| |||
| Lead Project: 022-03-0049 | |||
| Parish: WINN | |||
| Routes: US 84 | |||
| Description: US 84 ROADWAY FLOOD PROJECT | |||
| Type Const:
grading, drainage structures, lime treatment, class ii base course, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $556,053.74 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $779,591.70 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $791,136.75 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $806,352.72 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - DIAMOND B CONSTRUCTION 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 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 32,000.00 | 32,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 3,896.9 | SQYD | 5.00 | 19,484.50 | 8.50 | 33,123.65 | 7.00 | 27,278.30 | ||
| 203-05 | excavation and embankment | lump | LUMP | 165,000.00 | 165,000.00 | 115,000.00 | 115,000.00 | 100,000.00 | 100,000.00 | ||
| 204-02 | temporary hay or straw bales | 26 | EACH | 40.00 | 1,040.00 | 60.00 | 1,560.00 | 56.00 | 1,456.00 | ||
| 204-06 | temporary silt fencing | 2,920 | LNFT | 2.50 | 7,300.00 | 6.00 | 17,520.00 | 3.55 | 10,366.00 | ||
| 302-02-D | class ii base course (8 1/2" thick) | 4,221.6 | SQYD | 25.00 | 105,540.00 | 25.00 | 105,540.00 | 26.00 | 109,761.60 | ||
| 304-01 | lime | 11.97 | TON | 250.00 | 2,992.50 | 145.00 | 1,735.65 | 235.00 | 2,812.95 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 844 | SQYD | 7.00 | 5,908.00 | 10.00 | 8,440.00 | 15.00 | 12,660.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
487 | CUYD | 25.00 | 12,175.00 | 50.00 | 24,350.00 | 100.00 | 48,700.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,300.0 | CUYD | 45.00 | 58,500.00 | 40.00 | 52,000.00 | 50.00 | 65,000.00 | ||
| 502-01 | superpave asphaltic concrete | 1,286.0 | TON | 120.00 | 154,320.00 | 110.00 | 141,460.00 | 120.00 | 154,320.00 | ||
| 712-02 | sacked concrete revetment | 10 | SQYD | 130.00 | 1,300.00 | 400.00 | 4,000.00 | 625.00 | 6,250.00 | ||
| 712-04 | flexible revetment | 36 | SQYD | 100.00 | 3,600.00 | 100.00 | 3,600.00 | 240.00 | 8,640.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,500.00 | 7,500.00 | 45,000.00 | 45,000.00 | 21,000.00 | 21,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.277 | MILE | 100.00 | 27.70 | 300.00 | 83.10 | 300.00 | 83.10 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 0.554 | MILE | 1,000.00 | 554.00 | 1.00 | 0.55 | 1,100.00 | 609.40 | ||
| 716-01-A | mulch (vegetative) | 3.7 | TON | 450.00 | 1,665.00 | 400.00 | 1,480.00 | 400.00 | 1,480.00 | ||
| 717-01 | seeding | 222 | LB | 10.00 | 2,220.00 | 8.00 | 1,776.00 | 10.00 | 2,220.00 | ||
| 718-01 | fertilizer | 3,700 | LB | 0.50 | 1,850.00 | 0.40 | 1,480.00 | 0.50 | 1,850.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 700 | SQYD | 1.50 | 1,050.00 | 1.50 | 1,050.00 | 1.50 | 1,050.00 | ||
| 725-03 | low profile runaround | 1 | EACH | 42,000.00 | 42,000.00 | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 | ||
| 726-01 | bedding material | 94.2 | CUYD | 200.00 | 18,840.00 | 95.00 | 8,949.00 | 115.00 | 10,833.00 | ||
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 100.00 | 200.00 | 78.00 | 156.00 | 125.00 | 250.00 | ||
| 731-02 | reflectorized raised pavement markers | 37 | EACH | 12.00 | 444.00 | 26.00 | 962.00 | 27.54 | 1,018.98 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.554 | MILE | 5,500.00 | 3,047.00 | 7,500.00 | 4,155.00 | 13,770.20 | 7,628.69 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.277 | MILE | 2,000.00 | 554.00 | 5,400.00 | 1,495.80 | 1,377.00 | 381.43 | ||
| 740-01 | construction layout | lump | LUMP | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 | 11,704.67 | 11,704.67 | ||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 100.0 | LNFT | 700.00 | 70,000.00 | 480.00 | 48,000.00 | 550.81 | 55,081.00 | ||
| S-001 | full depth sawcut in asphaltic concrete roadway | 48 | LNFT | 10.00 | 480.00 | 15.00 | 720.00 | 39.95 | 1,917.60 | ||
| CONTRACTOR TOTAL | 779,591.70 | 791,136.75 | 806,352.72 | ||||||||