| |||
| DBE GOAL FED | |||
| Lead Project: 277-01-0018 | |||
| Parish: TANGIPAHOA | |||
| Routes: LA 10 | |||
| Description: BIG CREEK BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,849,901.86 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,037,334.07 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $2,487,901.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - GUINN BROTHERS, LLC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 28,500.00 | 28,500.00 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 4,500.00 | 4,500.00 | 500.00 | 500.00 | 8,000.00 | 8,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 10+149.394) 7.3m x 93.3m precast concrete deck bridge |
1 | ea | 18,800.00 | 18,800.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | ||
| 202-02-A-02 | removal of bridges (sta. 10+890.730) 8.5m x 12.2m bridge |
1 | ea | 7,400.00 | 7,400.00 | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 4,222.0 | sq m | 7.80 | 32,931.60 | 4.25 | 17,943.50 | 5.00 | 21,110.00 | ||
| 202-02-H | removal of guard rail | 169 | ln m | 7.90 | 1,335.10 | 20.00 | 3,380.00 | 10.00 | 1,690.00 | ||
| 203-01 | general excavation | 1,540 | cu m | 7.90 | 12,166.00 | 2.00 | 3,080.00 | 9.00 | 13,860.00 | ||
| 203-02 | drainage excavation | 1,339 | cu m | 12.10 | 16,201.90 | 5.00 | 6,695.00 | 9.00 | 12,051.00 | ||
| 203-04 | embankment | 9,306 | cu m | 11.90 | 110,741.40 | 14.67 | 136,519.02 | 18.00 | 167,508.00 | ||
| 302-01 | class ii base course | 1,745.8 | cu m | 82.20 | 143,504.76 | 100.00 | 174,580.00 | 85.00 | 148,393.00 | ||
| 304-01 | lime | 24.88 | Mg | 156.00 | 3,881.28 | 150.00 | 3,732.00 | 175.00 | 4,354.00 | ||
| 304-04 | lime treatment (type d) (300 mm thick) | 1,646 | sq m | 1.10 | 1,810.60 | 1.00 | 1,646.00 | 12.00 | 19,752.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
27 | cu m | 76.30 | 2,060.10 | 70.00 | 1,890.00 | 85.00 | 2,295.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | cu m | 46.60 | 2,330.00 | 55.00 | 2,750.00 | 50.00 | 2,500.00 | ||
| 502-01 | superpave asphaltic concrete | 1,210.1 | Mg | 106.30 | 128,633.63 | 93.50 | 113,144.35 | 115.00 | 139,161.50 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
6.5 | Mg | 291.00 | 1,891.50 | 300.00 | 1,950.00 | 500.00 | 3,250.00 | ||
| 701-05-I | side drain pipe (600 mm) | 31.8 | ln m | 128.00 | 4,070.40 | 160.00 | 5,088.00 | 300.00 | 9,540.00 | ||
| 701-05-K | side drain pipe (750 mm) | 10.3 | ln m | 165.00 | 1,699.50 | 200.00 | 2,060.00 | 375.00 | 3,862.50 | ||
| 701-10-I-1 | reinforced concrete pipe (extension)(610 mm) | 0.8 | ln m | 1,100.00 | 880.00 | 400.00 | 320.00 | 3,000.00 | 2,400.00 | ||
| 702-07-A | cross drain safety end (type 1) | 2 | ea | 1,770.00 | 3,540.00 | 1,300.00 | 2,600.00 | 2,500.00 | 5,000.00 | ||
| 702-08-A | side drain safety end (type 1) | 2 | ea | 1,770.00 | 3,540.00 | 1,300.00 | 2,600.00 | 2,500.00 | 5,000.00 | ||
| 702-08-B | side drain safety end (type 2) | 1 | ea | 3,000.00 | 3,000.00 | 2,300.00 | 2,300.00 | 3,500.00 | 3,500.00 | ||
| 704-03 | blocked out guard rail | 91.44 | ln m | 56.15 | 5,134.35 | 55.00 | 5,029.20 | 65.00 | 5,943.60 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 194.40 | 5,925.31 | 140.00 | 4,267.20 | 170.00 | 5,181.60 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 2,160.00 | 8,640.00 | 1,750.00 | 7,000.00 | 2,000.00 | 8,000.00 | ||
