| |||
| DBE GOAL FED | |||
| Lead Project: 056-03-0024 | |||
| Parish: ST MARTIN | |||
| Routes: LA 31 | |||
| Description: RUTH CANAL BRIDGE | |||
| Type Const:
grading, lime treatment, class ii base course, superpave asphaltic concrete pavement, precast prestressed concrete girder span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $1,410,724.25 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,437,052.12 |
| 3 | 00060 | F. MILLER & SONS, LLC | $1,588,057.98 |
| 4 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $1,621,440.68 |
| 5 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $1,686,778.78 |
| 6 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,697,818.90 |
| 7 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,770,650.35 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - F. MILLER & SONS, LLC |
- 4 - KOSTMAYER CONSTRUCTION, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 6,000.00 | 6,000.00 | 50,000.00 | 50,000.00 | 24,000.00 | 24,000.00 | 7,000.00 | 7,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 8,400.00 | 8,400.00 | 2,500.00 | 2,500.00 |
| 202-02-A | removal of bridges, (sta. 1+302.6,8.3m x 40.5m conc. deck on timber piles) |
1 | ea | 16,000.00 | 16,000.00 | 30,000.00 | 30,000.00 | 55,000.00 | 55,000.00 | 16,000.00 | 16,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 2,076.0 | sq m | 5.00 | 10,380.00 | 3.00 | 6,228.00 | 6.00 | 12,456.00 | 7.00 | 14,532.00 |
| 203-01 | general excavation | 1,388 | cu m | 8.00 | 11,104.00 | 5.00 | 6,940.00 | 7.00 | 9,716.00 | 5.00 | 6,940.00 |
| 203-02 | drainage excavation | 1,790 | cu m | 8.00 | 14,320.00 | 8.00 | 14,320.00 | 14.00 | 25,060.00 | 13.00 | 23,270.00 |
| 203-04 | embankment | 672 | cu m | 18.00 | 12,096.00 | 18.00 | 12,096.00 | 11.00 | 7,392.00 | 15.00 | 10,080.00 |
| 204-02 | temporary hay or straw bales | 20 | ea | 10.00 | 200.00 | 8.00 | 160.00 | 5.00 | 100.00 | 10.00 | 200.00 |
| 204-05-A | temporary sediment check dams (hay) | 2 | ea | 100.00 | 200.00 | 125.00 | 250.00 | 67.00 | 134.00 | 100.00 | 200.00 |
| 204-06 | temporary silt fencing | 538 | ln m | 5.00 | 2,690.00 | 4.00 | 2,152.00 | 6.00 | 3,228.00 | 5.00 | 2,690.00 |
| 302-02-B-01 | class ii base course (crushed stone or recycle pccp) (220 mm thick ) |
2,199.4 | sq m | 21.00 | 46,187.40 | 16.00 | 35,190.40 | 16.00 | 35,190.40 | 19.00 | 41,788.60 |
| 304-01 | lime | 15.86 | Mg | 225.00 | 3,568.50 | 110.00 | 1,744.60 | 164.00 | 2,601.04 | 130.00 | 2,061.80 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 1,049 | sq m | 14.00 | 14,686.00 | 4.00 | 4,196.00 | 2.50 | 2,622.50 | 4.50 | 4,720.50 |
| 401-01 | aggregate surface course (net section) | 62.4 | cu m | 85.00 | 5,304.00 | 75.00 | 4,680.00 | 96.00 | 5,990.40 | 85.00 | 5,304.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | cu m | 80.00 | 8,000.00 | 100.00 | 10,000.00 | 74.00 | 7,400.00 | 100.00 | 10,000.00 |
| 502-01-A | superpave asphaltic concrete (level 1) | 628.2 | Mg | 65.00 | 40,833.00 | 74.00 | 46,486.80 | 56.00 | 35,179.20 | 145.00 | 91,089.00 |
