| |||
| DBE GOAL FED | |||
| Lead Project: 713-19-0107 | |||
| Parish: E FELICIANA | |||
| Routes: | |||
| Description: THOMPSON CREEK ROAD BRIDGE OVER THOMPSON CREEK | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, precast prestressed concrete girder spans bridge and related work. | |||
| Estimated Construction Cost: $2,400,000.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,933,107.75 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,988,483.50 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $2,430,360.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - 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 | 42,500.00 | 42,500.00 | 120,000.00 | 120,000.00 | 85,000.00 | 85,000.00 | ||
| 202-02-A-01 | removal of bridge(sta. 10+00; 18.1' wide x 101.5' long steel truss and timber bridge approaches) |
1 | EACH | 60,000.00 | 60,000.00 | 82,000.00 | 82,000.00 | 100,000.00 | 100,000.00 | ||
| 203-05 | excavation & embankment | lump | LUMP | 160,000.00 | 160,000.00 | 150,000.00 | 150,000.00 | 225,000.00 | 225,000.00 | ||
| 204-02 | temporary hay or straw bales | 70 | EACH | 50.00 | 3,500.00 | 15.00 | 1,050.00 | 10.00 | 700.00 | ||
| 204-03 | temporary slope drains | 200 | LNFT | 11.50 | 2,300.00 | 50.00 | 10,000.00 | 10.00 | 2,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 300.00 | 2,400.00 | 300.00 | 2,400.00 | 100.00 | 800.00 | ||
| 204-06 | temporary silt fencing | 1,600 | LNFT | 3.00 | 4,800.00 | 4.00 | 6,400.00 | 3.00 | 4,800.00 | ||
| 302-01 | class ii base course | 375.3 | CUYD | 110.00 | 41,283.00 | 100.00 | 37,530.00 | 100.00 | 37,530.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
38 | CUYD | 85.00 | 3,230.00 | 100.00 | 3,800.00 | 100.00 | 3,800.00 | ||
| 502-01 | superpave asphaltic concrete | 291.6 | TON | 200.00 | 58,320.00 | 170.00 | 49,572.00 | 285.00 | 83,106.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 62.00 | 6,200.00 | 100.00 | 10,000.00 | 75.00 | 7,500.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 45.00 | 4,500.00 | 50.00 | 5,000.00 | 70.00 | 7,000.00 | ||
| 705-01 | barbed wire fence | 878 | LNFT | 7.50 | 6,585.00 | 15.00 | 13,170.00 | 8.00 | 7,024.00 | ||
| 711-01-F | riprap (250 lb,30" thick ) | 1,759 | SQYD | 92.00 | 161,828.00 | 100.00 | 175,900.00 | 135.00 | 237,465.00 | ||
| 711-04 | geotextile fabric | 1,759 | SQYD | 1.20 | 2,110.80 | 3.00 | 5,277.00 | 5.00 | 8,795.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | ||
| 716-01-A | mulch (vegetative) | 1.7 | TON | 1,350.00 | 2,295.00 | 1,000.00 | 1,700.00 | 2,500.00 | 4,250.00 | ||
| 717-01 | seeding | 25 | LB | 22.50 | 562.50 | 25.00 | 625.00 | 25.00 | 625.00 | ||
| 718-01 | fertilizer | 833 | LB | 1.15 | 957.95 | 2.00 | 1,666.00 | 1.00 | 833.00 | ||
| 727-01 | mobilization | lump | LUMP | 399,000.00 | 399,000.00 | 190,000.00 | 190,000.00 | 305,000.00 | 305,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 95.00 | 760.00 | 100.00 | 800.00 | 100.00 | 800.00 | ||
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | ||
| 804-01-C | precast concrete piles (16") | 900 | LNFT | 65.00 | 58,500.00 | 90.00 | 81,000.00 | 90.00 | 81,000.00 | ||
| 804-01-F | precast concrete piles (24") | 1,628 | LNFT | 142.00 | 231,176.00 | 135.00 | 219,780.00 | 195.00 | 317,460.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 25,000.00 | 25,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | ||
| 805-01-F | class a concrete (bents) | 135.36 | CUYD | 770.00 | 104,227.20 | 1,200.00 | 162,432.00 | 1,200.00 | 162,432.00 | ||
| 805-03 | class aa concrete | 239.90 | CUYD | 800.00 | 191,920.00 | 1,050.00 | 251,895.00 | 1,000.00 | 239,900.00 | ||
| 805-08-B | precast-prestressed concrete girders (type ii) | 1,183.8 | LNFT | 100.00 | 118,380.00 | 105.00 | 124,299.00 | 153.00 | 181,121.40 | ||
| 806-01 | deformed reinforcing steel | 92,910 | LB | 1.00 | 92,910.00 | 1.10 | 102,201.00 | 1.20 | 111,492.00 | ||
| 807-08 | structural metalwork | lump | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||
| 810-01 | concrete railing (barrier) | 660.00 | LNFT | 55.00 | 36,300.00 | 85.00 | 56,100.00 | 80.00 | 52,800.00 | ||
| 813-01 | concrete approach slabs | 123.94 | SQYD | 295.00 | 36,562.30 | 225.00 | 27,886.50 | 235.00 | 29,125.90 | ||
| CONTRACTOR TOTAL | 1,933,107.75 | 1,988,483.50 | 2,430,360.30 | ||||||||