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| Lead Project: 260-07-0023 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 43 | |||
| Description: JCT. U.S. 190 - JCT. LA 442 | |||
| Type Const:
grading, cold planing asphaltic concrete, pavement patching, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $2,394,542.12 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,887,000.00 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,998,835.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - 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 | 830 | LNFT | 5.00 | 4,150.00 | 9.50 | 7,885.00 | ||||
| 203-07 | borrow (vehicular measurement) | 2,000 | CUYD | 10.00 | 20,000.00 | 17.00 | 34,000.00 | ||||
| 204-02 | temporary hay or straw bales | 26 | EACH | 8.00 | 208.00 | 46.00 | 1,196.00 | ||||
| 204-06 | temporary silt fencing | 4,699 | LNFT | 1.35 | 6,343.65 | 2.50 | 11,747.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,455 | CUYD | 25.00 | 36,375.00 | 22.00 | 32,010.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 5.00 | 500.00 | 120.00 | 12,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 13,916.8 | TON | 65.00 | 904,592.00 | 62.50 | 869,800.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,820.5 | TON | 1.00 | 1,820.50 | 135.00 | 245,767.50 | ||||
| 509-01 | cold planing asphaltic pavement | 69,475 | SQYD | 1.50 | 104,212.50 | 1.10 | 76,422.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,171 | CUYD | 10.00 | - 21,710.00 | 0.10 | - 217.10 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 3,760 | SQYD | 67.00 | 251,920.00 | 71.00 | 266,960.00 | ||||
| 510-02 | pavement widening | 187.8 | SQYD | 20.00 | 3,756.00 | 97.00 | 18,216.60 | ||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 80 | LNFT | 125.00 | 10,000.00 | 95.00 | 7,600.00 | ||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 124 | LNFT | 175.00 | 21,700.00 | 115.00 | 14,260.00 | ||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 268 | LNFT | 200.00 | 53,600.00 | 135.00 | 36,180.00 | ||||
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 96 | LNFT | 300.00 | 28,800.00 | 300.00 | 28,800.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 300.0 | LNFT | 35.00 | 10,500.00 | 50.00 | 15,000.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 234.0 | LNFT | 49.00 | 11,466.00 | 6.00 | 1,404.00 | ||||
| 704-03 | blocked out guard rail | 318.8 | LNFT | 18.00 | 5,738.40 | 22.00 | 7,013.60 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,500.00 | 20,000.00 | 2,600.00 | 20,800.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 119,978.65 | 119,978.65 | 25,000.00 | 25,000.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 288 | LNFT | 1.00 | 288.00 | 0.65 | 187.20 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
14.880 | MILE | 175.00 | 2,604.00 | 140.00 | 2,083.20 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.000 | MILE | 325.00 | 3,900.00 | 300.00 | 3,600.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 41.430 | MILE | 5.00 | 207.15 | 600.00 | 24,858.00 | ||||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 6 | EACH | 225.00 | 1,350.00 | 225.00 | 1,350.00 | ||||
| 726-01 | bedding material | 116.0 | CUYD | 20.00 | 2,320.00 | 70.00 | 8,120.00 | ||||
| 727-01 | mobilization | lump | LUMP | 163,000.00 | 163,000.00 | 126,600.00 | 126,600.00 | ||||
| 729-16-C | object marker assembly (type 3) | 48 | EACH | 70.00 | 3,360.00 | 90.00 | 4,320.00 | ||||
| 731-02 | reflectorized raised pavement markers | 784 | EACH | 5.25 | 4,116.00 | 5.00 | 3,920.00 | ||||
| 732-01-A | plastic pavement striping (4" width) | 588 | LNFT | 0.45 | 264.60 | 0.55 | 323.40 | ||||
| 732-01-E | plastic pavement striping (24" width) | 96 | LNFT | 3.35 | 321.60 | 3.25 | 312.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.810 | MILE | 2,900.00 | 40,049.00 | 2,500.00 | 34,525.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.000 | MILE | 790.00 | 3,160.00 | 750.00 | 3,000.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 425.00 | 850.00 | 450.00 | 900.00 | ||||
| 735-01 | mailboxes | 80 | EACH | 1.00 | 80.00 | 1.00 | 80.00 | ||||
| 735-02 | mailbox supports (single) | 80 | EACH | 100.00 | 8,000.00 | 115.00 | 9,200.00 | ||||
| 739-01 | hydro-seeding | 6.01 | ACRE | 895.00 | 5,378.95 | 1,100.00 | 6,611.00 | ||||
| 740-01 | construction layout | lump | LUMP | 45,000.00 | 45,000.00 | 27,000.00 | 27,000.00 | ||||
| CONTRACTOR TOTAL | 1,887,000.00 | 1,998,835.40 | |||||||||