| |||
| Lead Project: 260-07-0024 | |||
| Parish: LIVINGSTON, ST HELENA | |||
| Routes: LA 43 | |||
| Description: JCT. LA 442 - E. JCT. LA 16 | |||
| Type Const:
grading, cold planing asphaltic concrete, in-place stab. base course superpave asphaltic concrete pavement, pavement patching, pavement widening, and related work. | |||
| Estimated Construction Cost: $4,434,915.32 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,222,953.41 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,252,846.27 |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $4,579,275.65 |
| 4 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $4,728,482.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 4 - 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 | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 370.0 | SQYD | 10.00 | 3,700.00 | 25.00 | 9,250.00 | 15.00 | 5,550.00 | 100.00 | 37,000.00 |
| 202-02-I | removal of asphalt drives | 170 | EACH | 1.00 | 170.00 | 255.00 | 43,350.00 | 50.00 | 8,500.00 | 350.00 | 59,500.00 |
| 203-07 | borrow (vehicular measurement) | 1,569 | CUYD | 5.00 | 7,845.00 | 30.00 | 47,070.00 | 15.00 | 23,535.00 | 20.00 | 31,380.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 4,752 | CUYD | 5.00 | 23,760.00 | 30.00 | 142,560.00 | 15.00 | 71,280.00 | 15.00 | 71,280.00 |
| 204-02 | temporary hay or straw bales | 30 | EACH | 15.50 | 465.00 | 16.00 | 480.00 | 15.00 | 450.00 | 20.00 | 600.00 |
| 204-06 | temporary silt fencing | 8,237 | LNFT | 1.40 | 11,531.80 | 2.00 | 16,474.00 | 1.25 | 10,296.25 | 1.50 | 12,355.50 |
| 308-01-A | in-place cement treated base course (12" thick) | 85,536 | SQYD | 5.00 | 427,680.00 | 6.00 | 513,216.00 | 8.00 | 684,288.00 | 7.00 | 598,752.00 |
| 308-02 | removal of existing patches | 150 | SQYD | 50.00 | 7,500.00 | 15.00 | 2,250.00 | 15.00 | 2,250.00 | 35.00 | 5,250.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,154 | CUYD | 25.00 | 53,850.00 | 26.00 | 56,004.00 | 20.00 | 43,080.00 | 80.00 | 172,320.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 20.0 | CUYD | 1,000.00 | 20,000.00 | 60.00 | 1,200.00 | 35.00 | 700.00 | 120.00 | 2,400.00 |
| 502-01 | superpave asphaltic concrete | 22,656.5 | TON | 80.00 | 1,812,520.00 | 75.00 | 1,699,237.50 | 100.00 | 2,265,650.00 | 95.00 | 2,152,367.50 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
5,747.0 | TON | 1.00 | 5,747.00 | 1.00 | 5,747.00 | 75.00 | 431,025.00 | 125.00 | 718,375.00 |
| 509-01 | cold planing asphaltic pavement | 74,859 | SQYD | 2.00 | 149,718.00 | 1.75 | 131,003.25 | 4.50 | 336,865.50 | 2.50 | 187,147.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,119 | CUYD | 10.00 | - 31,190.00 | 0.10 | - 311.90 | 0.00 | 0.00 | 0.00 | 0.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 500 | SQYD | 90.00 | 45,000.00 | 78.00 | 39,000.00 | 135.00 | 67,500.00 | 100.00 | 50,000.00 |
| 510-02 | pavement widening | 306.0 | SQYD | 130.00 | 39,780.00 | 50.00 | 15,300.00 | 135.00 | 41,310.00 | 100.00 | 30,600.00 |
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
50 | LNFT | 400.00 | 20,000.00 | 130.00 | 6,500.00 | 325.00 | 16,250.00 | 250.00 | 12,500.00 |
| 701-02-F/F | cross drain pipe arch (36" equiv. rcpa or 36" equiv. cmpa) |
102 | LNFT | 400.00 | 40,800.00 | 165.00 | 16,830.00 | 350.00 | 35,700.00 | 275.00 | 28,050.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 80,000.00 | 80,000.00 | 13,000.00 | 13,000.00 | 125,000.00 | 125,000.00 | 50,000.00 | 50,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 36 | LNFT | 1.00 | 36.00 | 0.65 | 23.40 | 0.20 | 7.20 | 1.00 | 36.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
23.540 | MILE | 160.00 | 3,766.40 | 150.00 | 3,531.00 | 650.00 | 15,301.00 | 300.00 | 7,062.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
27.100 | MILE | 1.00 | 27.10 | 210.00 | 5,691.00 | 100.00 | 2,710.00 | 200.00 | 5,420.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 95.810 | MILE | 1.00 | 95.81 | 210.00 | 20,120.10 | 100.00 | 9,581.00 | 200.00 | 19,162.00 |
| 717-01 | seeding | 323 | LB | 8.00 | 2,584.00 | 8.50 | 2,745.50 | 12.00 | 3,876.00 | 12.00 | 3,876.00 |
| 718-01 | fertilizer | 10,751 | LB | 0.40 | 4,300.40 | 0.42 | 4,515.42 | 0.50 | 5,375.50 | 0.50 | 5,375.50 |
| 726-01 | bedding material | 27.2 | CUYD | 100.00 | 2,720.00 | 85.00 | 2,312.00 | 1.00 | 27.20 | 100.00 | 2,720.00 |
| 727-01 | mobilization | lump | LUMP | 230,500.00 | 230,500.00 | 257,500.00 | 257,500.00 | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 |
| 729-16-C | object marker assembly (type 3) | 76 | EACH | 76.00 | 5,776.00 | 85.00 | 6,460.00 | 85.00 | 6,460.00 | 75.00 | 5,700.00 |
| 731-02 | reflectorized raised pavement markers | 1,870 | EACH | 5.10 | 9,537.00 | 5.50 | 10,285.00 | 6.00 | 11,220.00 | 6.00 | 11,220.00 |
| 732-01-E | plastic pavement striping (24" width) | 12 | LNFT | 5.00 | 60.00 | 4.00 | 48.00 | 5.00 | 60.00 | 5.00 | 60.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 39.820 | MILE | 2,700.00 | 107,514.00 | 2,750.00 | 109,505.00 | 2,900.00 | 115,478.00 | 3,000.00 | 119,460.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 11.400 | MILE | 750.00 | 8,550.00 | 750.00 | 8,550.00 | 850.00 | 9,690.00 | 1,000.00 | 11,400.00 |
| 735-01 | mailboxes | 109 | EACH | 1.10 | 119.90 | 5.00 | 545.00 | 5.00 | 545.00 | 7.00 | 763.00 |
| 735-02 | mailbox supports (single) | 109 | EACH | 110.00 | 11,990.00 | 95.00 | 10,355.00 | 135.00 | 14,715.00 | 150.00 | 16,350.00 |
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| S-001 | surface preparation | lump | LUMP | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 |
| CONTRACTOR TOTAL | 3,222,953.41 | 3,252,846.27 | 4,579,275.65 | 4,728,482.00 | |||||||