| |||
| Lead Project: 848-17-0004 | |||
| Parish: ST JOHN | |||
| Routes: LA 3217, LA 3223, LA 3224 | |||
| Description: JCT. LA 628 - JCT. US 61 AND JCT. LA 44 - JCT. US 61 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete overlay, pavement patching, and related work. | |||
| Estimated Construction Cost: $629,934.74 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $596,186.38 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $654,745.11 |
| 3 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $799,509.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - BARRIERE CONSTRUCTION CO., LLC |
- 3 - BARBER BROS. CONTRACTING CO., L.L.C |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-07 | borrow (vehicular measurement) | 34 | CUYD | 35.00 | 1,190.00 | 100.00 | 3,400.00 | 100.00 | 3,400.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
200 | CUYD | 90.00 | 18,000.00 | 75.00 | 15,000.00 | 100.00 | 20,000.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
521.6 | TON | 150.00 | 78,240.00 | 150.00 | 78,240.00 | 150.00 | 78,240.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 573 | SQYD | 80.00 | 45,840.00 | 95.00 | 54,435.00 | 100.00 | 57,300.00 | ||
| 702-04-A | adjusting manholes | 6 | EACH | 300.00 | 1,800.00 | 100.00 | 600.00 | 500.00 | 3,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,500.00 | 7,500.00 | 65,000.00 | 65,000.00 | 30,000.00 | 30,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 576 | LNFT | 0.35 | 201.60 | 0.10 | 57.60 | 0.50 | 288.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 832 | LNFT | 1.00 | 832.00 | 1.00 | 832.00 | 1.20 | 998.40 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.820 | MILE | 400.00 | 1,528.00 | 85.00 | 324.70 | 400.00 | 1,528.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.424 | MILE | 375.00 | 534.00 | 10.00 | 14.24 | 1.00 | 1.42 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 14.577 | MILE | 525.00 | 7,652.93 | 10.00 | 145.77 | 1.00 | 14.58 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 8 | EACH | 30.00 | 240.00 | 10.00 | 80.00 | 30.00 | 240.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 2 | EACH | 30.00 | 60.00 | 10.00 | 20.00 | 30.00 | 60.00 | ||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 16 | EACH | 55.00 | 880.00 | 50.00 | 800.00 | 60.00 | 960.00 | ||
| 716-01-A | mulch (vegetative) | 0.2 | TON | 5,000.00 | 1,000.00 | 5,000.00 | 1,000.00 | 6,000.00 | 1,200.00 | ||
| 717-01 | seeding | 2 | LB | 10.00 | 20.00 | 125.00 | 250.00 | 60.00 | 120.00 | ||
| 718-01 | fertilizer | 73 | LB | 10.00 | 730.00 | 6.00 | 438.00 | 6.00 | 438.00 | ||
| 727-01 | mobilization | lump | LUMP | 80,000.00 | 80,000.00 | 65,000.00 | 65,000.00 | 75,000.00 | 75,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 256 | EACH | 5.50 | 1,408.00 | 6.00 | 1,536.00 | 6.00 | 1,536.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 288 | LNFT | 1.00 | 288.00 | 1.00 | 288.00 | 1.25 | 360.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 416 | LNFT | 4.65 | 1,934.40 | 5.00 | 2,080.00 | 5.00 | 2,080.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.285 | MILE | 3,250.00 | 23,676.25 | 2,800.00 | 20,398.00 | 3,200.00 | 23,312.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.710 | MILE | 800.00 | 568.00 | 800.00 | 568.00 | 1,000.00 | 710.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | EACH | 250.00 | 1,000.00 | 200.00 | 800.00 | 220.00 | 880.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 250.00 | 250.00 | 225.00 | 225.00 | 240.00 | 240.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 8 | EACH | 250.00 | 2,000.00 | 250.00 | 2,000.00 | 250.00 | 2,000.00 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 8 | EACH | 450.00 | 3,600.00 | 450.00 | 3,600.00 | 500.00 | 4,000.00 | ||
| 735-01 | mailboxes | 49 | EACH | 1.10 | 53.90 | 1.00 | 49.00 | 2.00 | 98.00 | ||
| 735-02 | mailbox supports (single) | 26 | EACH | 110.00 | 2,860.00 | 150.00 | 3,900.00 | 125.00 | 3,250.00 | ||
| 735-04 | mailbox supports (multiple) | 4 | EACH | 250.00 | 1,000.00 | 450.00 | 1,800.00 | 260.00 | 1,040.00 | ||
| 736-09 | loop detector | 2,400 | LNFT | 15.00 | 36,000.00 | 14.00 | 33,600.00 | 15.00 | 36,000.00 | ||
| 736-10 | underground junction box | 3 | EACH | 600.00 | 1,800.00 | 575.00 | 1,725.00 | 600.00 | 1,800.00 | ||
| 740-01 | construction layout | lump | LUMP | 7,500.00 | 7,500.00 | 23,000.00 | 23,000.00 | 10,000.00 | 10,000.00 | ||
| 741-11 | adjusting water valve and meter box | 2 | EACH | 300.00 | 600.00 | 35.00 | 70.00 | 800.00 | 1,600.00 | ||
| S-003 | detectable warning tiles | 4.0 | LNFT | 250.00 | 1,000.00 | 500.00 | 2,000.00 | 100.00 | 400.00 | ||
| SUBTOTAL GENERAL | 331,787.08 | 383,276.31 | 362,094.40 | ||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 502-01 | superpave asphaltic concrete | 3,135.8 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 110.00 | 344,938.00 | ||
| 509-01 | cold planing asphaltic pavement | 23,565 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 3.50 | 82,477.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 982 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| S-001 | surface preparation | lump | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | 10,000.00 | 10,000.00 | ||
| SUBTOTAL ALT A1 | 437,415.50 | ||||||||||
| ALTERNATE A2 | |||||||||||
| S-002 | ultra-thin hmac wearing course system (0.75 inch thick) | 28,278 | SQYD | 9.35 | 264,399.30 | 9.60 | 271,468.80 | 0.00 | 0.00 | ||
| SUBTOTAL ALT A2 | 264,399.30 | 271,468.80 | |||||||||
| CONTRACTOR TOTAL | 596,186.38 | 654,745.11 | 799,509.90 | ||||||||