| |||
| DBE GOAL FED | |||
| Lead Project: 194-06-0015 | |||
| Parish: VERMILION | |||
| Routes: LA 333 | |||
| Description: EAST END BEAU CHENE BRIDGE - JUNCTION LA 82 IN ESTHER | |||
| Type Const:
grading, cold planing asphaltic pavement, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,377,300.42 |
| 2 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $2,462,232.56 |
| 3 | 04089 | H & S CONSTRUCTION CO., INC. | $2,653,922.98 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - R. E. HEIDT CONSTRUCTION CO., INC. |
- 3 - H & S CONSTRUCTION CO., INC. |
|
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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 | 15 | SQYD | 24.00 | 360.00 | 110.00 | 1,650.00 | 30.00 | 450.00 | ||
| 202-02-H | removal of guard rail | 1,256 | LNFT | 2.40 | 3,014.40 | 2.15 | 2,700.40 | 3.50 | 4,396.00 | ||
| 203-08 | borrow (vehicular measurement) | 2,800 | CUYD | 13.00 | 36,400.00 | 16.00 | 44,800.00 | 18.00 | 50,400.00 | ||
| 302-02-E | class ii base course (8" thick) | 26,083.2 | SQYD | 13.50 | 352,123.20 | 22.40 | 584,263.68 | 16.75 | 436,893.60 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,728 | CUYD | 17.10 | 29,548.80 | 30.25 | 52,272.00 | 20.00 | 34,560.00 | ||
| 502-01-A | superpave asphaltic concrete (level 1) | 25,886.6 | TON | 52.94 | 1,370,436.60 | 48.20 | 1,247,734.12 | 50.00 | 1,294,330.00 | ||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
3,182.5 | TON | 80.47 | 256,095.77 | 77.00 | 245,052.50 | 70.00 | 222,775.00 | ||
| 509-01 | cold planing asphaltic pavement | 104,163 | SQYD | 0.78 | 81,247.14 | 0.88 | 91,663.44 | 1.65 | 171,868.95 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,893 | CUYD | 0.50 | - 1,446.50 | 1.00 | - 2,893.00 | 0.01 | - 28.93 | ||
| 704-03 | blocked out guard rail | 1,256.3 | LNFT | 18.00 | 22,613.40 | 15.90 | 19,975.17 | 16.50 | 20,728.95 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 6,600.00 | 6,600.00 | 6,800.00 | 6,800.00 | 31,500.00 | 31,500.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
23.769 | MILE | 240.00 | 5,704.56 | 260.00 | 6,179.94 | 1,800.00 | 42,784.20 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.279 | MILE | 240.00 | 2,946.96 | 212.00 | 2,603.14 | 200.00 | 2,455.80 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 76.696 | MILE | 480.00 | 36,814.08 | 425.00 | 32,595.80 | 320.00 | 24,542.72 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 675 | SQYD | 52.16 | 35,208.00 | 57.30 | 38,677.50 | 50.00 | 33,750.00 | ||
| 727-01 | mobilization | lump | LUMP | 39,000.00 | 39,000.00 | 21,000.00 | 21,000.00 | 178,000.00 | 178,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 32 | EACH | 66.00 | 2,112.00 | 58.30 | 1,865.60 | 70.00 | 2,240.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,047 | EACH | 5.40 | 5,653.80 | 4.80 | 5,025.60 | 6.50 | 6,805.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 26 | LNFT | 3.60 | 93.60 | 3.20 | 83.20 | 4.00 | 104.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.565 | MILE | 2,010.00 | 51,385.65 | 1,800.00 | 46,017.00 | 2,200.00 | 56,243.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.093 | MILE | 720.00 | 2,946.96 | 640.00 | 2,619.52 | 830.00 | 3,397.19 | ||
| 735-01 | mailboxes | 79 | EACH | 18.00 | 1,422.00 | 1.05 | 82.95 | 13.00 | 1,027.00 | ||
| 735-02 | mailbox supports (single) | 70 | EACH | 150.00 | 10,500.00 | 90.00 | 6,300.00 | 180.00 | 12,600.00 | ||
| 735-03 | mailbox supports (double) | 3 | EACH | 240.00 | 720.00 | 133.00 | 399.00 | 240.00 | 720.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 360.00 | 360.00 | 265.00 | 265.00 | 380.00 | 380.00 | ||
| 740-01 | construction layout | lump | LUMP | 25,440.00 | 25,440.00 | 4,500.00 | 4,500.00 | 21,000.00 | 21,000.00 | ||
| CONTRACTOR TOTAL | 2,377,300.42 | 2,462,232.56 | 2,653,922.98 | ||||||||