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| Lead Project: 039-04-0059 | |||
| Parish: CATAHOULA | |||
| Routes: LA 8 | |||
| Description: OUACHITA RIVER - LA 913 | |||
| Type Const: ultrathin hmac wearing course system, guard rail replacement and related work | |||
| Estimated Construction Cost: $1,331,336.78 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,133,189.85 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,316,038.59 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,327,725.91 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 444 | LNFT | 7.00 | 3,108.00 | 10.00 | 4,440.00 | 7.00 | 3,108.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,500 | CUYD | 40.00 | 60,000.00 | 90.00 | 135,000.00 | 60.00 | 90,000.00 | ||
| 509-01 | cold planing asphaltic pavement | 301 | SQYD | 30.00 | 9,030.00 | 20.00 | 6,020.00 | 50.00 | 15,050.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3 | CUYD | 0.01 | - 0.03 | 0.01 | - 0.03 | 0.10 | - 0.30 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 22 | SQYD | 200.00 | 4,400.00 | 180.00 | 3,960.00 | 400.00 | 8,800.00 | ||
| 704-03 | blocked out guard rail | 150.0 | LNFT | 22.00 | 3,300.00 | 22.00 | 3,300.00 | 21.00 | 3,150.00 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 56.00 | 2,800.00 | 50.00 | 2,500.00 | 45.00 | 2,250.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 62.00 | 6,200.00 | 70.00 | 7,000.00 | 60.00 | 6,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,600.00 | 10,400.00 | 2,300.00 | 9,200.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.377 | MILE | 225.00 | 1,659.83 | 350.00 | 2,581.95 | 130.00 | 959.01 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.012 | MILE | 200.00 | 1,002.40 | 500.00 | 2,506.00 | 325.00 | 1,628.90 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 22.551 | MILE | 1.00 | 22.55 | 844.05 | 19,034.17 | 700.00 | 15,785.70 | ||
| 727-01 | mobilization | lump | LUMP | 55,000.00 | 55,000.00 | 85,000.00 | 85,000.00 | 86,500.00 | 86,500.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | 75.00 | 300.00 | ||
| 731-02 | reflectorized raised pavement markers | 976 | EACH | 6.00 | 5,856.00 | 5.50 | 5,368.00 | 5.00 | 4,880.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 22.551 | MILE | 2,500.00 | 56,377.50 | 2,900.00 | 65,397.90 | 2,600.00 | 58,632.60 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.012 | MILE | 1,000.00 | 5,012.00 | 700.00 | 3,508.40 | 750.00 | 3,759.00 | ||
| 732-05 | removal of existing markings | 7.250 | MILE | 1,800.00 | 13,050.00 | 5,500.00 | 39,875.00 | 4,500.00 | 32,625.00 | ||
| 735-01 | mailboxes | 41 | EACH | 1.00 | 41.00 | 5.00 | 205.00 | 1.00 | 41.00 | ||
| 735-02 | mailbox supports (single) | 21 | EACH | 125.00 | 2,625.00 | 125.00 | 2,625.00 | 125.00 | 2,625.00 | ||
| 735-03 | mailbox supports (double) | 8 | EACH | 175.00 | 1,400.00 | 190.00 | 1,520.00 | 200.00 | 1,600.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 350.00 | 350.00 | 350.00 | 350.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 10,500.00 | 10,500.00 | 6,000.00 | 6,000.00 | ||
| S-001 | ultra-thin hmac wearing course system (0.75 inch thick) | 106,358 | SQYD | 8.20 | 872,135.60 | 8.40 | 893,407.20 | 9.00 | 957,222.00 | ||
| S-002 | sawcuts for pavement patching | 60 | LNFT | 7.00 | 420.00 | 20.00 | 1,200.00 | 21.00 | 1,260.00 | ||
| CONTRACTOR TOTAL | 1,133,189.85 | 1,316,038.59 | 1,327,725.91 | ||||||||