| |||
| Lead Project: 272-04-0010 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 63 | |||
| Description: W. JCT. LA 449 - JCT. LA 1023 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete pavement, cement treated base course, and related work. | |||
| Estimated Construction Cost: $2,402,440.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,035,000.00 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,036,642.86 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,147,898.60 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,261,441.00 |
| 5 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,270,360.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - COASTAL BRIDGE CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,340.68 | 5,340.68 | 500.00 | 500.00 | 650.00 | 650.00 | 25,000.00 | 25,000.00 |
| 202-02-H | removal of guard rail | 100 | LNFT | 8.00 | 800.00 | 8.00 | 800.00 | 20.00 | 2,000.00 | 8.00 | 800.00 |
| 202-02-I | removal of asphalt drives | 1,000 | SQYD | 1.00 | 1,000.00 | 5.00 | 5,000.00 | 19.00 | 19,000.00 | 10.00 | 10,000.00 |
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 10.00 | 5,000.00 | 8.00 | 4,000.00 | 15.00 | 7,500.00 | 10.00 | 5,000.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 3,960 | CUYD | 5.00 | 19,800.00 | 8.00 | 31,680.00 | 15.00 | 59,400.00 | 15.00 | 59,400.00 |
| 204-02 | temporary hay or straw bales | 52 | EACH | 8.00 | 416.00 | 8.00 | 416.00 | 47.00 | 2,444.00 | 8.00 | 416.00 |
| 204-06 | temporary silt fencing | 8,102 | LNFT | 1.35 | 10,937.70 | 1.50 | 12,153.00 | 2.75 | 22,280.50 | 1.50 | 12,153.00 |
| 303-02 | removal of existing patches | 1,400 | SQYD | 2.00 | 2,800.00 | 4.00 | 5,600.00 | 22.00 | 30,800.00 | 15.00 | 21,000.00 |
| 308-01-A | in-place cement treated base course (12" thick) | 70,932 | SQYD | 7.80 | 553,269.60 | 8.00 | 567,456.00 | 7.20 | 510,710.40 | 8.50 | 602,922.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,027 | CUYD | 10.00 | 10,270.00 | 20.00 | 20,540.00 | 31.00 | 31,837.00 | 94.00 | 96,538.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 5.00 | 2,500.00 | 10.00 | 5,000.00 | 66.00 | 33,000.00 | 1.00 | 500.00 |
| 502-01 | superpave asphaltic concrete | 13,160.6 | TON | 65.00 | 855,439.00 | 65.00 | 855,439.00 | 70.00 | 921,242.00 | 72.00 | 947,563.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,209.9 | TON | 100.00 | 120,990.00 | 130.00 | 157,287.00 | 130.00 | 157,287.00 | 100.00 | 120,990.00 |
| 509-01 | cold planing asphaltic pavement | 53,411 | SQYD | 1.75 | 93,469.25 | 2.00 | 106,822.00 | 1.50 | 80,116.50 | 2.00 | 106,822.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,484 | CUYD | 1.00 | - 1,484.00 | 0.01 | - 14.84 | 0.10 | - 148.40 | 0.00 | 0.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 52 | LNFT | 150.00 | 7,800.00 | 200.00 | 10,400.00 | 110.00 | 5,720.00 | 100.00 | 5,200.00 |
| 704-03 | blocked out guard rail | 50.0 | LNFT | 35.00 | 1,750.00 | 35.00 | 1,750.00 | 33.00 | 1,650.00 | 25.00 | 1,250.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,800.00 | 11,200.00 | 2,800.00 | 11,200.00 | 2,600.00 | 10,400.00 | 2,800.00 | 11,200.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 65,000.00 | 65,000.00 | 50,800.00 | 50,800.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 108 | LNFT | 1.00 | 108.00 | 0.25 | 27.00 | 0.70 | 75.60 | 1.00 | 108.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
13.500 | MILE | 1.00 | 13.50 | 500.00 | 6,750.00 | 150.00 | 2,025.00 | 400.00 | 5,400.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.780 | MILE | 1.00 | 9.78 | 10.00 | 97.80 | 300.00 | 2,934.00 | 320.00 | 3,129.60 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 42.090 | MILE | 1.00 | 42.09 | 10.00 | 420.90 | 600.00 | 25,254.00 | 480.00 | 20,203.20 |
| 722-01 | project site laboratory | 1 | EACH | 500.00 | 500.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 726-01 | bedding material | 6.4 | CUYD | 5.00 | 32.00 | 120.00 | 768.00 | 110.00 | 704.00 | 100.00 | 640.00 |
| 727-01 | mobilization | lump | LUMP | 170,000.00 | 170,000.00 | 49,300.00 | 49,300.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 |
| 729-16-C | object marker assembly (type 3) | 40 | EACH | 80.00 | 3,200.00 | 80.00 | 3,200.00 | 88.00 | 3,520.00 | 75.00 | 3,000.00 |
| 731-02 | reflectorized raised pavement markers | 854 | EACH | 5.20 | 4,440.80 | 6.00 | 5,124.00 | 5.00 | 4,270.00 | 6.00 | 5,124.00 |
