| |||
| Lead Project: 207-06-0011 | |||
| Parish: ACADIA | |||
| Routes: LA 35 | |||
| Description: JCT. HABETZ LOOP (SOUTH) - SOUTH JCT. US 90 (CM) | |||
| Type Const: cold plane, base rehab, & overlay | |||
| Estimated Construction Cost: $1,017,816.15 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $1,071,368.40 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,332,493.11 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,480,132.28 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. 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 | 132 | SQYD | 15.00 | 1,980.00 | 29.00 | 3,828.00 | 14.00 | 1,848.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 82.0 | SQYD | 15.00 | 1,230.00 | 50.00 | 4,100.00 | 30.00 | 2,460.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 125.00 | 1,500.00 | 250.00 | 3,000.00 | 200.00 | 2,400.00 | ||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 13,036 | SQYD | 11.00 | 143,396.00 | 12.00 | 156,432.00 | 11.00 | 143,396.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
698 | CUYD | 55.00 | 38,390.00 | 46.00 | 32,108.00 | 75.00 | 52,350.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 95.00 | 4,750.00 | 50.00 | 2,500.00 | 75.00 | 3,750.00 | ||
| 502-01 | superpave asphaltic concrete | 4,842.3 | TON | 77.00 | 372,857.10 | 107.00 | 518,126.10 | 100.00 | 484,230.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
335.5 | TON | 125.00 | 41,937.50 | 250.00 | 83,875.00 | 230.00 | 77,165.00 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 13,890 | GAL | 4.00 | 55,560.00 | 3.00 | 41,670.00 | 4.00 | 55,560.00 | ||
| 507-02-B | aggregate (s2) | 20,426 | SQYD | 1.50 | 30,639.00 | 1.75 | 35,745.50 | 0.90 | 18,383.40 | ||
| 507-02-C | aggregate (s3) | 20,426 | SQYD | 1.30 | 26,553.80 | 1.75 | 35,745.50 | 0.90 | 18,383.40 | ||
| 509-01 | cold planing asphaltic pavement | 19,286 | SQYD | 3.00 | 57,858.00 | 3.25 | 62,679.50 | 3.20 | 61,715.20 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,291 | CUYD | 0.01 | - 12.91 | 0.10 | - 129.10 | 0.02 | - 25.82 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 50 | SQYD | 150.00 | 7,500.00 | 275.00 | 13,750.00 | 220.00 | 11,000.00 | ||
| 510-02 | pavement widening | 1,140.0 | SQYD | 85.00 | 96,900.00 | 70.00 | 79,800.00 | 70.00 | 79,800.00 | ||
| 702-04-B | adjusting catch basins | 1 | EACH | 3,500.00 | 3,500.00 | 5,500.00 | 5,500.00 | 3,200.00 | 3,200.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 18,000.00 | 18,000.00 | 150,000.00 | 150,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.258 | MILE | 388.00 | 1,652.10 | 150.00 | 638.70 | 440.00 | 1,873.52 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.419 | MILE | 352.00 | 499.49 | 325.00 | 461.18 | 370.00 | 525.03 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 3.197 | MILE | 590.00 | 1,886.23 | 675.00 | 2,157.98 | 620.00 | 1,982.14 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 2 | EACH | 90.00 | 180.00 | 70.00 | 140.00 | 90.00 | 180.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 2 | EACH | 90.00 | 180.00 | 80.00 | 160.00 | 90.00 | 180.00 | ||
| 713-06 | temporary reflectorized raised pavement markers | 206 | EACH | 6.00 | 1,236.00 | 5.50 | 1,133.00 | 6.00 | 1,236.00 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 376 | EACH | 1.25 | 470.00 | 1.75 | 658.00 | 1.00 | 376.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 8,500.00 | 8,500.00 | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 65,000.00 | 65,000.00 | 130,000.00 | 130,000.00 | 140,000.00 | 140,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 60.00 | 120.00 | 60.00 | 120.00 | 60.00 | 120.00 | ||
| 731-02 | reflectorized raised pavement markers | 206 | EACH | 6.00 | 1,236.00 | 5.00 | 1,030.00 | 6.40 | 1,318.40 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.178 | MILE | 3,226.00 | 10,252.23 | 2,500.00 | 7,945.00 | 3,400.00 | 10,805.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.419 | MILE | 940.00 | 1,333.86 | 750.00 | 1,064.25 | 990.00 | 1,404.81 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 209.00 | 209.00 | 165.00 | 165.00 | 220.00 | 220.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 268.00 | 268.00 | 165.00 | 165.00 | 280.00 | 280.00 | ||
| 735-01 | mailboxes | 30 | EACH | 1.20 | 36.00 | 1.25 | 37.50 | 10.00 | 300.00 | ||
| 735-02 | mailbox supports (single) | 32 | EACH | 137.00 | 4,384.00 | 125.00 | 4,000.00 | 200.00 | 6,400.00 | ||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 35,000.00 | 35,000.00 | ||
| S-002 | cement treatment (10" thickness) | 6,600 | SQYD | 7.50 | 49,500.00 | 10.00 | 66,000.00 | 13.00 | 85,800.00 | ||
| S-003 | full depth sawcutting of existing portland cement concrete drives |
3,258 | INFT | 1.50 | 4,887.00 | 1.50 | 4,887.00 | 2.00 | 6,516.00 | ||
| CONTRACTOR TOTAL | 1,071,368.40 | 1,332,493.11 | 1,480,132.28 | ||||||||