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| DBE GOAL FED | |||
| Lead Project: 432-02-0004 | |||
| Parish: DESOTO | |||
| Routes: LA 191 | |||
| Description: JCT. LA 481 - JCT. LA 763 | |||
| Type Const:
drainage structures, cement treated base course, asphaltic surface treatment, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $2,623,876.68 |
| 2 | 17464 | BENTON & BROWN, LLC. | $2,826,289.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - BENTON & BROWN, 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 | 50 | SQYD | 25.00 | 1,250.00 | 10.00 | 500.00 | ||||
| 202-02-I | removal of concrete box culvert headwalls | 2 | EACH | 1,000.00 | 2,000.00 | 600.00 | 1,200.00 | ||||
| 203-08 | borrow (vehicular measurement) | 10,000 | CUYD | 8.00 | 80,000.00 | 8.00 | 80,000.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
523 | CUYD | 1.00 | 523.00 | 45.00 | 23,535.00 | ||||
| 502-01 | superpave asphaltic concrete | 24,923.0 | TON | 52.40 | 1,305,965.20 | 50.00 | 1,246,150.00 | ||||
| 502-01-A | superpave asphaltic concrete (paved drives and turnouts) |
1,531.4 | TON | 1.00 | 1,531.40 | 50.00 | 76,570.00 | ||||
| 507-01-A | asphaltic surface treatment (1 application) | 128,604 | SQYD | 1.40 | 180,045.60 | 1.75 | 225,057.00 | ||||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 112 | LNFT | 120.00 | 13,440.00 | 110.00 | 12,320.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 106 | LNFT | 135.00 | 14,310.00 | 65.00 | 6,890.00 | ||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 4 | LNFT | 180.00 | 720.00 | 150.00 | 600.00 | ||||
| 701-15 | concrete collar | 15 | EACH | 500.00 | 7,500.00 | 600.00 | 9,000.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 325.0 | LNFT | 43.50 | 14,137.50 | 60.00 | 19,500.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 312.5 | LNFT | 21.00 | 6,562.50 | 35.00 | 10,937.50 | ||||
| 704-11-B | guard rail end treatment (tangent) | 10 | EACH | 1,925.00 | 19,250.00 | 2,500.00 | 25,000.00 | ||||
| 712-02 | sacked concrete revetment | 522 | SQYD | 60.00 | 31,320.00 | 59.00 | 30,798.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 63,000.00 | 63,000.00 | 100,000.00 | 100,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
16.610 | MILE | 263.50 | 4,376.73 | 1.00 | 16.61 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 66.440 | MILE | 1.00 | 66.44 | 1.00 | 66.44 | ||||
| 713-07-01 | temporary reflectorized raised pavement markers (tabs) | 1,096 | EACH | 1.00 | 1,096.00 | 1.00 | 1,096.00 | ||||
| 716-01-B | mulch (fiber) | 14.83 | ACRE | 550.00 | 8,156.50 | 700.00 | 10,381.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 600 | SQYD | 30.95 | 18,570.00 | 60.00 | 36,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 63,000.00 | 63,000.00 | 235,000.00 | 235,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 3 | EACH | 60.00 | 180.00 | 70.00 | 210.00 | ||||
| 729-16-C | object marker assembly (type 3) | 11 | EACH | 65.00 | 715.00 | 85.00 | 935.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,096 | EACH | 5.00 | 5,480.00 | 5.00 | 5,480.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 27.292 | MILE | 1,800.00 | 49,125.60 | 2,000.00 | 54,584.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.503 | MILE | 850.00 | 3,827.55 | 900.00 | 4,052.70 | ||||
| 735-01 | mailboxes | 47 | EACH | 1.00 | 47.00 | 60.00 | 2,820.00 | ||||
| 735-02 | mailbox supports (single) | 31 | EACH | 125.00 | 3,875.00 | 150.00 | 4,650.00 | ||||
| 735-03 | mailbox supports (double) | 8 | EACH | 170.00 | 1,360.00 | 200.00 | 1,600.00 | ||||
| 739-01 | hydro-seeding | 14.83 | ACRE | 850.00 | 12,605.50 | 1,400.00 | 20,762.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 80,000.00 | 80,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 24.43 | CUYD | 1,000.00 | 24,430.00 | 700.00 | 17,101.00 | ||||
| 805-12-E-01 | reinforced concrete box culverts (4' x 4') (extensions) | 16.0 | LNFT | 1,000.00 | 16,000.00 | 450.00 | 7,200.00 | ||||
| 806-01 | deformed reinforcing steel | 1,873 | LB | 2.00 | 3,746.00 | 1.00 | 1,873.00 | ||||
| S-001 | cement treated base course (12" depth) | 128,604 | SQYD | 5.04 | 648,164.16 | 3.65 | 469,404.60 | ||||
| CONTRACTOR TOTAL | 2,623,876.68 | 2,826,289.85 | |||||||||