| |||
| Lead Project: 033-30-0005 | |||
| Parish: AVOYELLES | |||
| Routes: LA 1192 | |||
| Description: LA 1192 MINOR OVERLAY (CM) | |||
| Type Const: subgrade layer, cement treated base course, asphaltic concrete wearing course | |||
| Estimated Construction Cost: $614,032.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $758,100.32 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $774,272.35 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $809,258.81 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $868,563.01 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - D & J CONSTRUCTION CO., INC. |
- 4 - 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 | 46 | SQYD | 46.00 | 2,116.00 | 50.00 | 2,300.00 | 25.00 | 1,150.00 | 24.00 | 1,104.00 |
| 203-08 | borrow (vehicular measurement) | 250 | CUYD | 15.00 | 3,750.00 | 20.00 | 5,000.00 | 22.00 | 5,500.00 | 23.00 | 5,750.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 250 | CUYD | 15.00 | 3,750.00 | 20.00 | 5,000.00 | 8.00 | 2,000.00 | 23.00 | 5,750.00 |
| 305-01 | subgrade layer (12" thick) | 22,460 | SQYD | 7.00 | 157,220.00 | 8.50 | 190,910.00 | 7.50 | 168,450.00 | 11.50 | 258,290.00 |
| 308-01-A | in-place cement treated base course (12" thick) | 22,794 | SQYD | 7.95 | 181,212.30 | 8.50 | 193,749.00 | 7.50 | 170,955.00 | 6.00 | 136,764.00 |
| 308-02 | removal of existing patches | 200 | SQYD | 10.00 | 2,000.00 | 45.00 | 9,000.00 | 15.00 | 3,000.00 | 16.00 | 3,200.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
520 | CUYD | 89.00 | 46,280.00 | 50.00 | 26,000.00 | 50.00 | 26,000.00 | 65.00 | 33,800.00 |
| 502-01 | superpave asphaltic concrete | 2,354.2 | TON | 85.00 | 200,107.00 | 88.00 | 207,169.60 | 80.00 | 188,336.00 | 90.00 | 211,878.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
147.9 | TON | 175.00 | 25,882.50 | 175.00 | 25,882.50 | 158.00 | 23,368.20 | 260.00 | 38,454.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 16,500.00 | 16,500.00 | 76,000.00 | 76,000.00 | 8,000.00 | 8,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.802 | MILE | 180.00 | 324.36 | 250.00 | 450.50 | 250.00 | 450.50 | 500.00 | 901.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.648 | MILE | 350.00 | 576.80 | 300.00 | 494.40 | 1.00 | 1.65 | 1.00 | 1.65 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.461 | MILE | 1.00 | 4.46 | 600.00 | 2,676.60 | 1.00 | 4.46 | 1.00 | 4.46 |
| 722-01 | project site laboratory | 1 | EACH | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 45,000.00 | 45,000.00 | 80,000.00 | 80,000.00 | 80,000.00 | 80,000.00 |
| 731-02 | reflectorized raised pavement markers | 238 | EACH | 5.00 | 1,190.00 | 4.50 | 1,071.00 | 8.00 | 1,904.00 | 6.50 | 1,547.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.461 | MILE | 2,500.00 | 11,152.50 | 2,150.00 | 9,591.15 | 3,000.00 | 13,383.00 | 2,500.00 | 11,152.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.648 | MILE | 800.00 | 1,318.40 | 700.00 | 1,153.60 | 750.00 | 1,236.00 | 1,300.00 | 2,142.40 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 |
| 744-01 | traffic control management | lump | LUMP | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| S-001 | saw cutting | 1,608 | INFT | 2.00 | 3,216.00 | 3.00 | 4,824.00 | 2.50 | 4,020.00 | 3.00 | 4,824.00 |
| CONTRACTOR TOTAL | 758,100.32 | 774,272.35 | 809,258.81 | 868,563.01 | |||||||