| 502-01-A-01 | superpave asphaltic conc wearing course (level 1f) | 324.0 | Mg | 65.00 | 21,060.00 | 82.00 | 26,568.00 | 56.00 | 18,144.00 | 145.00 | 46,980.00 |
| 701-05-G | side drain pipe (450 mm) | 50.2 | ln m | 118.00 | 5,923.60 | 200.00 | 10,040.00 | 76.00 | 3,815.20 | 110.00 | 5,522.00 |
| 701-05-I | side drain pipe (600 mm) | 20.3 | ln m | 185.00 | 3,755.50 | 300.00 | 6,090.00 | 149.00 | 3,024.70 | 130.00 | 2,639.00 |
| 702-08-A | side drain safety end (type 1) | 8 | ea | 1,200.00 | 9,600.00 | 1,200.00 | 9,600.00 | 1,000.00 | 8,000.00 | 1,700.00 | 13,600.00 |
| 704-03 | blocked out guard rail | 177.17 | ln m | 55.00 | 9,744.35 | 49.00 | 8,681.33 | 50.00 | 8,858.50 | 61.00 | 10,807.37 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 140.00 | 4,267.20 | 148.00 | 4,511.04 | 154.00 | 4,693.92 | 155.00 | 4,724.40 |
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 1,600.00 | 6,400.00 | 1,750.00 | 7,000.00 | 1,800.00 | 7,200.00 | 1,900.00 | 7,600.00 |
| 708-01 | right-of-way monument | 12 | ea | 400.00 | 4,800.00 | 150.00 | 1,800.00 | 300.00 | 3,600.00 | 100.00 | 1,200.00 |
| 708-02 | right-of-way monument witness post | 12 | ea | 400.00 | 4,800.00 | 150.00 | 1,800.00 | 300.00 | 3,600.00 | 100.00 | 1,200.00 |
| 712-04 | flexible revetment | 865 | sq m | 55.00 | 47,575.00 | 50.00 | 43,250.00 | 50.00 | 43,250.00 | 65.00 | 56,225.00 |
| 713-01 | temporary signs & barricades | lump | lump | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 56,800.00 | 56,800.00 | 13,000.00 | 13,000.00 |
| 714-02 | water | 77 | cu m | 1.00 | 77.00 | 3.00 | 231.00 | 3.00 | 231.00 | 5.00 | 385.00 |
| 717-01 | seeding | 37 | kg | 20.00 | 740.00 | 23.00 | 851.00 | 23.00 | 851.00 | 33.00 | 1,221.00 |
| 718-01 | fertilizer | 913 | kg | 1.10 | 1,004.30 | 1.00 | 913.00 | 1.30 | 1,186.90 | 2.00 | 1,826.00 |
| 722-01 | project site laboratory | 1 | ea | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 17,400.00 | 17,400.00 | 8,000.00 | 8,000.00 |
| 725-01 | temporary detour roads | 464.3 | ln m | 378.00 | 175,505.40 | 380.00 | 176,434.00 | 365.00 | 169,469.50 | 382.00 | 177,362.60 |
| 725-03 | temporary detour bridging | 78.00 | ln m | 2,200.00 | 171,600.00 | 3,000.00 | 234,000.00 | 3,910.00 | 304,980.00 | 2,800.00 | 218,400.00 |
| 727-01 | mobilization | lump | lump | 80,000.00 | 80,000.00 | 110,000.00 | 110,000.00 | 100,000.00 | 100,000.00 | 105,000.00 | 105,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | ea | 65.00 | 260.00 | 70.00 | 280.00 | 73.00 | 292.00 | 75.00 | 300.00 |
| 731-02 | reflectorized raised pavement markers | 28 | ea | 20.00 | 560.00 | 7.00 | 196.00 | 16.00 | 448.00 | 17.00 | 476.00 |
| 732-01-A | plastic pavement striping (100 mm width) | 658 | ln m | 4.25 | 2,796.50 | 2.00 | 1,316.00 | 4.10 | 2,697.80 | 4.00 | 2,632.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.084 | km | 2,500.00 | 210.00 | 2,900.00 | 243.60 | 1,900.00 | 159.60 | 3,300.00 | 277.20 |
