| |||
| Lead Project: 140-01-0010 | |||
| Parish: VERNON | |||
| Routes: LA 113 | |||
| Description: JCT. LA 10 - RAPIDES PH. LINE | |||
| Type Const:
cold planing asphaltic concrete, pavement patching,superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $2,630,603.83 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $1,955,395.33 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,099,879.50 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $2,159,995.53 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,196,370.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - D & J CONSTRUCTION CO., INC. |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 1,400 | LNFT | 25.00 | 35,000.00 | 3.50 | 4,900.00 | 7.00 | 9,800.00 | 12.00 | 16,800.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,203 | CUYD | 10.00 | 22,030.00 | 80.00 | 176,240.00 | 75.00 | 165,225.00 | 110.00 | 242,330.00 |
| 502-01 | superpave asphaltic concrete | 10,058.0 | TON | 102.00 | 1,025,916.00 | 94.00 | 945,452.00 | 110.00 | 1,106,380.00 | 98.00 | 985,684.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,577.0 | TON | 70.00 | 110,390.00 | 150.00 | 236,550.00 | 110.00 | 173,470.00 | 150.00 | 236,550.00 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 49,743 | GAL | 3.50 | 174,100.50 | 5.00 | 248,715.00 | 4.20 | 208,920.60 | 3.60 | 179,074.80 |
| 507-02-B | aggregate (s2) | 73,152 | SQYD | 2.00 | 146,304.00 | 1.25 | 91,440.00 | 1.15 | 84,124.80 | 1.25 | 91,440.00 |
| 507-02-C | aggregate (s3) | 73,152 | SQYD | 2.00 | 146,304.00 | 1.00 | 73,152.00 | 0.85 | 62,179.20 | 1.15 | 84,124.80 |
| 509-01 | cold planing asphaltic pavement | 6,808 | SQYD | 4.35 | 29,614.80 | 3.75 | 25,530.00 | 3.25 | 22,126.00 | 3.25 | 22,126.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 300 | CUYD | 0.01 | - 3.00 | 0.10 | - 30.00 | 0.01 | - 3.00 | 0.01 | - 3.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 400 | SQYD | 155.00 | 62,000.00 | 95.00 | 38,000.00 | 150.00 | 60,000.00 | 125.00 | 50,000.00 |
| 704-03 | blocked out guard rail | 200.0 | LNFT | 25.00 | 5,000.00 | 24.00 | 4,800.00 | 21.00 | 4,200.00 | 22.00 | 4,400.00 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 200.0 | LNFT | 45.00 | 9,000.00 | 48.00 | 9,600.00 | 42.00 | 8,400.00 | 42.00 | 8,400.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 400.0 | LNFT | 60.00 | 24,000.00 | 67.00 | 26,800.00 | 58.00 | 23,200.00 | 59.00 | 23,600.00 |
| 704-11-A | guard rail end treatment (flared) | 16 | EACH | 2,100.00 | 33,600.00 | 2,100.00 | 33,600.00 | 2,100.00 | 33,600.00 | 2,200.00 | 35,200.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
6.249 | MILE | 400.00 | 2,499.60 | 135.00 | 843.62 | 225.00 | 1,406.03 | 450.00 | 2,812.05 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
10.953 | MILE | 0.01 | 0.11 | 225.00 | 2,464.43 | 200.00 | 2,190.60 | 100.00 | 1,095.30 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 12.034 | MILE | 0.01 | 0.12 | 500.00 | 6,017.00 | 400.00 | 4,813.60 | 100.00 | 1,203.40 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 3,300 | EACH | 1.50 | 4,950.00 | 1.50 | 4,950.00 | 1.50 | 4,950.00 | 1.00 | 3,300.00 |
| 716-01-A | mulch (vegetative) | 6.0 | TON | 1,000.00 | 6,000.00 | 440.00 | 2,640.00 | 400.00 | 2,400.00 | 420.00 | 2,520.00 |
| 717-01 | seeding | 90 | LB | 25.00 | 2,250.00 | 8.00 | 720.00 | 8.00 | 720.00 | 7.80 | 702.00 |
| 718-01 | fertilizer | 3,000 | LB | 1.10 | 3,300.00 | 0.55 | 1,650.00 | 0.50 | 1,500.00 | 0.75 | 2,250.00 |
| 727-01 | mobilization | lump | LUMP | 30,000.00 | 30,000.00 | 65,000.00 | 65,000.00 | 57,000.00 | 57,000.00 | 70,000.00 | 70,000.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | 80.00 | 1,280.00 | 75.00 | 1,200.00 | 85.00 | 1,360.00 |
| 731-02 | reflectorized raised pavement markers | 825 | EACH | 6.00 | 4,950.00 | 5.50 | 4,537.50 | 6.00 | 4,950.00 | 5.85 | 4,826.25 |
| 732-01-E | plastic pavement striping (24" width) | 34 | LNFT | 3.50 | 119.00 | 3.50 | 119.00 | 15.00 | 510.00 | 3.50 | 119.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.357 | MILE | 2,500.00 | 18,392.50 | 2,250.00 | 16,553.25 | 2,900.00 | 21,335.30 | 2,200.00 | 16,185.40 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.477 | MILE | 600.00 | 3,286.20 | 600.00 | 3,286.20 | 1,200.00 | 6,572.40 | 650.00 | 3,560.05 |
| 735-01 | mailboxes | 32 | EACH | 5.00 | 160.00 | 1.00 | 32.00 | 25.00 | 800.00 | 5.00 | 160.00 |
| 735-02 | mailbox supports (single) | 25 | EACH | 150.00 | 3,750.00 | 125.00 | 3,125.00 | 125.00 | 3,125.00 | 140.00 | 3,500.00 |
| 735-03 | mailbox supports (double) | 2 | EACH | 300.00 | 600.00 | 175.00 | 350.00 | 200.00 | 400.00 | 195.00 | 390.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 400.00 | 400.00 | 325.00 | 325.00 | 350.00 | 350.00 | 360.00 | 360.00 |
| 740-01 | construction layout | lump | LUMP | 100.00 | 100.00 | 4,200.00 | 4,200.00 | 9,000.00 | 9,000.00 | 12,000.00 | 12,000.00 |
| S-001 | saw cutting asphaltic concrete pavement | 10,150 | INFT | 0.01 | 101.50 | 0.25 | 2,537.50 | 1.00 | 10,150.00 | 2.00 | 20,300.00 |
| S-002 | surface preparation | lump | LUMP | 25,000.00 | 25,000.00 | 54,500.00 | 54,500.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| CONTRACTOR TOTAL | 1,955,395.33 | 2,099,879.50 | 2,159,995.53 | 2,196,370.05 | |||||||