| |||
| DBE GOAL FED | |||
| Lead Project: 066-02-0017 | |||
| Parish: VERNON | |||
| Routes: LA 10 | |||
| Description: FORT POLK - CRAVENS | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $9,792,832.60 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $10,522,247.11 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $10,605,206.34 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $10,636,141.15 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - 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 | 150,000.00 | 150,000.00 | 170,000.00 | 170,000.00 | 385,000.00 | 385,000.00 | 225,000.00 | 225,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-01 | removal of bridge (sta. 10+657.55; 7.75 m x 58.20 m timber bridge) |
1 | ea | 22,000.00 | 22,000.00 | 27,000.00 | 27,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-02 | removal of bridge (sta. 20+317.66; 7.14 m x 23.80 m timber bridge) |
1 | ea | 8,500.00 | 8,500.00 | 17,000.00 | 17,000.00 | 6,000.00 | 6,000.00 | 9,000.00 | 9,000.00 |
| 202-02-A-03 | removal of bridge (sta. 20+430.00; 7.10 m x 34.40 m timber bridge) |
1 | ea | 25,000.00 | 25,000.00 | 22,000.00 | 22,000.00 | 9,000.00 | 9,000.00 | 12,000.00 | 12,000.00 |
| 202-02-A-04 | removal of bridge (sta. 40+307.88; 8.53 m x 46.60 m precast concrete bridge ) |
1 | ea | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 13,000.00 | 13,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-05 | removal of bridge (sta. 40+408.65; 7.00 m x 75.59 m timber bridge) |
1 | ea | 30,000.00 | 30,000.00 | 32,000.00 | 32,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-06 | removal of bridge (sta. 40+791.26; 7.01 m x 99.10 m timber bridge) |
1 | ea | 40,000.00 | 40,000.00 | 42,000.00 | 42,000.00 | 28,000.00 | 28,000.00 | 30,000.00 | 30,000.00 |
| 202-02-A-07 | removal of bridge (sta. 10+559.79; 7.68 m x 23.80 m timber bridge) |
1 | ea | 8,500.00 | 8,500.00 | 17,000.00 | 17,000.00 | 7,000.00 | 7,000.00 | 9,000.00 | 9,000.00 |
| 202-02-A-08 | removal of bridge (sta. 11+290.89; 7.68 m x 12.30 m timber bridge) |
1 | ea | 8,500.00 | 8,500.00 | 17,000.00 | 17,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 202-02-A-09 | removal of bridge (sta. 30+303.63; 7.76 m x 17.80 m timber bridge) |
1 | ea | 8,500.00 | 8,500.00 | 17,000.00 | 17,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 202-02-D | removal of concrete walks & drives | 121 | sq m | 8.00 | 968.00 | 10.00 | 1,210.00 | 10.00 | 1,210.00 | 10.00 | 1,210.00 |
| 202-02-I | removal of base and surfacing | 13,762 | sq m | 5.00 | 68,810.00 | 8.00 | 110,096.00 | 3.50 | 48,167.00 | 3.00 | 41,286.00 |
| 202-02-J | removal of 6m x 18m wood and tin building (lt. of sta. 40+186.97) |
1 | ea | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 202-02-K | removal of aband.underground storage tanks, pump island, noncontaminated soils and fluids(parcel 11-1,approx. 40+198) |
lump | lump | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | 3,500.00 | 3,500.00 | 40,000.00 | 40,000.00 |
| 203-01 | general excavation | 17,959 | cu m | 7.50 | 134,692.50 | 6.00 | 107,754.00 | 5.00 | 89,795.00 | 5.00 | 89,795.00 |
| 203-02 | drainage excavation | 19,150 | cu m | 8.25 | 157,987.50 | 7.00 | 134,050.00 | 8.00 | 153,200.00 | 6.00 | 114,900.00 |
| 203-03 | muck excavation | 332 | cu m | 15.00 | 4,980.00 | 20.00 | 6,640.00 | 20.00 | 6,640.00 | 10.00 | 3,320.00 |
| 203-04 | embankment | 31,199 | cu m | 15.00 | 467,985.00 | 8.00 | 249,592.00 | 10.00 | 311,990.00 | 9.00 | 280,791.00 |
