| |||
| Lead Project: 713-05-0106 | |||
| Parish: AVOYELLES | |||
| Routes: | |||
| Description: ROY/GASPARD BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course,superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $545,816.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $418,540.00 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $447,352.50 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $511,627.50 |
| 4 | 09476 | KEY CONSTRUCTORS, INC. | $657,975.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - KEY CONSTRUCTORS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 50,000.00 | 50,000.00 |
| 202-02-A-01 | removal of bridge (sta. 3+008.19, 5.96m x 16.38m 4-span, treated timber) |
1 | ea | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 202-02-D | removal of concrete walks & drives | 1 | sq m | 500.00 | 500.00 | 500.00 | 500.00 | 450.00 | 450.00 | 1,200.00 | 1,200.00 |
| 203-05 | excavation and embankment | lump | lump | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 |
| 204-02 | temporary hay or straw bales | 15 | ea | 10.00 | 150.00 | 10.00 | 150.00 | 12.00 | 180.00 | 15.00 | 225.00 |
| 204-06 | temporary silt fencing | 201 | ln m | 5.00 | 1,005.00 | 10.00 | 2,010.00 | 5.00 | 1,005.00 | 15.00 | 3,015.00 |
| 302-01 | class ii base course | 130.3 | cu m | 130.00 | 16,939.00 | 125.00 | 16,287.50 | 150.00 | 19,545.00 | 125.00 | 16,287.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3 | cu m | 130.00 | 390.00 | 125.00 | 375.00 | 150.00 | 450.00 | 250.00 | 750.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 25.0 | cu m | 50.00 | 1,250.00 | 125.00 | 3,125.00 | 100.00 | 2,500.00 | 115.00 | 2,875.00 |
| 502-01 | superpave asphaltic concrete | 102.7 | Mg | 250.00 | 25,675.00 | 250.00 | 25,675.00 | 260.00 | 26,702.00 | 325.00 | 33,377.50 |
| 701-05-G-01 | side drain pipe (450 mm) (erosion) | 32.0 | ln m | 158.00 | 5,056.00 | 120.00 | 3,840.00 | 135.00 | 4,320.00 | 195.00 | 6,240.00 |
| 701-05-K-01 | side drain pipe (750 mm) (erosion) | 41.0 | ln m | 360.00 | 14,760.00 | 275.00 | 11,275.00 | 270.00 | 11,070.00 | 345.00 | 14,145.00 |
| 702-03-A | catch basins (cb-01) | 3 | ea | 5,500.00 | 16,500.00 | 4,000.00 | 12,000.00 | 3,500.00 | 10,500.00 | 3,500.00 | 10,500.00 |
| 705-01 | barbed wire fence | 48 | ln m | 20.00 | 960.00 | 40.00 | 1,920.00 | 11.00 | 528.00 | 25.00 | 1,200.00 |
| 705-06-A | chain link fence (1200 mm height) | 44 | ln m | 40.00 | 1,760.00 | 100.00 | 4,400.00 | 15.00 | 660.00 | 55.00 | 2,420.00 |
| 706-01-A | concrete walk (100 mm thick) | 4.0 | sq m | 150.00 | 600.00 | 100.00 | 400.00 | 125.00 | 500.00 | 500.00 | 2,000.00 |
| 712-01-A | concrete cast-in-place revetment (100 mm thick) | 191.0 | sq m | 150.00 | 28,650.00 | 85.00 | 16,235.00 | 115.00 | 21,965.00 | 90.00 | 17,190.00 |
| 712-04 | flexible revetment | 109 | sq m | 100.00 | 10,900.00 | 100.00 | 10,900.00 | 85.00 | 9,265.00 | 95.00 | 10,355.00 |
| 713-01 | temporary signs & barricades | lump | lump | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 | 13,500.00 | 13,500.00 | 15,000.00 | 15,000.00 |
| 716-01-A | mulch (vegetative) | 320.0 | kg | 2.00 | 640.00 | 5.00 | 1,600.00 | 0.60 | 192.00 | 6.00 | 1,920.00 |
| 717-01 | seeding | 4 | kg | 60.00 | 240.00 | 120.00 | 480.00 | 9.00 | 36.00 | 125.00 | 500.00 |
| 718-01 | fertilizer | 90 | kg | 2.25 | 202.50 | 6.00 | 540.00 | 0.30 | 27.00 | 2.50 | 225.00 |
| 726-01 | bedding material | 3.0 | cu m | 500.00 | 1,500.00 | 150.00 | 450.00 | 200.00 | 600.00 | 300.00 | 900.00 |
| 727-01 | mobilization | lump | lump | 38,000.00 | 38,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | ea | 100.00 | 400.00 | 110.00 | 440.00 | 80.00 | 320.00 | 100.00 | 400.00 |
| 740-01 | construction layout | lump | lump | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 22,000.00 | 22,000.00 | 25,000.00 | 25,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 307.5 | ln m | 195.00 | 59,962.50 | 300.00 | 92,250.00 | 175.00 | 53,812.50 | 300.00 | 92,250.00 |
| 805-10-A | bridge superstructure & substructure (7.3m clear rdwy.; 75deg crossing; curved; cip) |
4 | span | 28,500.00 | 114,000.00 | 25,000.00 | 100,000.00 | 40,000.00 | 160,000.00 | 50,000.00 | 200,000.00 |
| S-101 | vibration monitoring | lump | lump | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 |
| S-102 | concrete approach slab (7.3m clear rdwy; 75deg crossing; curved; cip; tapered barrier rails) |
2 | each | 11,500.00 | 23,000.00 | 10,000.00 | 20,000.00 | 6,500.00 | 13,000.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 418,540.00 | 447,352.50 | 511,627.50 | 657,975.00 | |||||||