| |||
| DBE GOAL FED | |||
| Lead Project: 713-52-0100 | |||
| Parish: ST TAMMANY | |||
| Routes: | |||
| Description: CARR DRIVE BRIDGE | |||
| Type Const:
removal of existing bridges, detour bridge. conc. slab span bridge, grading, base course, superpave aspahltic concrete pavement and related work | |||
| Estimated Construction Cost: $1,863,637.90 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09476 | KEY CONSTRUCTORS, INC. | $2,373,415.40 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,471,496.50 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $2,730,742.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - KEY CONSTRUCTORS, INC. |
- 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 and grubbing | lump | lump | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 | 112,500.00 | 112,500.00 | ||
| 202-02-A-01 | removal of bridge(sta. 3+020,7.07m x 40.56m.7 span concrete bridge) |
1 | ea | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | 50,000.00 | 50,000.00 | ||
| 203-05 | excavation and embankment | lump | lump | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 204-02 | temporary hay or straw bales | 7 | ea | 20.00 | 140.00 | 15.00 | 105.00 | 100.00 | 700.00 | ||
| 204-03 | temporary slope drains | 40 | ln m | 80.00 | 3,200.00 | 100.00 | 4,000.00 | 30.00 | 1,200.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 200.00 | 800.00 | 25.00 | 100.00 | 200.00 | 800.00 | ||
| 204-06 | temporary silt fencing | 212 | ln m | 20.00 | 4,240.00 | 15.00 | 3,180.00 | 10.00 | 2,120.00 | ||
| 302-01-A | class ii base course (stone or recycled portland cement concrete) |
36.1 | cu m | 200.00 | 7,220.00 | 400.00 | 14,440.00 | 200.00 | 7,220.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
6 | cu m | 165.00 | 990.00 | 300.00 | 1,800.00 | 500.00 | 3,000.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | cu m | 85.00 | 4,250.00 | 100.00 | 5,000.00 | 100.00 | 5,000.00 | ||
| 502-01 | superpave asphaltic concrete | 132.8 | Mg | 305.00 | 40,504.00 | 400.00 | 53,120.00 | 500.00 | 66,400.00 | ||
| 509-01 | cold planing asphaltic pavement | 69 | sq m | 80.00 | 5,520.00 | 100.00 | 6,900.00 | 218.00 | 15,042.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 6 | cu m | 1.00 | - 6.00 | 1.00 | - 6.00 | 0.00 | 0.00 | ||
| 510-02 | pavement widening | 77.1 | sq m | 115.00 | 8,866.50 | 150.00 | 11,565.00 | 150.00 | 11,565.00 | ||
| 701-05-G | side drain pipe (450 mm) | 7.9 | ln m | 225.00 | 1,777.50 | 300.00 | 2,370.00 | 500.00 | 3,950.00 | ||
| 704-03 | blocked out guard rail | 20.95 | ln m | 100.00 | 2,095.00 | 120.00 | 2,514.00 | 125.00 | 2,618.75 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 22.86 | ln m | 215.00 | 4,914.90 | 225.00 | 5,143.50 | 250.00 | 5,715.00 | ||
| 704-11-A | guard rail end treatment (flared) | 3 | ea | 2,600.00 | 7,800.00 | 4,000.00 | 12,000.00 | 3,000.00 | 9,000.00 | ||
| 705-01 | barbed wire fence | 50 | ln m | 45.00 | 2,250.00 | 65.00 | 3,250.00 | 50.00 | 2,500.00 | ||
| 711-01-D | riprap (25 kg, 460 mm thick) | 585 | sq m | 110.00 | 64,350.00 | 100.00 | 58,500.00 | 155.00 | 90,675.00 | ||
| 711-04 | geotextile fabric | 585 | sq m | 4.00 | 2,340.00 | 5.00 | 2,925.00 | 10.00 | 5,850.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 | ||
| 716-01-A | mulch (vegetative) | 450.0 | kg | 3.00 | 1,350.00 | 4.00 | 1,800.00 | 7.00 | 3,150.00 | ||
| 717-01 | seeding | 4 | kg | 50.00 | 200.00 | 65.00 | 260.00 | 50.00 | 200.00 | ||
| 718-01 | fertilizer | 95 | kg | 6.00 | 570.00 | 1.00 | 95.00 | 2.00 | 190.00 | ||
| 725-01 | temporary detour roads | 346.9 | sq m | 515.00 | 178,653.50 | 350.00 | 121,415.00 | 195.00 | 67,645.50 | ||
| 725-02 | temporary detour bridging | 60.00 | ln m | 7,775.00 | 466,500.00 | 7,500.00 | 450,000.00 | 14,668.00 | 880,080.00 | ||
| 727-01 | mobilization | lump | lump | 400,000.00 | 400,000.00 | 220,000.00 | 220,000.00 | 375,000.00 | 375,000.00 | ||
| 729-01 | sign (type a) | 0.58 | sq m | 2,500.00 | 1,450.00 | 3,000.00 | 1,740.00 | 1,500.00 | 870.00 | ||
| 729-08-A | mounting (63.5 mm post) | 1 | ea | 250.00 | 250.00 | 500.00 | 500.00 | 1,500.00 | 1,500.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 85.00 | 340.00 | 100.00 | 400.00 | 100.00 | 400.00 | ||
| 730-09 | electrical system | lump | lump | 25,000.00 | 25,000.00 | 150,000.00 | 150,000.00 | 35,000.00 | 35,000.00 | ||
| 740-01 | construction layout | lump | lump | 35,000.00 | 35,000.00 | 90,000.00 | 90,000.00 | 45,000.00 | 45,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 954.0 | ln m | 275.00 | 262,350.00 | 220.00 | 209,880.00 | 275.00 | 262,350.00 | ||
| 804-12 | loading permanent piles | 1 | ea | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | ||
| 805-10-A | bridge superstructure & substructure(9.0m clr. rdwy.; 90 deg. crossing; cast-in-place) |
8 | span | 60,000.00 | 480,000.00 | 85,000.00 | 680,000.00 | 70,000.00 | 560,000.00 | ||
| S-001 | impact attenuators (construction zone) | 2 | each | 12,500.00 | 25,000.00 | 20,000.00 | 40,000.00 | 15,000.00 | 30,000.00 | ||
| S-101 | concrete approach slab(9.0m clr. rdwy.;90 degree crossing, cast-in-place; tapered barrier rail - lt.) |
1 | ea | 25,500.00 | 25,500.00 | 35,000.00 | 35,000.00 | 28,500.00 | 28,500.00 | ||
| lt.) | |||||||||||
| CONTRACTOR TOTAL | 2,373,415.40 | 2,471,496.50 | 2,730,742.25 | ||||||||