| |||
| Lead Project: 221-30-0007 | |||
| Parish: ST LANDRY | |||
| Routes: LA 760-2 | |||
| Description: JUNCTION LA 93 - JUNCTION LA 182 | |||
| Type Const:
grading, cold plane asphaltic pavement, superpave asphaltic concrete overlay, asphatlic pavement patching and widening and related work. | |||
| Estimated Construction Cost: $457,193.94 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $400,500.63 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $581,111.31 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $636,482.57 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 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 | 70 | SQYD | 25.00 | 1,750.00 | 100.00 | 7,000.00 | 30.00 | 2,100.00 | ||
| 203-08 | borrow (vehicular measurement) | 75 | CUYD | 1.00 | 75.00 | 100.00 | 7,500.00 | 35.00 | 2,625.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 25 | CUYD | 1.00 | 25.00 | 100.00 | 2,500.00 | 35.00 | 875.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
155 | CUYD | 30.00 | 4,650.00 | 115.00 | 17,825.00 | 90.00 | 13,950.00 | ||
| 502-01 | superpave asphaltic concrete | 1,951.2 | TON | 73.00 | 142,437.60 | 95.00 | 185,364.00 | 105.00 | 204,876.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
134.1 | TON | 95.00 | 12,739.50 | 200.00 | 26,820.00 | 200.00 | 26,820.00 | ||
| 509-01 | cold planing asphaltic pavement | 10,372 | SQYD | 2.25 | 23,337.00 | 2.40 | 24,892.80 | 5.00 | 51,860.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 378 | CUYD | 0.01 | - 3.78 | 0.01 | - 3.78 | 0.01 | - 3.78 | ||
| 706-03-A | incidental concrete paving ( 4" thick) | 101.3 | SQYD | 52.00 | 5,267.60 | 104.00 | 10,535.20 | 65.00 | 6,584.50 | ||
| 707-01 | concrete curb | 155.4 | LNFT | 16.00 | 2,486.40 | 49.00 | 7,614.60 | 15.00 | 2,331.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | ||
| 713-03-B | temporary pavement markings (6" width) | 525 | LNFT | 0.29 | 152.25 | 0.15 | 78.75 | 0.28 | 147.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 921 | LNFT | 1.10 | 1,013.10 | 0.01 | 9.21 | 1.00 | 921.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.520 | MILE | 331.09 | 834.35 | 600.00 | 1,512.00 | 450.00 | 1,134.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.121 | MILE | 375.79 | 797.05 | 1.00 | 2.12 | 350.00 | 742.35 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 6.411 | MILE | 607.04 | 3,891.73 | 1.00 | 6.41 | 550.00 | 3,526.05 | ||
| 713-06-F | temporary pavement legends and symbols (stop ahead) | 3 | EACH | 115.63 | 346.89 | 1.00 | 3.00 | 120.00 | 360.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 215 | SQYD | 78.00 | 16,770.00 | 159.00 | 34,185.00 | 180.00 | 38,700.00 | ||
| 724-02 | pavement widening | 2,419.8 | SQYD | 37.00 | 89,532.60 | 55.00 | 133,089.00 | 70.00 | 169,386.00 | ||
| 727-01 | mobilization | lump | LUMP | 32,500.00 | 32,500.00 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 324 | EACH | 5.90 | 1,911.60 | 6.00 | 1,944.00 | 5.50 | 1,782.00 | ||
| 732-01-B | plastic pavement striping (6" width) | 175 | LNFT | 0.79 | 138.25 | 2.00 | 350.00 | 1.00 | 175.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 50 | LNFT | 3.76 | 188.00 | 5.00 | 250.00 | 4.00 | 200.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.137 | MILE | 2,832.84 | 6,053.78 | 3,000.00 | 6,411.00 | 2,500.00 | 5,342.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.707 | MILE | 936.58 | 662.16 | 1,000.00 | 707.00 | 850.00 | 600.95 | ||
| 732-04-F | plastic pavement legends & symbols (stop ahead) | 1 | EACH | 572.35 | 572.35 | 2,000.00 | 2,000.00 | 550.00 | 550.00 | ||
| 740-01 | construction layout | lump | LUMP | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 7,500.00 | 7,500.00 | ||
| 741-11 | adjusting water valve and meter box | 1 | EACH | 350.00 | 350.00 | 1,000.00 | 1,000.00 | 150.00 | 150.00 | ||
| 744-01 | traffic control management | lump | LUMP | 22,000.00 | 22,000.00 | 100.00 | 100.00 | 45,000.00 | 45,000.00 | ||
| S-001 | full depth sawcutting of existing portland cement concrete drives |
708 | INFT | 2.15 | 1,522.20 | 2.00 | 1,416.00 | 6.00 | 4,248.00 | ||
| CONTRACTOR TOTAL | 400,500.63 | 581,111.31 | 636,482.57 | ||||||||