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| DBE GOAL FED | |||
| Lead Project: 216-03-0034 | |||
| Parish: LAFAYETTE | |||
| Routes: LA 89 | |||
| Description: LA 182 - JUNCTION US 90 | |||
| Type Const:
grading, drainage structures, cold planing asph. conc. pvmt, superpave asph. concrete pvmt., portland cement concrete pvmt., pvmt. patching, pvmt. widening, and related work. | |||
| Estimated Construction Cost: $556,504.94 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $648,978.76 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $823,789.68 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-D | removal of concrete walks and drives | 59 | SQYD | 13.50 | 796.50 | 35.00 | 2,065.00 | ||||
| 202-02-H | removal of guard rail | 480 | LNFT | 3.75 | 1,800.00 | 11.00 | 5,280.00 | ||||
| 202-02-I | removal of asphalt drives | 3 | EACH | 800.00 | 2,400.00 | 700.00 | 2,100.00 | ||||
| 203-01 | general excavation | 50 | CUYD | 20.00 | 1,000.00 | 30.00 | 1,500.00 | ||||
| 203-04 | embankment | 50 | CUYD | 20.00 | 1,000.00 | 30.00 | 1,500.00 | ||||
| 203-08 | borrow (vehicular measurement) | 250 | CUYD | 28.00 | 7,000.00 | 30.00 | 7,500.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 165.00 | 660.00 | 185.00 | 740.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
595 | CUYD | 75.00 | 44,625.00 | 75.00 | 44,625.00 | ||||
| 502-01 | superpave asphaltic concrete | 3,210.6 | TON | 76.00 | 244,005.60 | 100.00 | 321,060.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
566.2 | TON | 110.00 | 62,282.00 | 140.00 | 79,268.00 | ||||
| 509-01 | cold planing asphaltic pavement | 11,278 | SQYD | 2.75 | 31,014.50 | 2.50 | 28,195.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 470 | CUYD | 0.01 | - 4.70 | 1.00 | - 470.00 | ||||
| 701-05-K-01 | side drain pipe (30") (erosion) | 140 | LNFT | 110.00 | 15,400.00 | 90.00 | 12,600.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 75.0 | LNFT | 55.00 | 4,125.00 | 35.00 | 2,625.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 150.0 | LNFT | 66.00 | 9,900.00 | 55.00 | 8,250.00 | ||||
| 704-03 | blocked out guard rail | 37.5 | LNFT | 22.00 | 825.00 | 22.00 | 825.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 4,180.00 | 16,720.00 | 2,300.00 | 9,200.00 | ||||
| 706-02-C | concrete drive (6" thick) | 50.0 | SQYD | 80.00 | 4,000.00 | 98.00 | 4,900.00 | ||||
| 707-03 | combination concrete curb & gutter | 50.0 | LNFT | 100.00 | 5,000.00 | 45.00 | 2,250.00 | ||||
| 711-01-C | riprap (30 lb, 12" thick) | 100 | SQYD | 94.00 | 9,400.00 | 90.00 | 9,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 | ||||
| 713-03-A | temporary pavement markings (4" width) | 650 | LNFT | 0.17 | 110.50 | 1.00 | 650.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 472 | LNFT | 0.33 | 155.76 | 1.00 | 472.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 280 | LNFT | 1.05 | 294.00 | 1.10 | 308.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.631 | MILE | 400.00 | 652.40 | 340.00 | 554.54 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.355 | MILE | 302.00 | 409.21 | 320.00 | 433.60 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 5.241 | MILE | 468.00 | 2,452.79 | 490.00 | 2,568.09 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 2 | EACH | 55.00 | 110.00 | 55.00 | 110.00 | ||||
| 713-06-B | temporary pavement legends and symbols (double arrow) | 4 | EACH | 71.50 | 286.00 | 75.00 | 300.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 2 | EACH | 82.50 | 165.00 | 85.00 | 170.00 | ||||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 4 | EACH | 110.00 | 440.00 | 115.00 | 460.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 250 | SQYD | 120.00 | 30,000.00 | 140.00 | 35,000.00 | ||||
| 724-02 | pavement widening | 601.7 | SQYD | 85.00 | 51,144.50 | 76.00 | 45,729.20 | ||||
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | 70,000.00 | 70,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 284 | EACH | 5.61 | 1,593.24 | 5.50 | 1,562.00 | ||||
| 732-01-A | plastic pavement striping (4" width) | 325 | LNFT | 0.46 | 149.50 | 0.50 | 162.50 | ||||
| 732-01-C | plastic pavement striping (8" width) | 236 | LNFT | 0.94 | 221.84 | 1.00 | 236.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 140 | LNFT | 3.58 | 501.20 | 3.50 | 490.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.621 | MILE | 2,365.00 | 6,198.67 | 2,500.00 | 6,552.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.678 | MILE | 816.00 | 553.25 | 875.00 | 593.25 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 193.00 | 193.00 | 200.00 | 200.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 215.00 | 430.00 | 230.00 | 460.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 215.00 | 215.00 | 230.00 | 230.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 468.00 | 936.00 | 490.00 | 980.00 | ||||
| 735-01 | mailboxes | 13 | EACH | 11.00 | 143.00 | 3.00 | 39.00 | ||||
| 735-02 | mailbox supports (single) | 10 | EACH | 220.00 | 2,200.00 | 200.00 | 2,000.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 550.00 | 550.00 | 360.00 | 360.00 | ||||
| 740-01 | construction layout | lump | LUMP | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 13,500.00 | 13,500.00 | 52,000.00 | 52,000.00 | ||||
| S-001 | autoscope solo pro | 2 | EACH | 8,030.00 | 16,060.00 | 7,000.00 | 14,000.00 | ||||
| S-002 | 4 channel communication interface panel | 1 | EACH | 2,200.00 | 2,200.00 | 1,800.00 | 1,800.00 | ||||
| S-003 | autoscope cable | 600 | LNFT | 3.85 | 2,310.00 | 2.50 | 1,500.00 | ||||
| S-004 | ts ii mini hub | 1 | EACH | 1,375.00 | 1,375.00 | 1,500.00 | 1,500.00 | ||||
| S-005 | full depth sawcutting of existing portland cement concrete drives |
792 | INFT | 2.50 | 1,980.00 | 5.50 | 4,356.00 | ||||
| CONTRACTOR TOTAL | 648,978.76 | 823,789.68 | |||||||||