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| DBE GOAL FED | |||
| Lead Project: 713-54-0104 | |||
| Parish: TENSAS | |||
| Routes: | |||
| Description: ICE HOUSE ROAD BRIDGE OVER LAKE ST. PETER CANAL | |||
| Type Const: grading, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $465,693.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $402,683.55 |
| 2 | 01012 | CECIL D. GASSIOTT LLC | $403,590.00 |
| 3 | 18546 | C W & W CONTRACTORS, INC. | $434,348.50 |
| 4 | 49239 | W L BASS CONSTRUCTION INC. | $449,279.00 |
| 5 | 09476 | KEY CONSTRUCTORS, INC. | $450,696.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - CECIL D. GASSIOTT LLC |
- 3 - C W & W CONTRACTORS, INC. |
- 4 - W L BASS CONSTRUCTION INC. |
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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 | 2,350.00 | 2,350.00 | 20,000.00 | 20,000.00 | 7,500.00 | 7,500.00 | 15,600.00 | 15,600.00 |
| 202-02-A-01 | removal of bridge(sta.15+00.00;19.73' wide x 76.38' long timber structure) |
1 | EACH | 3,900.00 | 3,900.00 | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 4,200.00 | 4,200.00 |
| 203-05 | excavation and embankment | lump | LUMP | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 204-02 | temporary hay or straw bales | 12 | EACH | 28.50 | 342.00 | 30.00 | 360.00 | 10.00 | 120.00 | 0.00 | 0.00 |
| 204-03 | temporary slope drains | 50 | LNFT | 11.50 | 575.00 | 5.00 | 250.00 | 10.00 | 500.00 | 0.00 | 0.00 |
| 204-05-A | temporary sediment check dams (hay) | 2 | EACH | 85.25 | 170.50 | 300.00 | 600.00 | 250.00 | 500.00 | 0.00 | 0.00 |
| 204-06 | temporary silt fencing | 849 | LNFT | 2.30 | 1,952.70 | 3.00 | 2,547.00 | 3.00 | 2,547.00 | 0.00 | 0.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 113.2 | CUYD | 92.50 | 10,471.00 | 80.00 | 9,056.00 | 100.00 | 11,320.00 | 80.00 | 9,056.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 68.25 | 6,825.00 | 100.00 | 10,000.00 | 75.00 | 7,500.00 | 60.00 | 6,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 40.00 | 4,000.00 | 50.00 | 5,000.00 | 45.00 | 4,500.00 | 35.00 | 3,500.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 301 | SQYD | 90.00 | 27,090.00 | 60.00 | 18,060.00 | 85.00 | 25,585.00 | 84.00 | 25,284.00 |
| 711-04 | geotextile fabric | 301 | SQYD | 4.00 | 1,204.00 | 3.00 | 903.00 | 3.00 | 903.00 | 1.00 | 301.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 4,200.00 | 4,200.00 | 11,000.00 | 11,000.00 | 15,000.00 | 15,000.00 | 4,891.00 | 4,891.00 |
| 716-01-A | mulch (vegetative) | 0.5 | TON | 602.00 | 301.00 | 2,750.00 | 1,375.00 | 3,225.00 | 1,612.50 | 1,200.00 | 600.00 |
| 717-01 | seeding | 11 | LB | 28.25 | 310.75 | 30.00 | 330.00 | 32.00 | 352.00 | 10.00 | 110.00 |
| 718-01 | fertilizer | 236 | LB | 1.85 | 436.60 | 3.00 | 708.00 | 3.00 | 708.00 | 2.00 | 472.00 |
| 727-01 | mobilization | lump | LUMP | 18,100.00 | 18,100.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 85.50 | 684.00 | 100.00 | 800.00 | 95.00 | 760.00 | 75.00 | 600.00 |
| 740-01 | construction layout | lump | LUMP | 3,820.00 | 3,820.00 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 804-01-B | precast concrete piles (14") | 1,968 | LNFT | 57.00 | 112,176.00 | 75.00 | 147,600.00 | 80.00 | 157,440.00 | 73.00 | 143,664.00 |
| 804-12 | loading permanent piles | 1 | EACH | 10,000.00 | 10,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 805-10-A | bridge superstructure & substructure (28' wide roadway; 45deg crossing) |
5 | SPAN | 33,755.00 | 168,775.00 | 15,000.00 | 75,000.00 | 23,000.00 | 115,000.00 | 31,000.00 | 155,000.00 |
| CONTRACTOR TOTAL | 402,683.55 | 403,590.00 | 434,348.50 | 449,279.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KEY CONSTRUCTORS, INC. |
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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 | 20,000.00 | 20,000.00 | ||||||
| 202-02-A-01 | removal of bridge(sta.15+00.00;19.73' wide x 76.38' long timber structure) |
1 | EACH | 7,500.00 | 7,500.00 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 12 | EACH | 25.00 | 300.00 | ||||||
| 204-03 | temporary slope drains | 50 | LNFT | 10.00 | 500.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 2 | EACH | 250.00 | 500.00 | ||||||
| 204-06 | temporary silt fencing | 849 | LNFT | 2.50 | 2,122.50 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 113.2 | CUYD | 55.00 | 6,226.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 35.00 | 3,500.00 | ||||||
| 711-01-C | riprap (30 lb, 14" thick) | 301 | SQYD | 90.00 | 27,090.00 | ||||||
| 711-04 | geotextile fabric | 301 | SQYD | 3.25 | 978.25 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,500.00 | 7,500.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.5 | TON | 2,550.00 | 1,275.00 | ||||||
| 717-01 | seeding | 11 | LB | 25.00 | 275.00 | ||||||
| 718-01 | fertilizer | 236 | LB | 2.50 | 590.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 75.00 | 600.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 16,500.00 | 16,500.00 | ||||||
| 804-01-B | precast concrete piles (14") | 1,968 | LNFT | 55.00 | 108,240.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 1,000.00 | 1,000.00 | ||||||
| 805-10-A | bridge superstructure & substructure (28' wide roadway; 45deg crossing) |
5 | SPAN | 35,000.00 | 175,000.00 | ||||||
| CONTRACTOR TOTAL | 450,696.75 | ||||||||||