| |||
| DBE GOAL FED | |||
| Lead Project: 008-04-0060 | |||
| Parish: ST LANDRY | |||
| Routes: US 190 | |||
| Description: US 190 OVER US 71 BRIDGE REHABILITATION | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete overlay, bridge rehabilitation, and related work. | |||
| Estimated Construction Cost: $3,689,684.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $4,257,964.40 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $4,399,496.52 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $6,651,114.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 70,000.00 | 70,000.00 | 10,000.00 | 10,000.00 | 80,000.00 | 80,000.00 | ||
| 202-02-01 | removal of concrete deck and bridge rail | 1,883 | SQYD | 140.00 | 263,620.00 | 130.00 | 244,790.00 | 150.00 | 282,450.00 | ||
| 202-02-02 | removal of concrete approach slabs | 4 | EACH | 10,000.00 | 40,000.00 | 2,000.00 | 8,000.00 | 4,500.00 | 18,000.00 | ||
| 202-02-03 | partial removal of bents no. 1 & 6 | lump | LUMP | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | ||
| 202-02-04 | removal of asphaltic concrete curbs | 806.0 | LNFT | 7.00 | 5,642.00 | 4.00 | 3,224.00 | 8.00 | 6,448.00 | ||
| 203-01 | general excavation | 250 | CUYD | 12.00 | 3,000.00 | 14.00 | 3,500.00 | 17.00 | 4,250.00 | ||
| 203-03 | embankment | 6,760 | CUYD | 22.00 | 148,720.00 | 21.00 | 141,960.00 | 22.00 | 148,720.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 400.00 | 2,400.00 | 160.00 | 960.00 | 170.00 | 1,020.00 | ||
| 204-06 | temporary silt fencing | 1,494 | LNFT | 4.00 | 5,976.00 | 2.20 | 3,286.80 | 4.00 | 5,976.00 | ||
| 502-01 | superpave asphaltic concrete | 5,882.0 | TON | 86.00 | 505,852.00 | 95.50 | 561,731.00 | 100.00 | 588,200.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
381.2 | TON | 125.00 | 47,650.00 | 139.00 | 52,986.80 | 120.00 | 45,744.00 | ||
| 509-01 | cold planing asphaltic pavement | 8,374 | SQYD | 4.00 | 33,496.00 | 4.60 | 38,520.40 | 5.20 | 43,544.80 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 465 | CUYD | 1.00 | - 465.00 | 1.00 | - 465.00 | 0.01 | - 4.65 | ||
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 6,500.00 | 13,000.00 | 6,000.00 | 12,000.00 | 6,500.00 | 13,000.00 | ||
| 707-04 | asphaltic curb | 1,680.0 | LNFT | 10.00 | 16,800.00 | 12.00 | 20,160.00 | 20.00 | 33,600.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 36 | SQYD | 85.00 | 3,060.00 | 180.00 | 6,480.00 | 100.00 | 3,600.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | ||
| 713-04-A-01 | temporary pavement markings (solid line) (4" width) (type i removable) |
5.108 | MILE | 17,500.00 | 89,390.00 | 17,200.00 | 87,857.60 | 15,800.00 | 80,706.40 | ||
| 713-06 | temporary reflectorized raised pavement markers | 564 | EACH | 0.50 | 282.00 | 8.90 | 5,019.60 | 5.50 | 3,102.00 | ||
| 713-08 | temporary precast concrete barrier (department furnished) |
240 | EACH | 400.00 | 96,000.00 | 434.00 | 104,160.00 | 150.00 | 36,000.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | ||
| 725-01 | temporary detour roads | 979.5 | SQYD | 130.00 | 127,335.00 | 120.00 | 117,540.00 | 90.00 | 88,155.00 | ||
| 726-01 | bedding material | 22.8 | CUYD | 60.00 | 1,368.00 | 112.00 | 2,553.60 | 120.00 | 2,736.00 | ||
| 727-01 | mobilization | lump | LUMP | 370,000.00 | 370,000.00 | 472,000.00 | 472,000.00 | 2,200,000.00 | 2,200,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 100.00 | 800.00 | 95.00 | 760.00 | 80.00 | 640.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 252 | EACH | 15.00 | 3,780.00 | 14.40 | 3,628.80 | 14.00 | 3,528.00 | ||
| 731-02 | reflectorized raised pavement markers | 358 | EACH | 6.50 | 2,327.00 | 5.70 | 2,040.60 | 6.00 | 2,148.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 620 | LNFT | 1.20 | 744.00 | 1.00 | 620.00 | 1.00 | 620.00 | ||
