| |||
| Lead Project: 840-01-0010 | |||
| Parish: RAPIDES | |||
| Routes: LA 1206 | |||
| Description: SOUTH JUNCTION LA 115 - NORTH JUNCTION LA 115 | |||
| Type Const:
drainage structures, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,122,557.57 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,198,693.17 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $1,322,131.59 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - D & J CONSTRUCTION CO., INC. |
|
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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 | 1,550.00 | 1,550.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4,750 | CUYD | 42.06 | 199,785.00 | 32.00 | 152,000.00 | 30.00 | 142,500.00 | ||
| 502-01 | superpave asphaltic concrete | 13,766.4 | TON | 42.66 | 587,274.62 | 47.00 | 647,020.80 | 50.00 | 688,320.00 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,251.5 | TON | 68.67 | 85,940.50 | 75.00 | 93,862.50 | 95.00 | 118,892.50 | ||
| 509-01 | cold planing asphaltic pavement | 1,865 | SQYD | 5.33 | 9,940.45 | 5.00 | 9,325.00 | 12.50 | 23,312.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 84 | CUYD | 0.10 | - 8.40 | 1.00 | - 84.00 | 0.01 | - 0.84 | ||
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
48 | LNFT | 155.00 | 7,440.00 | 100.00 | 4,800.00 | 100.00 | 4,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,000.00 | 7,000.00 | 7,500.00 | 7,500.00 | 40,000.00 | 40,000.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 60 | LNFT | 0.62 | 37.20 | 0.65 | 39.00 | 3.00 | 180.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.761 | MILE | 592.00 | 6,370.51 | 550.00 | 5,918.55 | 195.00 | 2,098.39 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.842 | MILE | 100.00 | 684.20 | 275.00 | 1,881.55 | 230.00 | 1,573.66 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 31.963 | MILE | 200.00 | 6,392.60 | 525.00 | 16,780.57 | 1.00 | 31.96 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 2,000 | SQYD | 52.25 | 104,500.00 | 80.00 | 160,000.00 | 62.00 | 124,000.00 | ||
| 726-01 | bedding material | 9.3 | CUYD | 77.19 | 717.86 | 60.00 | 558.00 | 50.00 | 465.00 | ||
| 727-01 | mobilization | lump | LUMP | 23,700.00 | 23,700.00 | 24,000.00 | 24,000.00 | 90,000.00 | 90,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 103.00 | 206.00 | 50.00 | 100.00 | 75.00 | 150.00 | ||
| 731-02 | reflectorized raised pavement markers | 985 | EACH | 4.63 | 4,560.55 | 5.00 | 4,925.00 | 7.00 | 6,895.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 60 | LNFT | 2.47 | 148.20 | 2.50 | 150.00 | 14.00 | 840.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 23.128 | MILE | 1,853.00 | 42,856.18 | 1,900.00 | 43,943.20 | 2,015.00 | 46,602.92 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.630 | MILE | 670.00 | 3,102.10 | 700.00 | 3,241.00 | 950.00 | 4,398.50 | ||
| 735-01 | mailboxes | 132 | EACH | 12.00 | 1,584.00 | 1.00 | 132.00 | 1.00 | 132.00 | ||
| 735-02 | mailbox supports (single) | 128 | EACH | 173.00 | 22,144.00 | 100.00 | 12,800.00 | 105.00 | 13,440.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 341.00 | 682.00 | 150.00 | 300.00 | 150.00 | 300.00 | ||
| 740-01 | construction layout | lump | LUMP | 5,950.00 | 5,950.00 | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | ||
| CONTRACTOR TOTAL | 1,122,557.57 | 1,198,693.17 | 1,322,131.59 | ||||||||