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| DBE GOAL FED | |||
| Lead Project: 251-02-0042 | |||
| Parish: W FELICIANA | |||
| Routes: LA 66 | |||
| Description: BRIDGES AT OPOSSUM HOLLOW & SIKE BRANCH | |||
| Type Const:
grading, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete pavement, concrete slab span and concrete girder bridges, and related work. | |||
| Estimated Construction Cost: $6,503,254.92 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $7,288,262.45 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $7,449,369.60 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
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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 | 100,000.00 | 100,000.00 | 400,000.00 | 400,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | ||||
| 202-02-A-01 | removal of bridges (sta. 409+00; 28' x 114') | 1 | EACH | 100,000.00 | 100,000.00 | 130,000.00 | 130,000.00 | ||||
| 202-02-A-02 | removal of bridges (sta. 510+00; 27.5' x 133') | 1 | EACH | 120,000.00 | 120,000.00 | 175,000.00 | 175,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 2,357.9 | SQYD | 7.00 | 16,505.30 | 7.00 | 16,505.30 | ||||
| 203-01 | general excavation | 3,600 | CUYD | 6.00 | 21,600.00 | 12.00 | 43,200.00 | ||||
| 203-02 | drainage excavation | 16,739 | CUYD | 14.00 | 234,346.00 | 12.00 | 200,868.00 | ||||
| 203-04 | embankment | 2,703 | CUYD | 16.50 | 44,599.50 | 12.00 | 32,436.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 147 | EACH | 100.00 | 14,700.00 | 30.00 | 4,410.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 7 | EACH | 500.00 | 3,500.00 | 300.00 | 2,100.00 | ||||
| 204-06 | temporary silt fencing | 3,716 | LNFT | 4.00 | 14,864.00 | 3.00 | 11,148.00 | ||||
| 302-02-A | class ii base course (6" thick) | 1,538.2 | SQYD | 34.00 | 52,298.80 | 32.00 | 49,222.40 | ||||
| 302-02-D | class ii base course (12" thick) | 2,829.5 | SQYD | 42.00 | 118,839.00 | 55.00 | 155,622.50 | ||||
| 304-01 | lime | 36.08 | TON | 220.00 | 7,937.60 | 130.00 | 4,690.40 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 2,545 | SQYD | 15.00 | 38,175.00 | 10.00 | 25,450.00 | ||||
| 305-01-D | subgrade layer (12" thick) | 2,545 | SQYD | 20.00 | 50,900.00 | 22.00 | 55,990.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
27 | CUYD | 200.00 | 5,400.00 | 120.00 | 3,240.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 30.0 | CUYD | 200.00 | 6,000.00 | 110.00 | 3,300.00 | ||||
| 502-01 | superpave asphaltic concrete | 725.0 | TON | 100.00 | 72,500.00 | 100.00 | 72,500.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
137.1 | TON | 120.00 | 16,452.00 | 150.00 | 20,565.00 | ||||
| 701-06-B | side drain pipe arch (18" equiv.) | 36 | LNFT | 60.00 | 2,160.00 | 60.00 | 2,160.00 | ||||
| 701-06-D-01 | side drain pipe arch (24" equiv.)(erosion) | 100 | LNFT | 75.00 | 7,500.00 | 80.00 | 8,000.00 | ||||
| 701-06-E | side drain pipe arch (30" equiv.) | 24 | LNFT | 98.00 | 2,352.00 | 85.00 | 2,040.00 | ||||
| 702-08-A | side drain safety end (type 1) | 1.0 | ea | 3,500.00 | 3,500.00 | 2,200.00 | 2,200.00 | ||||
| 704-03 | blocked out guard rail | 300.0 | LNFT | 22.00 | 6,600.00 | 18.00 | 5,400.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 60.00 | 12,000.00 | 50.00 | 10,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 2,500.00 | 20,000.00 | 1,850.00 | 14,800.00 | ||||
| 708-01 | right-of-way monument | 21 | EACH | 200.00 | 4,200.00 | 200.00 | 4,200.00 | ||||
| 708-02 | right-of-way monument witness post | 21 | EACH | 200.00 | 4,200.00 | 200.00 | 4,200.00 | ||||
