| |||
| DBE GOAL FED | |||
| Lead Project: 713-42-0139 | |||
| Parish: RICHLAND | |||
| Routes: | |||
| Description: FERGUSON AND COLLEGE ROAD BRIDGES | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $377,345.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 47635 | M & M MAINTENANCE OF LASALLE, LLC | $343,477.75 |
| 2 | 39580 | GERACE CONSTRUCTION LLC | $371,084.50 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $413,279.00 |
| 4 | 27492 | GLYNN W. LEONARD, INC. | $446,026.25 |
| 5 | 44289 | JEFF MERCER LLC | $448,425.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - M & M MAINTENANCE OF LASALLE, LLC |
- 2 - GERACE CONSTRUCTION LLC |
- 3 - C W & W CONTRACTORS, INC. |
- 4 - GLYNN W. LEONARD, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 7,755.00 | 7,755.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridge(sta. 15+00.40, 20.05' wide x 34.03' long; timber bridge) |
1 | EACH | 7,275.00 | 7,275.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 202-02-A-02 | removal of bridge(sta. 14+99.82, 17.91' wide x 20.42' long; timber bridge) |
1 | EACH | 7,275.00 | 7,275.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 16,020.00 | 16,020.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 204-02 | temporary hay or straw bales | 24 | EACH | 20.00 | 480.00 | 10.00 | 240.00 | 10.00 | 240.00 | 10.00 | 240.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 250.00 | 2,000.00 | 100.00 | 800.00 | 100.00 | 800.00 | 500.00 | 4,000.00 |
| 204-06 | temporary silt fencing | 550 | LNFT | 2.00 | 1,100.00 | 2.00 | 1,100.00 | 3.00 | 1,650.00 | 6.00 | 3,300.00 |
| 302-01-A | class ii base course (stone) | 131.4 | CUYD | 110.00 | 14,454.00 | 125.00 | 16,425.00 | 100.00 | 13,140.00 | 125.00 | 16,425.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
18 | CUYD | 110.00 | 1,980.00 | 80.00 | 1,440.00 | 100.00 | 1,800.00 | 125.00 | 2,250.00 |
| 502-01 | superpave asphaltic concrete | 101.3 | TON | 285.00 | 28,870.50 | 265.00 | 26,844.50 | 300.00 | 30,390.00 | 175.00 | 17,727.50 |
| 701-05-I | side drain pipe (24") | 40 | LNFT | 115.00 | 4,600.00 | 85.00 | 3,400.00 | 60.00 | 2,400.00 | 85.00 | 3,400.00 |
| 705-01 | barbed wire fence | 75 | LNFT | 3.00 | 225.00 | 15.00 | 1,125.00 | 25.00 | 1,875.00 | 12.00 | 900.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 2,500.00 | 2,500.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 716-01-A | mulch (vegetative) | 0.7 | TON | 640.00 | 448.00 | 1,000.00 | 700.00 | 2,500.00 | 1,750.00 | 2,000.00 | 1,400.00 |
| 717-01 | seeding | 8 | LB | 20.00 | 160.00 | 10.00 | 80.00 | 100.00 | 800.00 | 25.00 | 200.00 |
| 718-01 | fertilizer | 160 | LB | 3.00 | 480.00 | 0.45 | 72.00 | 3.00 | 480.00 | 3.00 | 480.00 |
| 726-01 | bedding material | 200.6 | CUYD | 125.00 | 25,075.00 | 80.00 | 16,048.00 | 100.00 | 20,060.00 | 200.00 | 40,120.00 |
| 727-01 | mobilization | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 |
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 150.00 | 1,200.00 | 85.00 | 680.00 | 100.00 | 800.00 | 100.00 | 800.00 |
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 36.69 | CUYD | 1,225.00 | 44,945.25 | 1,000.00 | 36,690.00 | 1,100.00 | 40,359.00 | 1,250.00 | 45,862.50 |
| 805-12-H | reinforced concrete box culverts (7'x 4') | 120.0 | LNFT | 530.00 | 63,600.00 | 750.00 | 90,000.00 | 800.00 | 96,000.00 | 750.00 | 90,000.00 |
| 805-12-K | reinforced concrete box culverts (7'x 5') | 114.0 | LNFT | 550.00 | 62,700.00 | 825.00 | 94,050.00 | 850.00 | 96,900.00 | 775.00 | 88,350.00 |
| 806-01 | deformed reinforcing steel | 2,945 | LB | 3.00 | 8,835.00 | 2.00 | 5,890.00 | 3.00 | 8,835.00 | 3.25 | 9,571.25 |
| CONTRACTOR TOTAL | 343,477.75 | 371,084.50 | 413,279.00 | 446,026.25 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JEFF MERCER LLC |
|
|
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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 | 15,000.00 | 15,000.00 | ||||||
| 202-02-A-01 | removal of bridge(sta. 15+00.40, 20.05' wide x 34.03' long; timber bridge) |
1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 202-02-A-02 | removal of bridge(sta. 14+99.82, 17.91' wide x 20.42' long; timber bridge) |
1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 24 | EACH | 8.00 | 192.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 250.00 | 2,000.00 | ||||||
| 204-06 | temporary silt fencing | 550 | LNFT | 5.50 | 3,025.00 | ||||||
| 302-01-A | class ii base course (stone) | 131.4 | CUYD | 80.00 | 10,512.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
18 | CUYD | 150.00 | 2,700.00 | ||||||
| 502-01 | superpave asphaltic concrete | 101.3 | TON | 250.00 | 25,325.00 | ||||||
| 701-05-I | side drain pipe (24") | 40 | LNFT | 150.00 | 6,000.00 | ||||||
| 705-01 | barbed wire fence | 75 | LNFT | 10.00 | 750.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.7 | TON | 1,050.00 | 735.00 | ||||||
| 717-01 | seeding | 8 | LB | 8.00 | 64.00 | ||||||
| 718-01 | fertilizer | 160 | LB | 15.00 | 2,400.00 | ||||||
| 726-01 | bedding material | 200.6 | CUYD | 75.00 | 15,045.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 150.00 | 1,200.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 36.69 | CUYD | 1,500.00 | 55,035.00 | ||||||
| 805-12-H | reinforced concrete box culverts (7'x 4') | 120.0 | LNFT | 700.00 | 84,000.00 | ||||||
| 805-12-K | reinforced concrete box culverts (7'x 5') | 114.0 | LNFT | 720.00 | 82,080.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,945 | LB | 2.50 | 7,362.50 | ||||||
| CONTRACTOR TOTAL | 448,425.50 | ||||||||||