| 735-01 | mailboxes | 10 | ea | 50.00 | 500.00 | 75.00 | 750.00 | 10.00 | 100.00 | 17.00 | 170.00 |
| 735-02 | mailbox supports (single) | 10 | ea | 100.00 | 1,000.00 | 150.00 | 1,500.00 | 155.00 | 1,550.00 | 130.00 | 1,300.00 |
| 740-01 | construction layout | lump | lump | 18,000.00 | 18,000.00 | 12,000.00 | 12,000.00 | 108,000.00 | 108,000.00 | 15,000.00 | 15,000.00 |
| 804-01-F | precast concrete piles (600 mm) | 585.6 | ln m | 275.00 | 161,040.00 | 200.00 | 117,120.00 | 200.70 | 117,529.92 | 400.00 | 234,240.00 |
| 804-05 | precast concrete test piles | 1 | ea | 22,000.00 | 22,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 |
| 804-09 | loading test piles | 1 | ea | 1.00 | 1.00 | 7,000.00 | 7,000.00 | 28,000.00 | 28,000.00 | 1.00 | 1.00 |
| 804-10 | reloading test piles | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 804-11 | redriving test piles | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 804-17 | dynamic monitoring | 3 | ea | 2,500.00 | 7,500.00 | 750.00 | 2,250.00 | 600.00 | 1,800.00 | 2,200.00 | 6,600.00 |
| 805-01-F | class a concrete (bents) | 64.15 | cu m | 950.00 | 60,942.50 | 600.00 | 38,490.00 | 566.00 | 36,308.90 | 700.00 | 44,905.00 |
| 805-03 | class aa concrete | 173.05 | cu m | 600.00 | 103,830.00 | 525.00 | 90,851.25 | 427.00 | 73,892.35 | 700.00 | 121,135.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 474.00 | ln m | 235.00 | 111,390.00 | 275.00 | 130,350.00 | 172.00 | 81,528.00 | 299.00 | 141,726.00 |
| 805-11 | strip seal joints | 24.00 | ln m | 350.00 | 8,400.00 | 350.00 | 8,400.00 | 272.00 | 6,528.00 | 325.00 | 7,800.00 |
| 806-01 | deformed reinforcing steel | 26,313 | kg | 2.00 | 52,626.00 | 1.70 | 44,732.10 | 1.55 | 40,785.15 | 1.85 | 48,679.05 |
| 807-06 | structural metalwork | lump | lump | 9,500.00 | 9,500.00 | 8,000.00 | 8,000.00 | 8,500.00 | 8,500.00 | 13,000.00 | 13,000.00 |
| 810-01 | concrete railing (barrier) | 120.00 | ln m | 140.00 | 16,800.00 | 100.00 | 12,000.00 | 104.00 | 12,480.00 | 140.00 | 16,800.00 |
| 813-01 | concrete approach slabs | 295.20 | sq m | 220.00 | 64,944.00 | 175.00 | 51,660.00 | 170.00 | 50,184.00 | 85.80 | 25,328.16 |
| S-101 | dynamic analysis | 3 | each | 1,000.00 | 3,000.00 | 800.00 | 2,400.00 | 800.00 | 2,400.00 | 3,000.00 | 9,000.00 |
| CONTRACTOR TOTAL | 1,410,724.25 | 1,437,052.12 | 1,588,057.98 | 1,621,440.68 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - SHAVERS-WHITTLE CONSTRUCTION INC |
- 6 - GILCHRIST CONSTRUCTION CO. LLC |
- 7 - BOH BROS. CONSTRUCTION CO., LLC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 7,500.00 | 7,500.00 | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 | ||
| 202-02-A | removal of bridges, (sta. 1+302.6,8.3m x 40.5m conc. deck on timber piles) |
1 | ea | 80,000.00 | 80,000.00 | 60,000.00 | 60,000.00 | 65,000.00 | 65,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 2,076.0 | sq m | 5.00 | 10,380.00 | 5.00 | 10,380.00 | 5.25 | 10,899.00 | ||
