| |||
| DBE GOAL FED | |||
| Lead Project: 713-60-0008 | |||
| Parish: WEBSTER | |||
| Routes: | |||
| Description: DEMENT AND COX ROAD BRIDGES | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $568,904.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 28218 | F. J. BURNELL, INC. | $607,913.50 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $632,427.00 |
| 3 | 14788 | LOUISIANA BRIDGE, INC. | $690,834.71 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. J. BURNELL, INC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - LOUISIANA BRIDGE, 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 | 25,000.00 | 25,000.00 | 21,800.00 | 21,800.00 | ||
| 202-02-A-01 | removal of bridge(sta.100+00,36.57'long x 14.5'wide, timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 15,700.00 | 15,700.00 | ||
| 202-02-A-02 | removal of bridge(sta. 100+00,30.8'long x 14.9'wide, timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 15,700.00 | 15,700.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 35,000.00 | 35,000.00 | 59,000.00 | 59,000.00 | 92,500.00 | 92,500.00 | ||
| 204-02 | temporary hay or straw bales | 40 | EACH | 10.00 | 400.00 | 10.00 | 400.00 | 8.00 | 320.00 | ||
| 204-03 | temporary slope drains | 100 | LNFT | 20.00 | 2,000.00 | 10.00 | 1,000.00 | 1.00 | 100.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 125.00 | 1,000.00 | 125.00 | 1,000.00 | 85.25 | 682.00 | ||
| 204-06 | temporary silt fencing | 800 | LNFT | 1.50 | 1,200.00 | 3.00 | 2,400.00 | 1.70 | 1,360.00 | ||
| 302-01 | class ii base course | 186.0 | CUYD | 75.00 | 13,950.00 | 75.00 | 13,950.00 | 134.00 | 24,924.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
25 | CUYD | 100.00 | 2,500.00 | 100.00 | 2,500.00 | 134.00 | 3,350.00 | ||
| 502-01 | superpave asphaltic concrete | 265.4 | TON | 225.00 | 59,715.00 | 160.00 | 42,464.00 | 200.00 | 53,080.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 53.00 | 10,600.00 | 60.00 | 12,000.00 | 53.50 | 10,700.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 26.00 | 5,200.00 | 30.00 | 6,000.00 | 26.25 | 5,250.00 | ||
| 705-01 | barbed wire fence | 150 | LNFT | 12.00 | 1,800.00 | 15.00 | 2,250.00 | 7.50 | 1,125.00 | ||
| 707-04 | asphaltic curb | 40.0 | LNFT | 30.00 | 1,200.00 | 25.00 | 1,000.00 | 45.50 | 1,820.00 | ||
| 711-01-C | riprap (30 lb,14" thick) | 981 | SQYD | 35.00 | 34,335.00 | 75.00 | 73,575.00 | 56.75 | 55,671.75 | ||
| 711-04 | geotextile fabric | 981 | SQYD | 1.50 | 1,471.50 | 3.00 | 2,943.00 | 3.50 | 3,433.50 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 22,000.00 | 22,000.00 | 9,335.00 | 9,335.00 | ||
| 716-01-A | mulch (vegetative) | 0.36 | ACRE | 1,500.00 | 540.00 | 4,000.00 | 1,440.00 | 1,248.50 | 449.46 | ||
| 717-01 | seeding | 16 | LB | 15.00 | 240.00 | 30.00 | 480.00 | 28.50 | 456.00 | ||
| 718-01 | fertilizer | 360 | LB | 1.25 | 450.00 | 2.00 | 720.00 | 2.50 | 900.00 | ||
| 724-02 | pavement widening | 189.0 | SQYD | 40.00 | 7,560.00 | 100.00 | 18,900.00 | 113.50 | 21,451.50 | ||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | 43,600.00 | 43,600.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | 90.00 | 1,440.00 | 80.00 | 1,280.00 | ||
| 737-03-A | painted traffic striping (solid line)(4" wide) | 100 | LNFT | 5.00 | 500.00 | 25.00 | 2,500.00 | 22.70 | 2,270.00 | ||
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 7,950.00 | 7,950.00 | ||
| 804-01-B | precast concrete piles (14") | 1,461 | LNFT | 52.00 | 75,972.00 | 65.00 | 94,965.00 | 54.50 | 79,624.50 | ||
| 804-12 | loading permanent piles | 2 | EACH | 500.00 | 1,000.00 | 250.00 | 500.00 | 1.00 | 2.00 | ||
| 805-10-A | bridge superstructure & substructure(24' clear roadway; 90 degree crossing) (cast-in-place) |
5 | SPAN | 27,000.00 | 135,000.00 | 22,000.00 | 110,000.00 | 24,000.00 | 120,000.00 | ||
| 805-10-B | bridge superstructure & substructure(24' clear roadway; 60 degree crossing) |
4 | SPAN | 28,000.00 | 112,000.00 | 18,500.00 | 74,000.00 | 24,000.00 | 96,000.00 | ||
| CONTRACTOR TOTAL | 607,913.50 | 632,427.00 | 690,834.71 | ||||||||