| |||
| DBE GOAL FED | |||
| Lead Project: 713-18-0107 | |||
| Parish: E CARROLL | |||
| Routes: | |||
| Description: GOAT RD. BRIDGE OVER MAIDEN DOE BAYOU FOSTER RD. BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $652,381.15 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 32563 | THE MABRY COMPANY, INC. | $537,786.90 |
| 2 | 47635 | M & M MAINTENANCE OF LASALLE, LLC | $538,217.00 |
| 3 | 23112 | BEN ALLEN, INC. | $543,731.15 |
| 4 | 18546 | C W & W CONTRACTORS, INC. | $647,832.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - THE MABRY COMPANY, INC. |
- 2 - M & M MAINTENANCE OF LASALLE, LLC |
- 3 - BEN ALLEN, INC. |
- 4 - C W & W CONTRACTORS, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-01 | removal of bridges (sta. 15+00.00; 19.59' wide x 30.15' long timber bridge) |
1 | EACH | 3,500.00 | 3,500.00 | 8,000.00 | 8,000.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 202-02-A-02 | removal of bridges (sta. 15+00.00; 19.12' wide x 46.13' long timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 89.8 | SQYD | 3.00 | 269.40 | 60.00 | 5,388.00 | 10.00 | 898.00 | 20.00 | 1,796.00 |
| 203-05 | excavation and embankment | lump | LUMP | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 29,000.00 | 29,000.00 | 30,000.00 | 30,000.00 |
| 204-02 | temporary hay or straw bales | 36 | EACH | 20.00 | 720.00 | 20.00 | 720.00 | 0.00 | 0.00 | 0.10 | 3.60 |
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 200.00 | 1,200.00 | 250.00 | 1,500.00 | 0.00 | 0.00 | 0.10 | 0.60 |
| 204-06 | temporary silt fencing | 303 | LNFT | 2.50 | 757.50 | 2.00 | 606.00 | 0.00 | 0.00 | 0.10 | 30.30 |
| 302-01-A | class ii base course (stone or rpcc) | 61.7 | CUYD | 100.00 | 6,170.00 | 110.00 | 6,787.00 | 120.00 | 7,404.00 | 100.00 | 6,170.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
7 | CUYD | 100.00 | 700.00 | 110.00 | 770.00 | 120.00 | 840.00 | 100.00 | 700.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 52.0 | CUYD | 100.00 | 5,200.00 | 110.00 | 5,720.00 | 120.00 | 6,240.00 | 100.00 | 5,200.00 |
| 502-01 | superpave asphaltic concrete | 48.7 | TON | 350.00 | 17,045.00 | 225.00 | 10,957.50 | 278.00 | 13,538.60 | 300.00 | 14,610.00 |
| 701-05-G | side drain pipe (18") | 60 | LNFT | 90.00 | 5,400.00 | 85.00 | 5,100.00 | 50.00 | 3,000.00 | 50.00 | 3,000.00 |
| 701-05-K | side drain pipe (30") | 56 | LNFT | 150.00 | 8,400.00 | 110.00 | 6,160.00 | 75.00 | 4,200.00 | 100.00 | 5,600.00 |
| 711-01-C | riprap (30 lb.) | 60 | SQYD | 100.00 | 6,000.00 | 100.00 | 6,000.00 | 100.00 | 6,000.00 | 100.00 | 6,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 | 13,000.00 | 13,000.00 |
| 716-01-A | mulch (vegetative) | 0.5 | TON | 3,000.00 | 1,500.00 | 500.00 | 250.00 | 1,000.00 | 500.00 | 3,000.00 | 1,500.00 |
| 717-01 | seeding | 12 | LB | 25.00 | 300.00 | 20.00 | 240.00 | 50.00 | 600.00 | 50.00 | 600.00 |
| 718-01 | fertilizer | 250 | LB | 2.00 | 500.00 | 3.00 | 750.00 | 3.00 | 750.00 | 3.00 | 750.00 |
| 726-01 | bedding material | 283.2 | CUYD | 125.00 | 35,400.00 | 80.00 | 22,656.00 | 110.00 | 31,152.00 | 100.00 | 28,320.00 |
| 727-01 | mobilization | lump | LUMP | 90,000.00 | 90,000.00 | 35,000.00 | 35,000.00 | 47,000.00 | 47,000.00 | 100,000.00 | 100,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 100.00 | 800.00 | 125.00 | 1,000.00 | 90.00 | 720.00 | 100.00 | 800.00 |
| 740-01 | construction layout | lump | LUMP | 3,500.00 | 3,500.00 | 30,000.00 | 30,000.00 | 5,000.00 | 5,000.00 | 13,000.00 | 13,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 97.47 | CUYD | 1,200.00 | 116,964.00 | 1,025.00 | 99,906.75 | 1,280.00 | 124,761.60 | 1,400.00 | 136,458.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 152.0 | LNFT | 525.00 | 79,800.00 | 575.00 | 87,400.00 | 675.00 | 102,600.00 | 700.00 | 106,400.00 |
| 805-12-S | reinforced concrete box culverts (8'x 8') | 152.0 | LNFT | 710.00 | 107,920.00 | 750.00 | 114,000.00 | 810.00 | 123,120.00 | 950.00 | 144,400.00 |
| 806-01 | deformed reinforcing steel | 7,247 | LB | 3.00 | 21,741.00 | 2.25 | 16,305.75 | 1.85 | 13,406.95 | 2.00 | 14,494.00 |
| CONTRACTOR TOTAL | 537,786.90 | 538,217.00 | 543,731.15 | 647,832.50 | |||||||