| |||
| DBE GOAL FED | |||
| Lead Project: 713-31-0103 | |||
| Parish: LINCOLN | |||
| Routes: | |||
| Description: FRAZIER ROAD BRIDGE OVER CURLY CREEK | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete overlay, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $234,228.50 |
| 2 | 24876 | LINCOLN CONCRETE, INC. | $268,435.00 |
| 3 | 14788 | LOUISIANA BRIDGE, INC. | $282,182.60 |
| 4 | 25160 | D'ARBONNE CONSTRUCTION CO., INC. | $289,259.40 |
| 5 | 18546 | C,W & W CONTRACTORS, INC. | $292,388.50 |
| 6 | 09090 | GUINN BROTHERS, LLC. | $296,639.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - LINCOLN CONCRETE, INC. |
- 3 - LOUISIANA BRIDGE, INC. |
- 4 - D'ARBONNE 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 | 2,500.00 | 2,500.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 18,500.00 | 18,500.00 |
| 202-02-A-01 | removal of bridge (sta. 105+00, 23 ft x 57.2 ft timber bridge with metal railings and timber piles) |
1 | EACH | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-D | removal of concrete walks & drives | 87 | SQYD | 5.00 | 435.00 | 5.00 | 435.00 | 15.00 | 1,305.00 | 11.00 | 957.00 |
| 203-06 | excavation & embankment | lump | LUMP | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | 26,146.00 | 26,146.00 |
| 204-02 | temporary hay or straw bales | 9 | EACH | FREE | FREE | 10.00 | 90.00 | 11.50 | 103.50 | 100.00 | 900.00 |
| 204-03 | temporary slope drains | 100 | LNFT | FREE | FREE | 10.00 | 1,000.00 | 28.50 | 2,850.00 | 20.00 | 2,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | FREE | FREE | 80.00 | 320.00 | 74.00 | 296.00 | 65.00 | 260.00 |
| 204-06 | temporary silt fencing | 1,010 | LNFT | FREE | FREE | 1.00 | 1,010.00 | 1.50 | 1,515.00 | 1.50 | 1,515.00 |
| 302-01 | class ii base course | 338.5 | CUYD | 60.00 | 20,310.00 | 58.00 | 19,633.00 | 85.00 | 28,772.50 | 83.72 | 28,339.22 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
34 | CUYD | 60.00 | 2,040.00 | 40.00 | 1,360.00 | 100.00 | 3,400.00 | 64.40 | 2,189.60 |
| 502-01 | superpave asphaltic concrete | 277.6 | TON | 110.00 | 30,536.00 | 120.00 | 33,312.00 | 162.50 | 45,110.00 | 97.50 | 27,066.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 30 | LNFT | 36.00 | 1,080.00 | 60.00 | 1,800.00 | 88.00 | 2,640.00 | 76.00 | 2,280.00 |
| 704-03 | blocked out guard rail | 37.5 | LNFT | 20.00 | 750.00 | 25.00 | 937.50 | 19.50 | 731.25 | 33.66 | 1,262.25 |
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 45.00 | 3,375.00 | 65.00 | 4,875.00 | 57.00 | 4,275.00 | 44.47 | 3,335.25 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 | 2,156.50 | 8,626.00 | 2,145.00 | 8,580.00 |
| 706-02-C | concrete drive (6" thick) | 90.3 | SQYD | 35.00 | 3,160.50 | 35.00 | 3,160.50 | 44.50 | 4,018.35 | 30.00 | 2,709.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 364 | SQYD | 44.00 | 16,016.00 | 50.00 | 18,200.00 | 56.75 | 20,657.00 | 39.00 | 14,196.00 |
| 711-04 | geotextile fabric | 364 | SQYD | 2.00 | 728.00 | 1.50 | 546.00 | 3.00 | 1,092.00 | 3.22 | 1,172.08 |
| 713-01 | temporary signs & barricades | lump | LUMP | 3,250.00 | 3,250.00 | 16,000.00 | 16,000.00 | 5,000.00 | 5,000.00 | 9,445.00 | 9,445.00 |
| 727-01 | mobilization | lump | LUMP | 15,000.00 | 15,000.00 | 24,000.00 | 24,000.00 | 26,000.00 | 26,000.00 | 10,000.00 | 10,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 65.00 | 260.00 | 95.00 | 380.00 | 79.50 | 318.00 | 110.00 | 440.00 |
