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| DBE GOAL FED | |||
| Lead Project: 713-20-0116 | |||
| Parish: EVANGELINE | |||
| Routes: | |||
| Description: RED FOX LANE BRIDGE & 1ST STREET BRIDGE IN CHATAIGNIER | |||
| Type Const:
grading, drainage structures, class ii base course, superpav e asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $528,362.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49239 | W L BASS CONSTRUCTION INC. | $494,209.00 |
| 2 | 39580 | GERACE CONSTRUCTION LLC | $549,414.40 |
| 3 | 00060 | F. MILLER CONSTRUCTION LLC | $651,989.00 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $753,760.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W L BASS CONSTRUCTION INC. |
- 2 - GERACE CONSTRUCTION LLC |
- 3 - F. MILLER CONSTRUCTION LLC |
- 4 - GUINN BROTHERS, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 18,000.00 | 18,000.00 | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 2,700.00 | 2,700.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge(sta. 10+000.000;18' x 28.7'timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 202-02-A-02 | removal of bridge(sta. 10+000.000; 20.2' x 29.5' timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 8,500.00 | 8,500.00 | 15,000.00 | 15,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 464.3 | SQYD | 10.00 | 4,643.00 | 8.00 | 3,714.40 | 25.00 | 11,607.50 | 10.00 | 4,643.00 |
| 203-05 | excavation and embankment | lump | LUMP | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 204-02 | temporary hay or straw bales | 20 | EACH | 10.00 | 200.00 | 10.00 | 200.00 | 20.00 | 400.00 | 100.00 | 2,000.00 |
| 204-03 | temporary slope drains | 200 | LNFT | 1.00 | 200.00 | 8.00 | 1,600.00 | 55.00 | 11,000.00 | 10.00 | 2,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 200.00 | 3,200.00 | 85.00 | 1,360.00 | 200.00 | 3,200.00 | 250.00 | 4,000.00 |
| 204-06 | temporary silt fencing | 900 | LNFT | 1.00 | 900.00 | 1.50 | 1,350.00 | 2.75 | 2,475.00 | 6.00 | 5,400.00 |
| 302-01 | class ii base course | 178.2 | CUYD | 125.00 | 22,275.00 | 125.00 | 22,275.00 | 170.00 | 30,294.00 | 115.00 | 20,493.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
11 | CUYD | 125.00 | 1,375.00 | 100.00 | 1,100.00 | 440.00 | 4,840.00 | 115.00 | 1,265.00 |
| 502-01 | superpave asphaltic concrete | 138.8 | TON | 300.00 | 41,640.00 | 350.00 | 48,580.00 | 235.00 | 32,618.00 | 375.00 | 52,050.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
9.3 | TON | 300.00 | 2,790.00 | 450.00 | 4,185.00 | 340.00 | 3,162.00 | 500.00 | 4,650.00 |
| 701-05-G | side drain pipe (18") | 158 | LNFT | 45.00 | 7,110.00 | 75.00 | 11,850.00 | 70.00 | 11,060.00 | 60.00 | 9,480.00 |
| 701-05-I | side drain pipe (24") | 38 | LNFT | 91.00 | 3,458.00 | 85.00 | 3,230.00 | 100.00 | 3,800.00 | 95.00 | 3,610.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 75.00 | 7,500.00 | 60.00 | 6,000.00 | 75.00 | 7,500.00 |
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 35.00 | 3,500.00 | 50.00 | 5,000.00 | 30.00 | 3,000.00 | 40.00 | 4,000.00 |
| 705-01 | barbed wire fence | 354 | LNFT | 25.00 | 8,850.00 | 10.00 | 3,540.00 | 7.00 | 2,478.00 | 10.00 | 3,540.00 |
| 711-01-C | riprap (30 lb,14") | 121 | SQYD | 80.00 | 9,680.00 | 65.00 | 7,865.00 | 120.00 | 14,520.00 | 100.00 | 12,100.00 |
| 711-04 | geotextile fabric | 121 | SQYD | 1.00 | 121.00 | 8.00 | 968.00 | 4.50 | 544.50 | 10.00 | 1,210.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 |
| 716-01-A | mulch (vegetative) | 0.70 | TON | 3,000.00 | 2,100.00 | 550.00 | 385.00 | 500.00 | 350.00 | 3,000.00 | 2,100.00 |
| 717-01 | seeding | 15 | LB | 10.00 | 150.00 | 25.00 | 375.00 | 25.00 | 375.00 | 25.00 | 375.00 |
| 718-01 | fertilizer | 332 | LB | 5.00 | 1,660.00 | 1.00 | 332.00 | 1.00 | 332.00 | 3.00 | 996.00 |
| 726-01 | bedding material | 31.1 | CUYD | 100.00 | 3,110.00 | 100.00 | 3,110.00 | 120.00 | 3,732.00 | 115.00 | 3,576.50 |
| 727-01 | mobilization | lump | LUMP | 51,000.00 | 51,000.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 125,000.00 | 125,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 75.00 | 300.00 | 75.00 | 300.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | 85.00 | 680.00 | 120.00 | 960.00 | 150.00 | 1,200.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 |
| 804-01-B | precast concrete piles (14") | 522 | LNFT | 150.00 | 78,300.00 | 100.00 | 52,200.00 | 90.00 | 46,980.00 | 60.00 | 31,320.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 17.66 | CUYD | 1,100.00 | 19,426.00 | 1,500.00 | 26,490.00 | 2,600.00 | 45,916.00 | 1,850.00 | 32,671.00 |
| 805-10 | bridge superstructure & substructure (24" clr rdwy, 90 deg crossing) |
2 | SPAN | 35,000.00 | 70,000.00 | 38,000.00 | 76,000.00 | 52,000.00 | 104,000.00 | 55,000.00 | 110,000.00 |
| 805-12-F | reinforced concrete box culverts (5'x 4') | 176.0 | LNFT | 340.00 | 59,840.00 | 500.00 | 88,000.00 | 570.00 | 100,320.00 | 650.00 | 114,400.00 |
| 806-01 | deformed reinforcing steel | 1,890 | LB | 2.00 | 3,780.00 | 2.50 | 4,725.00 | 2.50 | 4,725.00 | 2.00 | 3,780.00 |
| S-101 | concrete approach slabs (24" clr rdwy, 90 deg crossing) (w/o asphalt) |
2 | EACH | 7,500.00 | 15,000.00 | 12,000.00 | 24,000.00 | 11,800.00 | 23,600.00 | 12,500.00 | 25,000.00 |
| CONTRACTOR TOTAL | 494,209.00 | 549,414.40 | 651,989.00 | 753,760.50 | |||||||