| READV |
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| DBE GOAL FED | |||
| Lead Project: 713-38-0001 | |||
| Parish: PLAQUEMINES | |||
| Routes: | |||
| Description: DOULLUT CANAL BRIDGE | |||
| Type Const:
grading, class ii bc, superpave acp, conc slab span bridge, movable bridge machinery, operating house, (alt. a1-precast concrete piles; alt. a2-steel piles), and related work. | |||
| Estimated Construction Cost: $9,537,146.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $10,932,563.00 |
| 2 | 47347 | KIEWIT LOUISIANA CO | $17,192,666.78 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - KIEWIT LOUISIANA CO |
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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 | 10,000.00 | 10,000.00 | 250,000.00 | 250,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 500,000.00 | 500,000.00 | 1,651,922.23 | 1,651,922.23 | ||||
| 202-02-C | removal of portland cement concrete pavement | 2,213 | SQYD | 15.00 | 33,195.00 | 25.00 | 55,325.00 | ||||
| 202-02-D | removal of concrete walks & drives | 282 | SQYD | 15.00 | 4,230.00 | 20.00 | 5,640.00 | ||||
| 203-01 | general excavation | 68 | CUYD | 100.00 | 6,800.00 | 20.00 | 1,360.00 | ||||
| 203-02 | drainage excavation | 1,750 | CUYD | 15.00 | 26,250.00 | 35.00 | 61,250.00 | ||||
| 203-04 | embankment | 2,778 | CUYD | 60.00 | 166,680.00 | 85.00 | 236,130.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 25,000.00 | 25,000.00 | 100,000.00 | 100,000.00 | ||||
| 204-01 | temporary sandbagging | 45.0 | CUYD | 200.00 | 9,000.00 | 100.00 | 4,500.00 | ||||
| 204-02 | temporary hay or straw bales | 34 | EACH | 15.00 | 510.00 | 10.00 | 340.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 20 | EACH | 300.00 | 6,000.00 | 100.00 | 2,000.00 | ||||
| 204-06 | temporary silt fencing | 1,660 | LNFT | 5.00 | 8,300.00 | 4.00 | 6,640.00 | ||||
| 302-01-A | class ii base course(stone or recycled pcc) | 537.0 | CUYD | 100.00 | 53,700.00 | 130.00 | 69,810.00 | ||||
| 502-01 | superpave asphaltic concrete | 1,025.4 | TON | 200.00 | 205,080.00 | 187.00 | 191,749.80 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
32.1 | TON | 200.00 | 6,420.00 | 187.00 | 6,002.70 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 530.8 | LNFT | 75.00 | 39,810.00 | 66.00 | 35,032.80 | ||||
| 704-03 | blocked out guard rail | 100.0 | LNFT | 30.00 | 3,000.00 | 22.00 | 2,200.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 3,500.00 | 28,000.00 | 2,750.00 | 22,000.00 | ||||
| 706-02-C | concrete drive (6" thick) | 68.9 | SQYD | 100.00 | 6,890.00 | 300.00 | 20,670.00 | ||||
| 711-01-D | riprap (55 lb,18" thick) | 566 | SQYD | 100.00 | 56,600.00 | 100.00 | 56,600.00 | ||||
| 711-04 | geotextile fabric | 566 | SQYD | 2.00 | 1,132.00 | 3.00 | 1,698.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 150,000.00 | 150,000.00 | ||||
| 716-01-A | mulch (vegetative) | 1.7 | TON | 1,000.00 | 1,700.00 | 600.00 | 1,020.00 | ||||
| 717-01 | seeding | 38 | LB | 30.00 | 1,140.00 | 7.50 | 285.00 | ||||
| 718-01 | fertilizer | 838 | LB | 2.00 | 1,676.00 | 0.50 | 419.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 1,060,000.00 | 1,060,000.00 | 1,650,000.00 | 1,650,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 12 | EACH | 100.00 | 1,200.00 | 83.00 | 996.00 | ||||
| 730-09 | electrical system | lump | LUMP | 1,200,000.00 | 1,200,000.00 | 1,500,000.00 | 1,500,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 27 | EACH | 70.00 | 1,890.00 | 55.00 | 1,485.00 | ||||
| 732-01-A | plastic pavement striping (4" width) | 4,200 | LNFT | 6.50 | 27,300.00 | 6.00 | 25,200.00 | ||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 350,000.00 | 350,000.00 | ||||
