| |||
| DBE GOAL FED | |||
| Lead Project: 713-63-0100 | |||
| Parish: W FELICIANA | |||
| Routes: | |||
| Description: DRAINAGE STRUCTURES ON OLD TUNICA ROAD | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $441,696.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 25088 | RCS CONTRACTORS, INC. | $490,493.50 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $503,293.00 |
| 3 | 07764 | GRADY CRAWFORD CONST. CO., INC. | $621,894.69 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - RCS CONTRACTORS, INC. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - GRADY CRAWFORD CONST. CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||
| 202-02-A-01 | removal of bridge(sta.1+165.10;5.96 m x 21.8 m timber bridge) |
1 | ea | 4,900.00 | 4,900.00 | 20,000.00 | 20,000.00 | 10,500.00 | 10,500.00 | ||
| 202-02-A-02 | removal of bridge(sta.1+161.54;4.94 m x 16.99 m timber bridge) |
1 | ea | 3,165.00 | 3,165.00 | 15,000.00 | 15,000.00 | 10,500.00 | 10,500.00 | ||
| 203-06 | excavation & embankment | lump | lump | 50,214.00 | 50,214.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | ||
| 204-02 | temporary hay or straw bales | 15 | ea | 15.00 | 225.00 | 10.00 | 150.00 | 20.00 | 300.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 200.00 | 1,600.00 | 500.00 | 4,000.00 | 200.00 | 1,600.00 | ||
| 204-06 | temporary silt fencing | 160 | ln m | 10.00 | 1,600.00 | 10.00 | 1,600.00 | 11.00 | 1,760.00 | ||
| 302-01 | class ii base course | 78.9 | cu m | 111.00 | 8,757.90 | 130.00 | 10,257.00 | 140.00 | 11,046.00 | ||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 27.8 | cu m | 58.50 | 1,626.30 | 100.00 | 2,780.00 | 140.00 | 3,892.00 | ||
| 502-01 | superpave asphaltic concrete | 47.5 | Mg | 200.00 | 9,500.00 | 300.00 | 14,250.00 | 275.00 | 13,062.50 | ||
| 705-01 | barbed wire fence | 6 | ln m | 50.00 | 300.00 | 100.00 | 600.00 | 50.00 | 300.00 | ||
| 712-02 | sacked concrete revetment | 127 | sq m | 66.00 | 8,382.00 | 100.00 | 12,700.00 | 85.00 | 10,795.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.2 | hctr | 2,000.00 | 400.00 | 5,000.00 | 1,000.00 | 3,630.00 | 726.00 | ||
| 717-01 | seeding | 7 | kg | 35.00 | 245.00 | 50.00 | 350.00 | 66.55 | 465.85 | ||
| 718-01 | fertilizer | 167 | kg | 1.00 | 167.00 | 5.00 | 835.00 | 4.00 | 668.00 | ||
| 726-01 | bedding material | 285.0 | cu m | 10.00 | 2,850.00 | 75.00 | 21,375.00 | 60.00 | 17,100.00 | ||
| 727-01 | mobilization | lump | lump | 43,000.00 | 43,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 8 | ea | 100.00 | 800.00 | 100.00 | 800.00 | 75.00 | 600.00 | ||
| 740-01 | construction layout | lump | lump | 4,500.00 | 4,500.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 89.80 | cu m | 1,050.00 | 94,290.00 | 1,500.00 | 134,700.00 | 1,350.00 | 121,230.00 | ||
| 805-12-P-01 | reinforced concrete box culverts (2100 mm x 2100 mm) (precast only,astm c1433) |
50.40 | ln m | 1,936.50 | 97,599.60 | 1,200.00 | 60,480.00 | 2,671.51 | 134,644.10 | ||
| 805-12-V-01 | reinforced concrete box culverts (2700 mm x 2700 mm) (precast only, astm c1433) |
40.40 | ln m | 2,644.25 | 106,827.70 | 1,500.00 | 60,600.00 | 3,557.10 | 143,706.84 | ||
| 806-01 | deformed reinforcing steel | 7,272 | kg | 2.00 | 14,544.00 | 3.00 | 21,816.00 | 2.20 | 15,998.40 | ||
| CONTRACTOR TOTAL | 490,493.50 | 503,293.00 | 621,894.69 | ||||||||