| 732-01-D | plastic pavement striping (12" width) | 210 | LNFT | 2.00 | 420.00 | 1.60 | 336.00 | 1.50 | 315.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 60 | LNFT | 5.00 | 300.00 | 3.70 | 222.00 | 3.50 | 210.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.333 | MILE | 3,500.00 | 11,665.50 | 2,800.00 | 9,332.40 | 2,800.00 | 9,332.40 | ||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 1.622 | MILE | 1,500.00 | 2,433.00 | 720.00 | 1,167.84 | 750.00 | 1,216.50 | ||
| 732-05 | removal of existing markings | 0.568 | MILE | 7,500.00 | 4,260.00 | 6,500.00 | 3,692.00 | 6,000.00 | 3,408.00 | ||
| 739-01 | hydro-seeding | 1.55 | ACRE | 2,000.00 | 3,100.00 | 3,000.00 | 4,650.00 | 1,200.00 | 1,860.00 | ||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | 110,000.00 | 110,000.00 | ||
| 804-01-B | precast concrete piles (14") | 240 | LNFT | 57.00 | 13,680.00 | 50.00 | 12,000.00 | 80.00 | 19,200.00 | ||
| 804-01-F | precast concrete piles (24") | 960 | LNFT | 115.00 | 110,400.00 | 199.00 | 191,040.00 | 125.00 | 120,000.00 | ||
| 805-01-C | class a concrete (retaining walls) | 8.61 | CUYD | 1,400.00 | 12,054.00 | 1,100.00 | 9,471.00 | 900.00 | 7,749.00 | ||
| 805-01-F | class a concrete (bents) | 89.58 | CUYD | 1,500.00 | 134,370.00 | 1,200.00 | 107,496.00 | 1,400.00 | 125,412.00 | ||
| 805-03 | class aa concrete | 523.00 | CUYD | 740.00 | 387,020.00 | 800.00 | 418,400.00 | 1,000.00 | 523,000.00 | ||
| 805-11 | strip seal joints | 644.88 | LNFT | 120.00 | 77,385.60 | 120.00 | 77,385.60 | 150.00 | 96,732.00 | ||
| 806-01 | deformed reinforcing steel | 136,644 | LB | 0.95 | 129,811.80 | 0.95 | 129,811.80 | 1.00 | 136,644.00 | ||
| 807-08 | structural metalwork | lump | LUMP | 350,000.00 | 350,000.00 | 255,000.00 | 255,000.00 | 550,000.00 | 550,000.00 | ||
| 810-01 | concrete railing (f-shape pl-2) | 1,084.00 | LNFT | 80.00 | 86,720.00 | 61.00 | 66,124.00 | 60.00 | 65,040.00 | ||
| 813-01 | concrete approach slabs | 684.46 | SQYD | 225.00 | 154,003.50 | 226.00 | 154,687.96 | 300.00 | 205,338.00 | ||
| S-001 | dynamic message sign unit | 2 | EACH | 30,000.00 | 60,000.00 | 12,300.00 | 24,600.00 | 18,000.00 | 36,000.00 | ||
| S-002 | concrete drainage channel | 185 | LNFT | 100.00 | 18,500.00 | 87.00 | 16,095.00 | 60.00 | 11,100.00 | ||
| S-003 | impact attenuators (construction zone) | 6 | EACH | 25,000.00 | 150,000.00 | 20,000.00 | 120,000.00 | 22,000.00 | 132,000.00 | ||
| S-004 | temporary traffic signal | lump | LUMP | 100,000.00 | 100,000.00 | 85,000.00 | 85,000.00 | 75,000.00 | 75,000.00 | ||
| S-101 | relocating guard rail | 1,320.8 | LNFT | 30.00 | 39,624.00 | 28.40 | 37,510.72 | 18.00 | 23,774.40 | ||
| S-102 | new drilled and epoxied joint anchor bolts at end bents |
16 | EACH | 225.00 | 3,600.00 | 100.00 | 1,600.00 | 500.00 | 8,000.00 | ||
| S-103 | handling of existing girders & diaphragms | lump | LUMP | 115,000.00 | 115,000.00 | 310,000.00 | 310,000.00 | 250,000.00 | 250,000.00 | ||
| S-104 | top flange treatment for girder ends | 100 | EACH | 280.00 | 28,000.00 | 500.00 | 50,000.00 | 920.00 | 92,000.00 | ||
| S-105 | bottom flange treatment for girder ends | 100 | EACH | 900.00 | 90,000.00 | 1,400.00 | 140,000.00 | 800.00 | 80,000.00 | ||
| S-106 | new drilled & epoxied girder anchor bolts | 8 | EACH | 225.00 | 1,800.00 | 150.00 | 1,200.00 | 750.00 | 6,000.00 | ||
| S-107 | extension of existing girder anchor bolts | 192 | EACH | 120.00 | 23,040.00 | 80.00 | 15,360.00 | 200.00 | 38,400.00 | ||
| S-108 | concrete risers | 60 | EACH | 1,000.00 | 60,000.00 | 900.00 | 54,000.00 | 320.00 | 19,200.00 | ||
| CONTRACTOR TOTAL | 4,257,964.40 | 4,399,496.52 | 6,651,114.85 | ||||||||