| |||
| Lead Project: 040-01-0031 | |||
| Parish: GRANT | |||
| Routes: LA 8 | |||
| Description: JCT. LA 123 - JCT. US 167 | |||
| Type Const:
cold planing asphaltic concrete, pavement patching, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $2,986,071.74 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,240,464.49 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,355,876.45 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,722,474.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., 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 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
6,101 | CUYD | 35.00 | 213,535.00 | 30.00 | 183,030.00 | 85.00 | 518,585.00 | ||
| 502-01 | superpave asphaltic concrete | 14,270.2 | TON | 94.00 | 1,341,398.80 | 110.00 | 1,569,722.00 | 100.00 | 1,427,020.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,893.8 | TON | 123.00 | 355,937.40 | 110.00 | 318,318.00 | 145.00 | 419,601.00 | ||
| 509-01 | cold planing asphaltic pavement | 534 | SQYD | 21.00 | 11,214.00 | 16.00 | 8,544.00 | 15.00 | 8,010.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 30 | CUYD | 0.10 | - 3.00 | 0.01 | - 0.30 | 1.00 | - 30.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 250 | SQYD | 125.00 | 31,250.00 | 200.00 | 50,000.00 | 160.00 | 40,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,500.00 | 25,500.00 | 11,000.00 | 11,000.00 | 25,000.00 | 25,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.433 | MILE | 140.00 | 1,040.62 | 250.00 | 1,858.25 | 450.00 | 3,344.85 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.731 | MILE | 265.00 | 1,253.72 | 200.00 | 946.20 | 450.00 | 2,128.95 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 22.652 | MILE | 420.00 | 9,513.84 | 1.00 | 22.65 | 100.00 | 2,265.20 | ||
| 716-01-A | mulch (vegetative) | 1.0 | TON | 460.00 | 460.00 | 650.00 | 650.00 | 600.00 | 600.00 | ||
| 717-01 | seeding | 15 | LB | 13.00 | 195.00 | 12.00 | 180.00 | 20.00 | 300.00 | ||
| 718-01 | fertilizer | 500 | LB | 1.10 | 550.00 | 1.00 | 500.00 | 1.50 | 750.00 | ||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 137,000.00 | 137,000.00 | 100,000.00 | 100,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 981 | EACH | 5.00 | 4,905.00 | 6.00 | 5,886.00 | 6.50 | 6,376.50 | ||
| 735-01 | mailboxes | 90 | EACH | 1.00 | 90.00 | 1.00 | 90.00 | 5.00 | 450.00 | ||
| 735-02 | mailbox supports (single) | 74 | EACH | 100.00 | 7,400.00 | 125.00 | 9,250.00 | 150.00 | 11,100.00 | ||
| 735-03 | mailbox supports (double) | 11 | EACH | 150.00 | 1,650.00 | 200.00 | 2,200.00 | 250.00 | 2,750.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 300.00 | 300.00 | 350.00 | 350.00 | 400.00 | 400.00 | ||
| 737-01-A | painted traffic striping (solid line)(4" width) | 22.652 | MILE | 625.00 | 14,157.50 | 650.00 | 14,723.80 | 1,200.00 | 27,182.40 | ||
| 737-02-A | painted traffic striping (broken line)(4" width) | 4.731 | MILE | 310.00 | 1,466.61 | 350.00 | 1,655.85 | 500.00 | 2,365.50 | ||
| 740-01 | construction layout | lump | LUMP | 16,000.00 | 16,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | ||
| S-001 | saw cutting | 5,300 | INFT | 0.50 | 2,650.00 | 1.50 | 7,950.00 | 1.75 | 9,275.00 | ||
| S-002 | surface preparation | lump | LUMP | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 100,000.00 | 100,000.00 | ||
| CONTRACTOR TOTAL | 2,240,464.49 | 2,355,876.45 | 2,722,474.40 | ||||||||