| 203-01 | general excavation | 1,388 | cu m | 8.00 | 11,104.00 | 6.60 | 9,160.80 | 8.00 | 11,104.00 | ||
| 203-02 | drainage excavation | 1,790 | cu m | 14.00 | 25,060.00 | 8.50 | 15,215.00 | 13.00 | 23,270.00 | ||
| 203-04 | embankment | 672 | cu m | 16.00 | 10,752.00 | 20.00 | 13,440.00 | 23.00 | 15,456.00 | ||
| 204-02 | temporary hay or straw bales | 20 | ea | 8.00 | 160.00 | 32.00 | 640.00 | 11.00 | 220.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 2 | ea | 125.00 | 250.00 | 198.00 | 396.00 | 185.00 | 370.00 | ||
| 204-06 | temporary silt fencing | 538 | ln m | 4.00 | 2,152.00 | 7.00 | 3,766.00 | 4.60 | 2,474.80 | ||
| 302-02-B-01 | class ii base course (crushed stone or recycle pccp) (220 mm thick ) |
2,199.4 | sq m | 18.00 | 39,589.20 | 14.00 | 30,791.60 | 17.00 | 37,389.80 | ||
| 304-01 | lime | 15.86 | Mg | 165.00 | 2,616.90 | 165.00 | 2,616.90 | 130.00 | 2,061.80 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 1,049 | sq m | 2.50 | 2,622.50 | 4.00 | 4,196.00 | 2.50 | 2,622.50 | ||
| 401-01 | aggregate surface course (net section) | 62.4 | cu m | 58.00 | 3,619.20 | 47.00 | 2,932.80 | 80.00 | 4,992.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | cu m | 35.00 | 3,500.00 | 45.00 | 4,500.00 | 80.00 | 8,000.00 | ||
| 502-01-A | superpave asphaltic concrete (level 1) | 628.2 | Mg | 65.00 | 40,833.00 | 80.00 | 50,256.00 | 62.00 | 38,948.40 | ||
| 502-01-A-01 | superpave asphaltic conc wearing course (level 1f) | 324.0 | Mg | 65.00 | 21,060.00 | 85.00 | 27,540.00 | 66.00 | 21,384.00 | ||
| 701-05-G | side drain pipe (450 mm) | 50.2 | ln m | 120.00 | 6,024.00 | 120.00 | 6,024.00 | 182.00 | 9,136.40 | ||
| 701-05-I | side drain pipe (600 mm) | 20.3 | ln m | 185.00 | 3,755.50 | 160.00 | 3,248.00 | 274.00 | 5,562.20 | ||
| 702-08-A | side drain safety end (type 1) | 8 | ea | 250.00 | 2,000.00 | 1,200.00 | 9,600.00 | 1,475.00 | 11,800.00 | ||
| 704-03 | blocked out guard rail | 177.17 | ln m | 54.00 | 9,567.18 | 50.00 | 8,858.50 | 60.30 | 10,683.35 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 135.00 | 4,114.80 | 150.00 | 4,572.00 | 155.00 | 4,724.40 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 1,700.00 | 6,800.00 | 1,800.00 | 7,200.00 | 1,800.00 | 7,200.00 | ||
| 708-01 | right-of-way monument | 12 | ea | 60.00 | 720.00 | 200.00 | 2,400.00 | 90.00 | 1,080.00 | ||
| 708-02 | right-of-way monument witness post | 12 | ea | 60.00 | 720.00 | 200.00 | 2,400.00 | 90.00 | 1,080.00 | ||
| 712-04 | flexible revetment | 865 | sq m | 58.00 | 50,170.00 | 55.00 | 47,575.00 | 40.00 | 34,600.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | ||
| 714-02 | water | 77 | cu m | 2.50 | 192.50 | 5.00 | 385.00 | 12.00 | 924.00 | ||
| 717-01 | seeding | 37 | kg | 22.50 | 832.50 | 35.00 | 1,295.00 | 51.00 | 1,887.00 | ||
| 718-01 | fertilizer | 913 | kg | 1.25 | 1,141.25 | 0.60 | 547.80 | 1.20 | 1,095.60 | ||
| 722-01 | project site laboratory | 1 | ea | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | ||
