| |||
| DBE GOAL FED | |||
| Lead Project: 154-02-0014 | |||
| Parish: UNION | |||
| Routes: LA 15 9 td> | |||
| Description: PARISH ROAD - LA 558 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, pavement patching, superpave asphaltic concrete overlay and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,892,708.48 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $2,078,905.34 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,561,148.03 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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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 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 203-08 | borrow (vehicular measurement) | 2,200 | CUYD | 15.00 | 33,000.00 | 18.00 | 39,600.00 | 20.00 | 44,000.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,846 | CUYD | 36.00 | 66,456.00 | 25.00 | 46,150.00 | 25.00 | 46,150.00 | ||
| 502-01 | superpave asphaltic concrete | 13,816.3 | TON | 63.00 | 870,426.90 | 65.00 | 898,059.50 | 85.00 | 1,174,385.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,025.2 | TON | 85.00 | 87,142.00 | 120.00 | 123,024.00 | 150.00 | 153,780.00 | ||
| 509-01 | cold planing asphaltic pavement | 85,232 | SQYD | 1.10 | 93,755.20 | 1.40 | 119,324.80 | 2.50 | 213,080.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,373 | CUYD | 0.10 | - 237.30 | 0.01 | - 23.73 | 1.00 | - 2,373.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 653.0 | LNFT | 37.00 | 24,161.00 | 34.00 | 22,202.00 | 35.00 | 22,855.00 | ||
| 704-03 | blocked out guard rail | 1,256.3 | LNFT | 20.00 | 25,126.00 | 17.50 | 21,985.25 | 17.50 | 21,985.25 | ||
| 704-11-B | guard rail end treatment (tangent) | 20 | EACH | 3,000.00 | 60,000.00 | 2,100.00 | 42,000.00 | 2,200.00 | 44,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 38,000.00 | 38,000.00 | 115,000.00 | 115,000.00 | 15,000.00 | 15,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
19.455 | MILE | 155.00 | 3,015.52 | 165.00 | 3,210.07 | 550.00 | 10,700.25 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
15.669 | MILE | 245.00 | 3,838.90 | 355.00 | 5,562.49 | 220.00 | 3,447.18 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 57.618 | MILE | 1.00 | 57.61 | 1.00 | 57.61 | 450.00 | 25,928.10 | ||
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 1,714 | EACH | 0.50 | 857.00 | 0.10 | 171.40 | 1.50 | 2,571.00 | ||
| 716-01-A | mulch (vegetative) | 6.29 | ACRE | 850.00 | 5,346.50 | 725.00 | 4,560.25 | 750.00 | 4,717.50 | ||
| 717-01 | seeding | 283 | LB | 5.00 | 1,415.00 | 7.00 | 1,981.00 | 4.50 | 1,273.50 | ||
| 718-01 | fertilizer | 6,290 | LB | 0.50 | 3,145.00 | 0.50 | 3,145.00 | 0.45 | 2,830.50 | ||
| 724-01-C | pavement patching (15" minimum thickness) | 300 | SQYD | 95.00 | 28,500.00 | 120.00 | 36,000.00 | 150.00 | 45,000.00 | ||
| 726-01 | bedding material | 146.8 | CUYD | 91.00 | 13,358.80 | 80.00 | 11,744.00 | 100.00 | 14,680.00 | ||
| 727-01 | mobilization | lump | LUMP | 180,000.00 | 180,000.00 | 175,000.00 | 175,000.00 | 250,000.00 | 250,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 85.00 | 1,700.00 | 75.00 | 1,500.00 | 75.00 | 1,500.00 | ||
| 731-02 | reflectorized raised pavement markers | 857 | EACH | 5.00 | 4,285.00 | 8.00 | 6,856.00 | 4.50 | 3,856.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 19.206 | MILE | 2,300.00 | 44,173.80 | 2,950.00 | 56,657.70 | 2,000.00 | 38,412.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.223 | MILE | 850.00 | 4,439.55 | 1,500.00 | 7,834.50 | 750.00 | 3,917.25 | ||
| 735-01 | mailboxes | 25 | EACH | 20.00 | 500.00 | 10.00 | 250.00 | 10.00 | 250.00 | ||
| 735-02 | mailbox supports (single) | 12 | EACH | 150.00 | 1,800.00 | 135.00 | 1,620.00 | 150.00 | 1,800.00 | ||
| 735-03 | mailbox supports (double) | 5 | EACH | 250.00 | 1,250.00 | 275.00 | 1,375.00 | 200.00 | 1,000.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 350.00 | 350.00 | 375.00 | 375.00 | 300.00 | 300.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 68.07 | CUYD | 1,000.00 | 68,070.00 | 900.00 | 61,263.00 | 1,300.00 | 88,491.00 | ||
| 805-12-M | reinforced concrete box culverts (6'x 6') | 34.0 | LNFT | 950.00 | 32,300.00 | 815.00 | 27,710.00 | 1,000.00 | 34,000.00 | ||
| 805-12-S | reinforced concrete box culverts (8'x 8') | 160.0 | LNFT | 1,000.00 | 160,000.00 | 1,000.00 | 160,000.00 | 1,300.00 | 208,000.00 | ||
| 806-01 | deformed reinforcing steel | 4,938 | LB | 2.00 | 9,876.00 | 2.25 | 11,110.50 | 2.25 | 11,110.50 | ||
| S-001 | cleaning existing ditches | 300 | LNFT | 12.00 | 3,600.00 | 12.00 | 3,600.00 | 15.00 | 4,500.00 | ||
| CONTRACTOR TOTAL | 1,892,708.48 | 2,078,905.34 | 2,561,148.03 | ||||||||