| |||
| Lead Project: 804-03-0013 | |||
| Parish: ASSUMPTION | |||
| Routes: LA 1014, LA 402, LA 663 | |||
| Description: LA 308 - 0.8 MILE EAST, LA 403 - LA 1 & LA 662 - LA 398 | |||
| Type Const:
pavement patching, surface preparation, superpave asphaltic concrete overlay and related work | |||
| Estimated Construction Cost: $2,024,966.97 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06487 | HUEY STOCKSTILL, INC. | $1,358,867.50 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $1,581,977.86 |
| 3 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $1,699,512.82 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,778,634.11 |
| 5 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,879,034.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - HUEY STOCKSTILL, INC. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - BARRIERE CONSTRUCTION CO., LLC |
- 4 - COASTAL BRIDGE CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 204-02 | temporary hay or straw bales | 22 | EACH | 1.00 | 22.00 | 35.00 | 770.00 | 1.00 | 22.00 | 25.00 | 550.00 |
| 204-06 | temporary silt fencing | 2,650 | LNFT | 0.10 | 265.00 | 1.85 | 4,902.50 | 0.50 | 1,325.00 | 3.00 | 7,950.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,387 | CUYD | 32.00 | 44,384.00 | 82.00 | 113,734.00 | 1.00 | 1,387.00 | 90.00 | 124,830.00 |
| 502-01 | superpave asphaltic concrete | 7,658.1 | TON | 82.00 | 627,964.20 | 100.00 | 765,810.00 | 99.00 | 758,151.90 | 105.85 | 810,609.89 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,217.6 | TON | 82.00 | 99,843.20 | 120.00 | 146,112.00 | 99.00 | 120,542.40 | 105.85 | 128,882.96 |
| 509-01-A | cold planing asphaltic pavement (1 1/2" average depth) | 1,887 | SQYD | 2.00 | 3,774.00 | 4.00 | 7,548.00 | 1.00 | 1,887.00 | 8.00 | 15,096.00 |
| 509-01-B | cold planing asphaltic pavement (2" deep) | 398 | SQYD | 4.00 | 1,592.00 | 12.00 | 4,776.00 | 1.00 | 398.00 | 8.00 | 3,184.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 75 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 1.00 | - 75.00 | 0.00 | 0.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 4,099 | SQYD | 69.00 | 282,831.00 | 75.00 | 307,425.00 | 90.00 | 368,910.00 | 82.50 | 338,167.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 100,000.00 | 100,000.00 | 15,000.00 | 15,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.200 | MILE | 160.00 | 832.00 | 375.00 | 1,950.00 | 100.00 | 520.00 | 400.00 | 2,080.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.095 | MILE | 10.00 | 40.95 | 515.00 | 2,108.93 | 0.10 | 0.41 | 350.00 | 1,433.25 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.055 | MILE | 10.00 | 50.55 | 800.00 | 4,044.00 | 0.10 | 0.51 | 525.00 | 2,653.88 |
| 727-01 | mobilization | lump | LUMP | 135,000.00 | 135,000.00 | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 | 215,000.00 | 215,000.00 |
| 729-16-B | object marker assembly (type 2) | 30 | EACH | 50.00 | 1,500.00 | 75.00 | 2,250.00 | 50.00 | 1,500.00 | 75.00 | 2,250.00 |
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 75.00 | 450.00 | 80.00 | 480.00 | 75.00 | 450.00 | 85.00 | 510.00 |
| 731-02 | reflectorized raised pavement markers | 690 | EACH | 4.50 | 3,105.00 | 7.00 | 4,830.00 | 5.00 | 3,450.00 | 5.75 | 3,967.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.055 | MILE | 3,500.00 | 17,692.50 | 2,500.00 | 12,637.50 | 2,200.00 | 11,121.00 | 3,100.00 | 15,670.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.095 | MILE | 500.00 | 2,047.50 | 915.00 | 3,746.93 | 800.00 | 3,276.00 | 775.00 | 3,173.63 |
| 735-01 | mailboxes | 94 | EACH | 1.00 | 94.00 | 5.00 | 470.00 | 1.00 | 94.00 | 1.00 | 94.00 |
| 735-02 | mailbox supports (single) | 75 | EACH | 95.00 | 7,125.00 | 145.00 | 10,875.00 | 100.00 | 7,500.00 | 125.00 | 9,375.00 |
| 735-03 | mailbox supports (double) | 2 | EACH | 125.00 | 250.00 | 150.00 | 300.00 | 125.00 | 250.00 | 250.00 | 500.00 |
| 735-04 | mailbox supports (multiple) | 5 | EACH | 225.00 | 1,125.00 | 300.00 | 1,500.00 | 225.00 | 1,125.00 | 400.00 | 2,000.00 |
| 740-01 | construction layout | lump | LUMP | 3,300.00 | 3,300.00 | 1,500.00 | 1,500.00 | 27,000.00 | 27,000.00 | 15,000.00 | 15,000.00 |
| S-001 | surface preparation | lump | LUMP | 59,000.00 | 59,000.00 | 70,000.00 | 70,000.00 | 140,000.00 | 140,000.00 | 20,000.00 | 20,000.00 |
| S-002 | saw cutting asphaltic concrete patches (12" deep) | 6,776 | LNFT | 8.35 | 56,579.60 | 8.00 | 54,208.00 | 0.10 | 677.60 | 6.00 | 40,656.00 |
| CONTRACTOR TOTAL | 1,358,867.50 | 1,581,977.86 | 1,699,512.82 | 1,778,634.11 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
|
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 204-02 | temporary hay or straw bales | 22 | EACH | 10.00 | 220.00 | ||||||
| 204-06 | temporary silt fencing | 2,650 | LNFT | 1.50 | 3,975.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,387 | CUYD | 40.00 | 55,480.00 | ||||||
| 502-01 | superpave asphaltic concrete | 7,658.1 | TON | 100.00 | 765,810.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,217.6 | TON | 150.00 | 182,640.00 | ||||||
| 509-01-A | cold planing asphaltic pavement (1 1/2" average depth) | 1,887 | SQYD | 15.00 | 28,305.00 | ||||||
| 509-01-B | cold planing asphaltic pavement (2" deep) | 398 | SQYD | 15.00 | 5,970.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 75 | CUYD | 0.01 | - 0.75 | ||||||
| 510-01-B | pavement patching (12" minimum thickness) | 4,099 | SQYD | 70.00 | 286,930.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 180,000.00 | 180,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.200 | MILE | 600.00 | 3,120.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.095 | MILE | 100.00 | 409.50 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.055 | MILE | 100.00 | 505.50 | ||||||
| 727-01 | mobilization | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 30 | EACH | 60.00 | 1,800.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 80.00 | 480.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 690 | EACH | 6.00 | 4,140.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.055 | MILE | 3,000.00 | 15,165.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.095 | MILE | 900.00 | 3,685.50 | ||||||
| 735-01 | mailboxes | 94 | EACH | 5.00 | 470.00 | ||||||
| 735-02 | mailbox supports (single) | 75 | EACH | 125.00 | 9,375.00 | ||||||
| 735-03 | mailbox supports (double) | 2 | EACH | 150.00 | 300.00 | ||||||
| 735-04 | mailbox supports (multiple) | 5 | EACH | 275.00 | 1,375.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| S-001 | surface preparation | lump | LUMP | 65,000.00 | 65,000.00 | ||||||
| S-002 | saw cutting asphaltic concrete patches (12" deep) | 6,776 | LNFT | 5.00 | 33,880.00 | ||||||
| CONTRACTOR TOTAL | 1,879,034.75 | ||||||||||