| |||
| DBE GOAL FED | |||
| Lead Project: 024-06-0033 | |||
| Parish: VERNON | |||
| Routes: US 171 | |||
| Description: US 171 BRIDGE NEAR LEESVILLE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $436,294.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 25088 | RCS CONTRACTORS, INC. | $334,014.00 |
| 2 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $336,945.60 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $341,814.00 |
| 4 | 12879 | PETERS CONSTRUCTION CO., INC. | $393,476.36 |
| 5 | 44289 | JEFF MERCER LLC | $499,558.35 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - RCS CONTRACTORS, INC. |
- 2 - QUALITY DESIGN & CONSTRUCTION, INC. |
- 3 - C W & W CONTRACTORS, INC. |
- 4 - PETERS CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 7,000.00 | 7,000.00 | 10,200.00 | 10,200.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 202-02-A | removal of bridges (sta. 104+99.20; 39' x 23' timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 10,300.00 | 10,300.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 202-02-H | removal of guard rail | 176 | LNFT | 2.00 | 352.00 | 11.00 | 1,936.00 | 10.00 | 1,760.00 | 11.36 | 1,999.36 |
| 203-06 | excavation & embankment | lump | LUMP | 10,000.00 | 10,000.00 | 6,100.00 | 6,100.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| 204-02 | temporary hay or straw bales | 20 | EACH | 10.00 | 200.00 | 14.00 | 280.00 | 5.00 | 100.00 | 10.00 | 200.00 |
| 204-06 | temporary silt fencing | 200 | LNFT | 5.00 | 1,000.00 | 2.00 | 400.00 | 1.00 | 200.00 | 3.00 | 600.00 |
| 302-01 | class ii base course (stone) | 52.6 | CUYD | 130.00 | 6,838.00 | 98.00 | 5,154.80 | 100.00 | 5,260.00 | 80.00 | 4,208.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
13 | CUYD | 75.00 | 975.00 | 92.00 | 1,196.00 | 130.00 | 1,690.00 | 60.00 | 780.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 100.00 | 5,000.00 | 77.00 | 3,850.00 | 100.00 | 5,000.00 | 80.00 | 4,000.00 |
| 502-01 | superpave asphaltic concrete | 60.1 | TON | 260.00 | 15,626.00 | 194.00 | 11,659.40 | 250.00 | 15,025.00 | 325.00 | 19,532.50 |
| 711-01-D | riprap (55 lb, 18" thick) | 392 | SQYD | 75.00 | 29,400.00 | 40.00 | 15,680.00 | 85.00 | 33,320.00 | 70.00 | 27,440.00 |
| 711-04 | geotextile fabric | 442 | SQYD | 2.00 | 884.00 | 2.20 | 972.40 | 4.00 | 1,768.00 | 3.00 | 1,326.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 7,000.00 | 7,000.00 | 17,110.00 | 17,110.00 | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 |
| 716-01-A | mulch (vegetative) | 0.16 | ACRE | 500.00 | 80.00 | 3,000.00 | 480.00 | 8,900.00 | 1,424.00 | 37,500.00 | 6,000.00 |
| 717-01 | seeding | 5 | LB | 20.00 | 100.00 | 6.00 | 30.00 | 75.00 | 375.00 | 30.00 | 150.00 |
| 718-01 | fertilizer | 161 | LB | 1.00 | 161.00 | 0.50 | 80.50 | 5.00 | 805.00 | 2.00 | 322.00 |
| 725-04 | low profile runaround | 1 | EACH | 25,000.00 | 25,000.00 | 38,180.00 | 38,180.00 | 35,000.00 | 35,000.00 | 75,000.00 | 75,000.00 |
| 726-01 | bedding material | 73.1 | CUYD | 85.00 | 6,213.50 | 136.00 | 9,941.60 | 100.00 | 7,310.00 | 55.00 | 4,020.50 |
| 727-01 | mobilization | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 |
| 740-01 | construction layout | lump | LUMP | 4,000.00 | 4,000.00 | 7,100.00 | 7,100.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 744-01 | traffic control management | lump | LUMP | 3,000.00 | 3,000.00 | 9,240.00 | 9,240.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 41.73 | CUYD | 1,350.00 | 56,335.50 | 1,100.00 | 45,903.00 | 1,000.00 | 41,730.00 | 1,300.00 | 54,249.00 |
| 805-12-S-01 | reinforced concrete box culverts (8' x 8') (precast only, astm c1433) |
88.0 | LNFT | 1,500.00 | 132,000.00 | 1,390.00 | 122,320.00 | 1,250.00 | 110,000.00 | 1,100.00 | 96,800.00 |
| 806-01 | deformed reinforcing steel | 2,849 | LB | 1.00 | 2,849.00 | 3.10 | 8,831.90 | 3.00 | 8,547.00 | 1.00 | 2,849.00 |
| CONTRACTOR TOTAL | 334,014.00 | 336,945.60 | 341,814.00 | 393,476.36 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JEFF MERCER LLC |
|
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| 202-02-A | removal of bridges (sta. 104+99.20; 39' x 23' timber bridge) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-H | removal of guard rail | 176 | LNFT | 1.00 | 176.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 20 | EACH | 5.00 | 100.00 | ||||||
| 204-06 | temporary silt fencing | 200 | LNFT | 1.00 | 200.00 | ||||||
| 302-01 | class ii base course (stone) | 52.6 | CUYD | 75.00 | 3,945.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
13 | CUYD | 100.00 | 1,300.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 70.00 | 3,500.00 | ||||||
| 502-01 | superpave asphaltic concrete | 60.1 | TON | 70.00 | 4,207.00 | ||||||
| 711-01-D | riprap (55 lb, 18" thick) | 392 | SQYD | 75.00 | 29,400.00 | ||||||
| 711-04 | geotextile fabric | 442 | SQYD | 1.00 | 442.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.16 | ACRE | 800.00 | 128.00 | ||||||
| 717-01 | seeding | 5 | LB | 5.00 | 25.00 | ||||||
| 718-01 | fertilizer | 161 | LB | 0.35 | 56.35 | ||||||
| 725-04 | low profile runaround | 1 | EACH | 1.00 | 1.00 | ||||||
| 726-01 | bedding material | 73.1 | CUYD | 90.00 | 6,579.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 41.73 | CUYD | 1,300.00 | 54,249.00 | ||||||
| 805-12-S-01 | reinforced concrete box culverts (8' x 8') (precast only, astm c1433) |
88.0 | LNFT | 2,300.00 | 202,400.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,849 | LB | 1.00 | 2,849.00 | ||||||
| CONTRACTOR TOTAL | 499,558.35 | ||||||||||