| 740-01 | construction layout | lump | LUMP | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 |
| 804-01-B | precast concrete piles (14") | 528 | LNFT | 46.00 | 24,288.00 | 42.00 | 22,176.00 | 42.75 | 22,572.00 | 85.00 | 44,880.00 |
| 804-12 | loading permanent piles | 1 | EACH | FREE | FREE | FREE | FREE | 1.00 | 1.00 | 1.00 | 1.00 |
| 805-10-A | bridge superstructure & substructure (90 degree crossing, 28' roadway, c.i.p.) |
3 | SPAN | 22,000.00 | 66,000.00 | 23,000.00 | 69,000.00 | 19,500.00 | 58,500.00 | 18,000.00 | 54,000.00 |
| S-001 | vibration monitoring | lump | LUMP | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| S-101 | concrete approach slabs (90 degree crossing, 28' roadway) (w/out asphalt) |
2 | EACH | 7,000.00 | 14,000.00 | 4,700.00 | 9,400.00 | 7,950.00 | 15,900.00 | 5,543.00 | 11,086.00 |
| CONTRACTOR TOTAL | 234,228.50 | 268,435.00 | 282,182.60 | 289,259.40 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - C,W & W CONTRACTORS, INC. |
- 6 - GUINN BROTHERS, 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 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 105+00, 23 ft x 57.2 ft timber bridge with metal railings and timber piles) |
1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 87 | SQYD | 10.00 | 870.00 | 20.00 | 1,740.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||||
| 204-02 | temporary hay or straw bales | 9 | EACH | 20.00 | 180.00 | 1.00 | 9.00 | ||||
| 204-03 | temporary slope drains | 100 | LNFT | 1.00 | 100.00 | 1.00 | 100.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 150.00 | 600.00 | 1.00 | 4.00 | ||||
| 204-06 | temporary silt fencing | 1,010 | LNFT | 0.90 | 909.00 | 1.50 | 1,515.00 | ||||
| 302-01 | class ii base course | 338.5 | CUYD | 60.00 | 20,310.00 | 85.00 | 28,772.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
34 | CUYD | 60.00 | 2,040.00 | 100.00 | 3,400.00 | ||||
| 502-01 | superpave asphaltic concrete | 277.6 | TON | 150.00 | 41,640.00 | 140.00 | 38,864.00 | ||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 30 | LNFT | 50.00 | 1,500.00 | 75.00 | 2,250.00 | ||||
| 704-03 | blocked out guard rail | 37.5 | LNFT | 30.00 | 1,125.00 | 25.00 | 937.50 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 50.00 | 3,750.00 | 65.00 | 4,875.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,800.00 | 7,200.00 | 2,400.00 | 9,600.00 | ||||
| 706-02-C | concrete drive (6" thick) | 90.3 | SQYD | 75.00 | 6,772.50 | 50.00 | 4,515.00 | ||||
| 711-01-C | riprap (30 lb, 14" thick) | 364 | SQYD | 50.00 | 18,200.00 | 50.00 | 18,200.00 | ||||
| 711-04 | geotextile fabric | 364 | SQYD | 3.00 | 1,092.00 | 5.00 | 1,820.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | ||||
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | 90.00 | 360.00 | ||||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 528 | LNFT | 60.00 | 31,680.00 | 42.00 | 22,176.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | ||||
| 805-10-A | bridge superstructure & substructure (90 degree crossing, 28' roadway, c.i.p.) |
3 | SPAN | 25,000.00 | 75,000.00 | 20,000.00 | 60,000.00 | ||||
| S-001 | vibration monitoring | lump | LUMP | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | ||||
| S-101 | concrete approach slabs (90 degree crossing, 28' roadway) (w/out asphalt) |
2 | EACH | 6,000.00 | 12,000.00 | 6,500.00 | 13,000.00 | ||||
| CONTRACTOR TOTAL | 292,388.50 | 296,639.00 | |||||||||