cost: $2,664,593.80 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,192,000.00 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,305,218.20 |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,544,529.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - 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-H | removal of guard rail | 554 | LNFT | 5.00 | 2,770.00 | 19.00 | 10,526.00 | 10.00 | 5,540.00 | ||
| 202-02-I | removal of surfacing | 401 | SQYD | 20.00 | 8,020.00 | 25.00 | 10,025.00 | 25.00 | 10,025.00 | ||
| 202-02-J | removal of wingwalls | 8 | EACH | 550.00 | 4,400.00 | 525.00 | 4,200.00 | 250.00 | 2,000.00 | ||
| 203-07 | borrow (vehicular measurement) | 2,742 | CUYD | 10.00 | 27,420.00 | 16.00 | 43,872.00 | 20.00 | 54,840.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 2,241 | CUYD | 10.00 | 22,410.00 | 17.50 | 39,217.50 | 5.00 | 11,205.00 | ||
| 204-02 | temporary hay or straw bales | 100 | EACH | 10.00 | 1,000.00 | 11.00 | 1,100.00 | 10.00 | 1,000.00 | ||
| 204-06 | temporary silt fencing | 10,876 | LNFT | 1.00 | 10,876.00 | 1.40 | 15,226.40 | 1.40 | 15,226.40 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 80,867 | SQYD | 5.00 | 404,335.00 | 5.65 | 456,898.55 | 6.00 | 485,202.00 | ||
| 308-02 | removal of existing patches | 1,740 | SQYD | 0.50 | 870.00 | 9.00 | 15,660.00 | 0.10 | 174.00 | ||
| 502-01 | superpave asphaltic concrete | 15,302.3 | TON | 70.00 | 1,071,161.00 | 68.00 | 1,040,556.40 | 70.00 | 1,071,161.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
830.9 | TON | 70.00 | 58,163.00 | 143.00 | 118,818.70 | 150.00 | 124,635.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 65 | SQYD | 60.00 | 3,900.00 | 100.00 | 6,500.00 | 160.00 | 10,400.00 | ||
| 702-04-A | adjusting manholes | 2 | EACH | 200.00 | 400.00 | 1,000.00 | 2,000.00 | 200.00 | 400.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 400.0 | LNFT | 60.00 | 24,000.00 | 37.50 | 15,000.00 | 32.00 | 12,800.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 274.0 | LNFT | 45.00 | 12,330.00 | 50.00 | 13,700.00 | 48.00 | 13,152.00 | ||
| 704-03 | blocked out guard rail | 200.0 | LNFT | 20.00 | 4,000.00 | 18.50 | 3,700.00 | 19.00 | 3,800.00 | ||
| 704-11-A | guard rail end treatment (flared) | 20 | EACH | 2,200.00 | 44,000.00 | 2,100.00 | 42,000.00 | 2,000.00 | 40,000.00 | ||
| 711-03-C | riprap (30 lb) | 11.7 | TON | 110.00 | 1,287.00 | 105.00 | 1,228.50 | 175.00 | 2,047.50 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | 36,000.00 | 36,000.00 | 99,900.00 | 99,900.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 99 | LNFT | 1.00 | 99.00 | 0.65 | 64.35 | 0.50 | 49.50 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.280 | MILE | 1.00 | 5.28 | 145.00 | 765.60 | 500.00 | 2,640.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.280 | MILE | 1.00 | 5.28 | 300.00 | 1,584.00 | 10.00 | 52.80 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 61.950 | MILE | 1.00 | 61.95 | 575.00 | 35,621.25 | 10.00 | 619.50 | ||
| 722-01 | project site laboratory | 1 | EACH | 667.39 | 667.39 | 13,000.00 | 13,000.00 | 3,000.00 | 3,000.00 | ||
| 726-01 | bedding material | 14.0 | CUYD | 75.00 | 1,050.00 | 110.00 | 1,540.00 | 150.00 | 2,100.00 | ||
| 727-01 | mobilization | lump | LUMP | 167,000.00 | 167,000.00 | 128,000.00 | 128,000.00 | 194,700.00 | 194,700.00 | ||
| 729-16-C | object marker assembly (type 3) | 60 | EACH | 80.00 | 4,800.00 | 75.00 | 4,500.00 | 70.00 | 4,200.00 | ||
| 731-02 | reflectorized raised pavement markers | 767 | EACH | 6.00 | 4,602.00 | 5.00 | 3,835.00 | 6.00 | 4,602.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 33 | LNFT | 3.40 | 112.20 | 3.25 | 107.25 | 4.00 | 132.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 20.671 | MILE | 2,400.00 | 49,610.40 | 2,200.00 | 45,476.20 | 3,000.00 | 62,013.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.760 | MILE | 650.00 | 1,144.00 | 750.00 | 1,320.00 | 1,000.00 | 1,760.00 | ||
| 735-01 | mailboxes | 53 | EACH | 2.00 | 106.00 | 1.00 | 53.00 | 5.00 | 265.00 | ||
| 735-02 | mailbox supports (single) | 53 | EACH | 110.00 | 5,830.00 | 110.00 | 5,830.00 | 140.00 | 7,420.00 | ||
| 739-01 | hydro-seeding | 9.85 | ACRE | 1,000.00 | 9,850.00 | 1,000.00 | 9,850.00 | 1,100.00 | 10,835.00 | ||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 17,500.00 | 17,500.00 | 50,000.00 | 50,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 56.22 | CUYD | 1,600.00 | 89,952.00 | 1,500.00 | 84,330.00 | 1,600.00 | 89,952.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 44.0 | LNFT | 800.00 | 35,200.00 | 775.00 | 34,100.00 | 2,100.00 | 92,400.00 | ||
| 805-12-F | reinforced concrete box culverts (5'x 4') | 14.0 | LNFT | 1,000.00 | 14,000.00 | 950.00 | 13,300.00 | 2,100.00 | 29,400.00 | ||
| 806-01 | deformed reinforcing steel | 4,041 | LB | 2.50 | 10,102.50 | 2.50 | 10,102.50 | 1.00 | 4,041.00 | ||
| S-001 | sawcutting of concrete/asphalt driveways and turnouts (full depth) |
480 | LNFT | 2.00 | 960.00 | 7.00 | 3,360.00 | 8.00 | 3,840.00 | ||
| S-002 | cleaning existing ditches | 1,000 | LNFT | 3.00 | 3,000.00 | 3.25 | 3,250.00 | 12.00 | 12,000.00 | ||
| S-003 | surface preparation | lump | LUMP | 7,500.00 | 7,500.00 | 11,500.00 | 11,500.00 | 5,000.00 | 5,000.00 | ||
| CONTRACTOR TOTAL | 2,192,000.00 | 2,305,218.20 | 2,544,529.70 | ||||||||