| 711-01-C | riprap (30 lb, 6" thick) | 29 | SQYD | 60.00 | 1,740.00 | 38.00 | 1,102.00 | ||||
| 711-01-D | riprap (55 lb, 24" thick) | 3,800 | SQYD | 81.50 | 309,700.00 | 74.00 | 281,200.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 70,000.00 | 70,000.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 2.312 | MILE | 2,500.00 | 5,780.00 | 700.00 | 1,618.40 | ||||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
400 | EACH | 300.00 | 120,000.00 | 900.00 | 360,000.00 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
400 | EACH | 100.00 | 40,000.00 | 350.00 | 140,000.00 | ||||
| 716-01-A | mulch (vegetative) | 1.00 | ACRE | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | ||||
| 717-01 | seeding | 397 | LB | 10.00 | 3,970.00 | 8.00 | 3,176.00 | ||||
| 718-01 | fertilizer | 9,261 | LB | 0.50 | 4,630.50 | 0.50 | 4,630.50 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 2,150 | SQYD | 1.75 | 3,762.50 | 3.00 | 6,450.00 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 443 | SQYD | 3.50 | 1,550.50 | 3.50 | 1,550.50 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 438 | SQYD | 3.50 | 1,533.00 | 5.00 | 2,190.00 | ||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,000 | SQYD | 5.00 | 5,000.00 | 7.00 | 7,000.00 | ||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 29 | SQYD | 5.00 | 145.00 | 12.00 | 348.00 | ||||
| 722-01 | project site laboratory | 2 | EACH | 2,000.00 | 4,000.00 | 6,000.00 | 12,000.00 | ||||
| 725-02 | temporary detour roads | 8,602.4 | SQYD | 110.00 | 946,264.00 | 80.00 | 688,192.00 | ||||
| 726-01 | bedding material | 8.3 | CUYD | 150.00 | 1,245.00 | 100.00 | 830.00 | ||||
| 727-01 | mobilization | lump | LUMP | 700,000.00 | 700,000.00 | 720,000.00 | 720,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 20 | EACH | 15.00 | 300.00 | 12.00 | 240.00 | ||||
| 731-02 | reflectorized raised pavement markers | 89 | EACH | 15.00 | 1,335.00 | 10.00 | 890.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.620 | MILE | 4,000.00 | 10,480.00 | 2,500.00 | 6,550.00 | ||||
| 740-01 | construction layout | lump | LUMP | 170,000.00 | 170,000.00 | 160,000.00 | 160,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 40,000.00 | 40,000.00 | 8,000.00 | 8,000.00 | ||||
| 804-01-C | precast concrete piles (16") | 4,536 | LNFT | 70.00 | 317,520.00 | 65.00 | 294,840.00 | ||||
| 804-01-F | precast concrete piles (24") | 4,900 | LNFT | 118.00 | 578,200.00 | 120.00 | 588,000.00 | ||||
| 805-01-F | class a concrete (bents) | 308.93 | CUYD | 1,500.00 | 463,395.00 | 800.00 | 247,144.00 | ||||
| 805-03 | class aa concrete | 842.86 | CUYD | 900.00 | 758,574.00 | 550.00 | 463,573.00 | ||||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,896.0 | LNFT | 100.00 | 189,600.00 | 75.00 | 142,200.00 | ||||
| 806-01 | deformed reinforcing steel | 239,777 | LB | 0.75 | 179,832.75 | 0.80 | 191,821.60 | ||||
| 807-06 | structural metalwork | lump | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||||
| 810-01 | concrete railing (barrier) | 800.00 | LNFT | 65.00 | 52,000.00 | 60.00 | 48,000.00 | ||||
| 813-01 | concrete approach slabs | 1,068.88 | SQYD | 200.00 | 213,776.00 | 200.00 | 213,776.00 | ||||
| S-001 | temporary construction sheeting | lump | LUMP | 830,000.00 | 830,000.00 | 1,200,000.00 | 1,200,000.00 | ||||
| S-101 | impact attenuators (construction zone) | 4 | EACH | 25,000.00 | 100,000.00 | 25,000.00 | 100,000.00 | ||||
| CONTRACTOR TOTAL | 7,288,262.45 | 7,449,369.60 | |||||||||