| 804-01-D-01 | precast concrete piles (18")(hpc) | 1,864 | LNFT | 120.00 | 223,680.00 | 325.00 | 605,800.00 | ||||
| 804-01-F-01 | precast concrete piles (24")(hpc) | 1,400 | LNFT | 165.00 | 231,000.00 | 375.00 | 525,000.00 | ||||
| 804-02-B | treated timber piles (coastal treatment) | 10,285 | LNFT | 24.00 | 246,840.00 | 45.00 | 462,825.00 | ||||
| 804-05 | precast concrete test piles | 1 | EACH | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | ||||
| 804-09 | loading test piles | 3 | EACH | 10,000.00 | 30,000.00 | 60,000.00 | 180,000.00 | ||||
| 804-10 | reloading test piles | 1 | EACH | 100.00 | 100.00 | 15,000.00 | 15,000.00 | ||||
| 804-11 | redriving test piles | 1 | EACH | 100.00 | 100.00 | 10,000.00 | 10,000.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 100.00 | 100.00 | 15,000.00 | 15,000.00 | ||||
| 804-17 | dynamic monitoring | 15 | EACH | 2,000.00 | 30,000.00 | 1,500.00 | 22,500.00 | ||||
| 805-01-E-01 | class a concrete (piers)(hpc) | 417.57 | CUYD | 870.00 | 363,285.90 | 1,000.00 | 417,570.00 | ||||
| 805-01-F-01 | class a concrete (bents)(hpc) | 42.23 | CUYD | 2,000.00 | 84,460.00 | 1,000.00 | 42,230.00 | ||||
| 805-01-H-01 | class a concrete (counterweights)(hpc) | 53.12 | CUYD | 1,600.00 | 84,992.00 | 1,000.00 | 53,120.00 | ||||
| 805-01-I-01 | class a concrete (pedestals and bases)(hpc) | 23.12 | CUYD | 1,750.00 | 40,460.00 | 1,000.00 | 23,120.00 | ||||
| 805-03-01 | class aa concrete(hpc) | 266.43 | CUYD | 1,200.00 | 319,716.00 | 1,200.00 | 319,716.00 | ||||
| 806-01 | deformed reinforcing steel | 149,559 | LB | 1.00 | 149,559.00 | 1.75 | 261,728.25 | ||||
| 807-08 | structural metalwork | lump | LUMP | 1,700,000.00 | 1,700,000.00 | 1,850,000.00 | 1,850,000.00 | ||||
| 808-01 | steel grid flooring | 2,574.8 | SQFT | 77.00 | 198,259.60 | 80.00 | 205,984.00 | ||||
| 809-01 | movable bridge machinery | lump | LUMP | 1,500,000.00 | 1,500,000.00 | 2,211,438.00 | 2,211,438.00 | ||||
| 809-03 | operating house | lump | LUMP | 470,000.00 | 470,000.00 | 950,000.00 | 950,000.00 | ||||
| 810-01-01 | concrete railing (transition barrier)(hpc) | 80.00 | LNFT | 150.00 | 12,000.00 | 250.00 | 20,000.00 | ||||
| 810-02 | steel railing | 304.00 | LNFT | 165.00 | 50,160.00 | 100.00 | 30,400.00 | ||||
| 810-04-01 | steel & concrete railing (hpc) | 159.34 | LNFT | 325.00 | 51,785.50 | 500.00 | 79,670.00 | ||||
| 812-01-B | treated timber (coastal treatment) | 42.25 | MFBM | 7,400.00 | 312,650.00 | 5,000.00 | 211,250.00 | ||||
| 813-01-01 | concrete approach slabs (hpc) | 207.04 | SQYD | 300.00 | 62,112.00 | 1,000.00 | 207,040.00 | ||||
| S-101 | dynamic analysis | 15 | EACH | 2,000.00 | 30,000.00 | 3,000.00 | 45,000.00 | ||||
| S-102 | vibration monitoring | lump | lump | 75,000.00 | 75,000.00 | 12,000.00 | 12,000.00 | ||||
| SUBTOTAL GENERAL | 10,002,763.00 | 15,291,666.78 | |||||||||
| ALTERNATE A | bridge piling | ||||||||||
| ALTERNATE A1 | precast concrete piles | ||||||||||
| 804-01-F-01-A | precast concrete piles (24")(hpc) | 4,856 | LNFT | 175.00 | 849,800.00 | 375.00 | 1,821,000.00 | ||||
| 804-05-01 | precast concrete test piles | 2 | EACH | 40,000.00 | 80,000.00 | 40,000.00 | 80,000.00 | ||||
| SUBTOTAL ALT A1 | 929,800.00 | 1,901,000.00 | |||||||||
| ALTERNATE A2 | steel piles | ||||||||||
| 804-03 | steel piles (30" diameter, 5/8" minimum wall thickness) | 4,930 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 804-07 | steel test piles | 2 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| CONTRACTOR TOTAL | 10,932,563.00 | 17,192,666.78 | |||||||||