| 732-01-E | plastic pavement striping (24" width) | 36 | LNFT | 3.90 | 140.40 | 4.00 | 144.00 | 3.50 | 126.00 | 4.50 | 162.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.030 | MILE | 2,650.00 | 37,179.50 | 2,800.00 | 39,284.00 | 2,500.00 | 35,075.00 | 3,000.00 | 42,090.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.260 | MILE | 795.00 | 2,591.70 | 900.00 | 2,934.00 | 800.00 | 2,608.00 | 1,000.00 | 3,260.00 |
| 735-01 | mailboxes | 103 | EACH | 1.00 | 103.00 | 5.00 | 515.00 | 1.00 | 103.00 | 10.00 | 1,030.00 |
| 735-02 | mailbox supports (single) | 103 | EACH | 100.00 | 10,300.00 | 140.00 | 14,420.00 | 125.00 | 12,875.00 | 125.00 | 12,875.00 |
| 739-01 | hydro-seeding | 7.64 | ACRE | 900.00 | 6,876.00 | 1,000.00 | 7,640.00 | 1,000.00 | 7,640.00 | 1,000.00 | 7,640.00 |
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 47,700.00 | 47,700.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| S-001 | adjusting guardrail | 150.0 | LNFT | 18.00 | 2,700.00 | 20.00 | 3,000.00 | 17.00 | 2,550.00 | 40.00 | 6,000.00 |
| S-002 | u-channel post installation | 61 | EACH | 45.00 | 2,745.00 | 50.00 | 3,050.00 | 50.00 | 3,050.00 | 85.00 | 5,185.00 |
| S-003 | cleaning existing ditches | 200 | LNFT | 10.00 | 2,000.00 | 10.00 | 2,000.00 | 3.00 | 600.00 | 12.00 | 2,400.00 |
| S-004 | sawcuts in concrete/asphalt driveways and turnouts (full depth) |
72 | LNFT | 10.00 | 720.00 | 20.00 | 1,440.00 | 50.00 | 3,600.00 | 20.00 | 1,440.00 |
| CONTRACTOR TOTAL | 2,035,000.00 | 2,036,642.86 | 2,147,898.60 | 2,261,441.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - 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 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 202-02-H | removal of guard rail | 100 | LNFT | 12.00 | 1,200.00 | ||||||
| 202-02-I | removal of asphalt drives | 1,000 | SQYD | 10.00 | 10,000.00 | ||||||
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 25.00 | 12,500.00 | ||||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 3,960 | CUYD | 10.00 | 39,600.00 | ||||||
| 204-02 | temporary hay or straw bales | 52 | EACH | 20.00 | 1,040.00 | ||||||
| 204-06 | temporary silt fencing | 8,102 | LNFT | 2.00 | 16,204.00 | ||||||
| 303-02 | removal of existing patches | 1,400 | SQYD | 15.00 | 21,000.00 | ||||||
| 308-01-A | in-place cement treated base course (12" thick) | 70,932 | SQYD | 7.50 | 531,990.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,027 | CUYD | 65.00 | 66,755.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 70.00 | 35,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 13,160.6 | TON | 75.00 | 987,045.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,209.9 | TON | 100.00 | 120,990.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 53,411 | SQYD | 2.00 | 106,822.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,484 | CUYD | 0.00 | 0.00 | ||||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 52 | LNFT | 250.00 | 13,000.00 | ||||||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 25.00 | 1,250.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,400.00 | 9,600.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 108 | LNFT | 2.00 | 216.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
13.500 | MILE | 350.00 | 4,725.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.780 | MILE | 350.00 | 3,423.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 42.090 | MILE | 500.00 | 21,045.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 726-01 | bedding material | 6.4 | CUYD | 100.00 | 640.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 40 | EACH | 80.00 | 3,200.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 854 | EACH | 6.00 | 5,124.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 36 | LNFT | 5.00 | 180.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.030 | MILE | 3,200.00 | 44,896.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.260 | MILE | 1,000.00 | 3,260.00 | ||||||
| 735-01 | mailboxes | 103 | EACH | 25.00 | 2,575.00 | ||||||
| 735-02 | mailbox supports (single) | 103 | EACH | 220.00 | 22,660.00 | ||||||
| 739-01 | hydro-seeding | 7.64 | ACRE | 1,500.00 | 11,460.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| S-001 | adjusting guardrail | 150.0 | LNFT | 50.00 | 7,500.00 | ||||||
| S-002 | u-channel post installation | 61 | EACH | 60.00 | 3,660.00 | ||||||
| S-003 | cleaning existing ditches | 200 | LNFT | 25.00 | 5,000.00 | ||||||
| S-004 | sawcuts in concrete/asphalt driveways and turnouts (full depth) |
72 | LNFT | 25.00 | 1,800.00 | ||||||
| CONTRACTOR TOTAL | 2,270,360.00 | ||||||||||