| |||
| Lead Project: 360-05-0005 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 494 | |||
| Description: JCT. LA 484 - JCT. LA 119 | |||
| Type Const:
grading, cold planing asphaltic concrete, lime treatment, in-place cement stabilized base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $782,378.79 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $639,013.98 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $643,978.43 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $764,191.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 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 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 100 | CUYD | 1.00 | 100.00 | 30.00 | 3,000.00 | 25.00 | 2,500.00 | ||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 23,226 | SQYD | 8.00 | 185,808.00 | 6.75 | 156,775.50 | 10.00 | 232,260.00 | ||
| 303-02 | removal of existing patches | 200 | SQYD | 1.00 | 200.00 | 11.00 | 2,200.00 | 26.00 | 5,200.00 | ||
| 304-05 | lime treatment (type e) | 182.90 | TON | 270.00 | 49,383.00 | 1.00 | 182.90 | 300.00 | 54,870.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,200 | CUYD | 50.00 | 60,000.00 | 66.00 | 79,200.00 | 91.00 | 109,200.00 | ||
| 502-01 | superpave asphaltic concrete | 2,443.7 | TON | 97.50 | 238,260.75 | 90.00 | 219,933.00 | 92.00 | 224,820.40 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
111.9 | TON | 60.00 | 6,714.00 | 180.00 | 20,142.00 | 265.00 | 29,653.50 | ||
| 509-01 | cold planing asphaltic pavement | 4,444 | SQYD | 4.00 | 17,776.00 | 3.00 | 13,332.00 | 2.95 | 13,109.80 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 176 | CUYD | 1.00 | - 176.00 | 0.10 | - 17.60 | 1.00 | - 176.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 27,500.00 | 27,500.00 | 35,000.00 | 35,000.00 | 12,000.00 | 12,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.084 | MILE | 400.00 | 833.60 | 150.00 | 312.60 | 450.00 | 937.80 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.812 | MILE | 1.00 | 1.81 | 1.00 | 1.81 | 350.00 | 634.20 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.520 | MILE | 1.00 | 5.52 | 1.00 | 5.52 | 450.00 | 2,484.00 | ||
| 716-01-A | mulch (vegetative) | 2.0 | TON | 600.00 | 1,200.00 | 550.00 | 1,100.00 | 575.00 | 1,150.00 | ||
| 717-01 | seeding | 30 | LB | 15.00 | 450.00 | 11.00 | 330.00 | 11.00 | 330.00 | ||
| 718-01 | fertilizer | 1,003 | LB | 1.00 | 1,003.00 | 0.65 | 651.95 | 0.65 | 651.95 | ||
| 722-01 | project site laboratory | 1 | EACH | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 27,500.00 | 27,500.00 | 60,000.00 | 60,000.00 | 44,000.00 | 44,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 227 | EACH | 5.00 | 1,135.00 | 5.50 | 1,248.50 | 6.00 | 1,362.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.311 | MILE | 2,500.00 | 10,777.50 | 2,800.00 | 12,070.80 | 2,600.00 | 11,208.60 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.553 | MILE | 600.00 | 931.80 | 650.00 | 1,009.45 | 950.00 | 1,475.35 | ||
| 735-01 | mailboxes | 10 | EACH | 1.00 | 10.00 | 15.00 | 150.00 | 10.00 | 100.00 | ||
| 735-02 | mailbox supports (single) | 6 | EACH | 200.00 | 1,200.00 | 225.00 | 1,350.00 | 230.00 | 1,380.00 | ||
| 735-03 | mailbox supports (double) | 4 | EACH | 225.00 | 900.00 | 250.00 | 1,000.00 | 260.00 | 1,040.00 | ||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 4,000.00 | 4,000.00 | ||
| CONTRACTOR TOTAL | 639,013.98 | 643,978.43 | 764,191.60 | ||||||||