| 705-01 | barbed wire fence | 797 | ln m | 5.95 | 4,742.15 | 6.50 | 5,180.50 | 17.50 | 13,947.50 | ||
| 705-02 | combination mesh & barbed wire fence | 164.0 | ln m | 6.75 | 1,107.00 | 7.25 | 1,189.00 | 25.00 | 4,100.00 | ||
| 705-04 | single swinging driveway gates | 3 | ea | 435.00 | 1,305.00 | 450.00 | 1,350.00 | 1,000.00 | 3,000.00 | ||
| 708-01 | right-of-way monument | 20 | ea | 185.00 | 3,700.00 | 200.00 | 4,000.00 | 385.00 | 7,700.00 | ||
| 708-02 | right-of-way monument witness post | 20 | ea | 170.00 | 3,400.00 | 200.00 | 4,000.00 | 385.00 | 7,700.00 | ||
| 712-04 | flexible revetment | 469 | sq m | 64.20 | 30,109.80 | 55.00 | 25,795.00 | 65.00 | 30,485.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 16,500.00 | 16,500.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | ||
| 717-01 | seeding | 57 | kg | 26.25 | 1,496.25 | 25.00 | 1,425.00 | 25.00 | 1,425.00 | ||
| 718-01 | fertilizer | 1,891 | kg | 0.80 | 1,512.80 | 0.75 | 1,418.25 | 1.00 | 1,891.00 | ||
| 726-01 | bedding material | 225.1 | cu m | 98.00 | 22,059.80 | 20.00 | 4,502.00 | 80.00 | 18,008.00 | ||
| 727-01 | mobilization | lump | lump | 129,000.00 | 129,000.00 | 150,000.00 | 150,000.00 | 250,000.00 | 250,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 85.00 | 340.00 | 70.00 | 280.00 | 100.00 | 400.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 176 | ea | 13.00 | 2,288.00 | 15.00 | 2,640.00 | 16.00 | 2,816.00 | ||
| 731-02 | reflectorized raised pavement markers | 51 | ea | 6.50 | 331.50 | 8.00 | 408.00 | 10.00 | 510.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 1.285 | km | 1,250.00 | 1,606.25 | 2,000.00 | 2,570.00 | 2,500.00 | 3,212.50 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.560 | km | 837.00 | 468.72 | 1,500.00 | 840.00 | 1,500.00 | 840.00 | ||
| 735-01 | mailboxes | 2 | ea | 11.00 | 22.00 | 2.00 | 4.00 | 100.00 | 200.00 | ||
| 735-02 | mailbox supports (single) | 2 | ea | 190.00 | 380.00 | 175.00 | 350.00 | 100.00 | 200.00 | ||
| 740-01 | construction layout | lump | lump | 32,000.00 | 32,000.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | ||
| 744-01 | traffic control management | lump | lump | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 | ||
| 804-01-D | precast concrete piles (450 mm) | 2,100.0 | ln m | 164.65 | 345,765.00 | 185.00 | 388,500.00 | 202.00 | 424,200.00 | ||
| 804-12 | loading permanent piles | 1 | ea | 3,000.00 | 3,000.00 | 100.00 | 100.00 | 1.00 | 1.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 15.74 | cu m | 1,745.00 | 27,466.30 | 850.00 | 13,379.00 | 2,600.00 | 40,924.00 | ||
| 805-01-F | class a concrete (bents) | 115.10 | cu m | 740.00 | 85,174.00 | 800.00 | 92,080.00 | 750.00 | 86,325.00 | ||
| 805-03 | class aa concrete | 534.47 | cu m | 455.00 | 243,183.85 | 550.00 | 293,958.50 | 685.00 | 366,111.95 | ||
| 805-12-H-01 | reinforced concrete box culverts (2134 mm x 1219 mm) | 128.00 | ln m | 1,150.00 | 147,200.00 | 1,660.00 | 212,480.00 | 2,000.00 | 256,000.00 | ||
| 806-01 | deformed reinforcing steel | 65,107 | kg | 1.63 | 106,124.41 | 1.65 | 107,426.55 | 1.85 | 120,447.95 | ||
| 810-01 | concrete railing | 228.00 | ln m | 127.00 | 28,956.00 | 150.00 | 34,200.00 | 180.00 | 41,040.00 | ||
| 813-01 | concrete approach slabs | 295.20 | sq m | 178.00 | 52,545.60 | 170.00 | 50,184.00 | 195.00 | 57,564.00 | ||
| CONTRACTOR TOTAL | 1,849,901.86 | 2,037,334.07 | 2,487,901.10 | ||||||||