| 725-01 | temporary detour roads | 464.3 | ln m | 725.00 | 336,617.50 | 390.00 | 181,077.00 | 531.00 | 246,543.30 | ||
| 725-03 | temporary detour bridging | 78.00 | ln m | 2,600.00 | 202,800.00 | 4,800.00 | 374,400.00 | 4,733.00 | 369,174.00 | ||
| 727-01 | mobilization | lump | lump | 65,000.00 | 65,000.00 | 140,000.00 | 140,000.00 | 174,000.00 | 174,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 75.00 | 300.00 | 80.00 | 320.00 | 80.00 | 320.00 | ||
| 731-02 | reflectorized raised pavement markers | 28 | ea | 15.00 | 420.00 | 8.00 | 224.00 | 16.50 | 462.00 | ||
| 732-01-A | plastic pavement striping (100 mm width) | 658 | ln m | 4.50 | 2,961.00 | 2.50 | 1,645.00 | 4.40 | 2,895.20 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.084 | km | 1,800.00 | 151.20 | 3,200.00 | 268.80 | 2,100.00 | 176.40 | ||
| 735-01 | mailboxes | 10 | ea | 45.00 | 450.00 | 23.00 | 230.00 | 50.00 | 500.00 | ||
| 735-02 | mailbox supports (single) | 10 | ea | 45.00 | 450.00 | 160.00 | 1,600.00 | 120.00 | 1,200.00 | ||
| 740-01 | construction layout | lump | lump | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | ||
| 804-01-F | precast concrete piles (600 mm) | 585.6 | ln m | 280.00 | 163,968.00 | 205.00 | 120,048.00 | 189.00 | 110,678.40 | ||
| 804-05 | precast concrete test piles | 1 | ea | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 17,000.00 | 17,000.00 | ||
| 804-09 | loading test piles | 1 | ea | 1,000.00 | 1,000.00 | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | ||
| 804-10 | reloading test piles | 1 | ea | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 2,500.00 | 2,500.00 | ||
| 804-11 | redriving test piles | 1 | ea | 1.00 | 1.00 | 3,000.00 | 3,000.00 | 1,500.00 | 1,500.00 | ||
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | ||
| 804-17 | dynamic monitoring | 3 | ea | 500.00 | 1,500.00 | 3,000.00 | 9,000.00 | 2,000.00 | 6,000.00 | ||
| 805-01-F | class a concrete (bents) | 64.15 | cu m | 1,000.00 | 64,150.00 | 750.00 | 48,112.50 | 850.00 | 54,527.50 | ||
| 805-03 | class aa concrete | 173.05 | cu m | 850.00 | 147,092.50 | 700.00 | 121,135.00 | 710.00 | 122,865.50 | ||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 474.00 | ln m | 185.00 | 87,690.00 | 200.00 | 94,800.00 | 175.00 | 82,950.00 | ||
| 805-11 | strip seal joints | 24.00 | ln m | 350.00 | 8,400.00 | 400.00 | 9,600.00 | 345.00 | 8,280.00 | ||
| 806-01 | deformed reinforcing steel | 26,313 | kg | 1.85 | 48,679.05 | 1.40 | 36,838.20 | 1.60 | 42,100.80 | ||
| 807-06 | structural metalwork | lump | lump | 8,000.00 | 8,000.00 | 6,200.00 | 6,200.00 | 9,500.00 | 9,500.00 | ||
| 810-01 | concrete railing (barrier) | 120.00 | ln m | 175.00 | 21,000.00 | 210.00 | 25,200.00 | 110.00 | 13,200.00 | ||
| 813-01 | concrete approach slabs | 295.20 | sq m | 175.00 | 51,660.00 | 170.00 | 50,184.00 | 185.00 | 54,612.00 | ||
| S-101 | dynamic analysis | 3 | each | 750.00 | 2,250.00 | 3,000.00 | 9,000.00 | 900.00 | 2,700.00 | ||
| CONTRACTOR TOTAL | 1,686,778.78 | 1,697,818.90 | 1,770,650.35 | ||||||||