| 204-05-A | temporary sediment check dams (hay) | 16 | ea | 100.00 | 1,600.00 | 70.00 | 1,120.00 | 115.00 | 1,840.00 | 100.00 | 1,600.00 |
| 204-06 | temporary silt fencing | 3,000 | ln m | 2.00 | 6,000.00 | 6.00 | 18,000.00 | 4.20 | 12,600.00 | 6.00 | 18,000.00 |
| 302-01 | class ii base course | 5,556.3 | cu m | 90.00 | 500,067.00 | 65.00 | 361,159.50 | 85.00 | 472,285.50 | 80.00 | 444,504.00 |
| 304-01 | lime | 83.16 | Mg | 150.00 | 12,474.00 | 200.00 | 16,632.00 | 140.00 | 11,642.40 | 135.00 | 11,226.60 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 5,500 | sq m | 5.00 | 27,500.00 | 4.00 | 22,000.00 | 1.50 | 8,250.00 | 2.50 | 13,750.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
24 | cu m | 100.00 | 2,400.00 | 100.00 | 2,400.00 | 75.00 | 1,800.00 | 100.00 | 2,400.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 400.0 | cu m | 50.00 | 20,000.00 | 30.00 | 12,000.00 | 35.00 | 14,000.00 | 40.00 | 16,000.00 |
| 502-01 | superpave asphaltic concrete | 9,068.2 | Mg | 75.00 | 680,115.00 | 73.00 | 661,978.60 | 75.00 | 680,115.00 | 81.00 | 734,524.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
7.0 | Mg | 150.00 | 1,050.00 | 225.00 | 1,575.00 | 250.00 | 1,750.00 | 500.00 | 3,500.00 |
| 509-01 | cold planing asphaltic pavement | 478 | sq m | 12.00 | 5,736.00 | 10.00 | 4,780.00 | 6.00 | 2,868.00 | 50.00 | 23,900.00 |
| 509-02 | contractor retained reclaimed asphalt pavement | - 6 | cu m | 1.00 | - 6.00 | 0.01 | - 0.06 | 0.01 | - 0.06 | 1.00 | - 6.00 |
| 701-01-I/M | cross drain pipe (600 mm rcp/pcp or 900 mm cmp) | 27.0 | ln m | 225.00 | 6,075.00 | 190.00 | 5,130.00 | 250.00 | 6,750.00 | 105.00 | 2,835.00 |
| 701-01-P/Q | cross drain pipe (1350 mm rcp/pcp or 1500 mm cmp) | 128.5 | ln m | 550.00 | 70,675.00 | 450.00 | 57,825.00 | 500.00 | 64,250.00 | 350.00 | 44,975.00 |
| 701-01-S/U | cross drain pipe (1800 mm rcp/pcp or 2100 mm cmp) | 99.0 | ln m | 950.00 | 94,050.00 | 800.00 | 79,200.00 | 750.00 | 74,250.00 | 465.00 | 46,035.00 |
| 701-02-J/L | cross drain pipe arch (1500 mm equiv. rcpa or 1800 mm equiv. cmpa) |
102.0 | ln m | 675.00 | 68,850.00 | 650.00 | 66,300.00 | 600.00 | 61,200.00 | 415.00 | 42,330.00 |
| 701-05-G | side drain pipe (450 mm) | 22.5 | ln m | 200.00 | 4,500.00 | 150.00 | 3,375.00 | 145.00 | 3,262.50 | 75.00 | 1,687.50 |
| 701-05-I | side drain pipe (600 mm) | 22.5 | ln m | 250.00 | 5,625.00 | 180.00 | 4,050.00 | 165.00 | 3,712.50 | 135.00 | 3,037.50 |
| 702-05-A | cross drain end treatment (1x600 mm rcp or 900 mm cmp) | 2 | ea | 2,500.00 | 5,000.00 | 1,800.00 | 3,600.00 | 1,200.00 | 2,400.00 | 2,000.00 | 4,000.00 |
| 702-05-B | cross drain end treatment (1x1350 mm rcp or 1500 mm cmp) |
2 | ea | 3,500.00 | 7,000.00 | 2,200.00 | 4,400.00 | 2,300.00 | 4,600.00 | 2,000.00 | 4,000.00 |
| 702-05-C | cross drain end treatment (3x1350 mm rcp or 1500 mm cmp) |
2 | ea | 3,500.00 | 7,000.00 | 2,600.00 | 5,200.00 | 4,700.00 | 9,400.00 | 3,000.00 | 6,000.00 |
| 702-05-D | cross drain end treatment (4x1500 mm eq rcp or 1800 mm eq cmpa) |
2 | ea | 9,000.00 | 18,000.00 | 6,800.00 | 13,600.00 | 5,000.00 | 10,000.00 | 4,500.00 | 9,000.00 |
| 702-05-E | cross drain end treatment (1x1800 mm rcp or 2100 mm cmp) |
2 | ea | 6,500.00 | 13,000.00 | 3,800.00 | 7,600.00 | 3,500.00 | 7,000.00 | 2,800.00 | 5,600.00 |
| 702-05-F | cross drain end treatment (2x1800 mm rcp or 2100 mm cmp) |
2 | ea | 8,000.00 | 16,000.00 | 6,000.00 | 12,000.00 | 4,700.00 | 9,400.00 | 4,000.00 | 8,000.00 |
| 704-03 | blocked out guard rail | 518.16 | ln m | 55.00 | 28,498.80 | 49.22 | 25,503.83 | 65.00 | 33,680.40 | 55.00 | 28,498.80 |
| 704-08-B | guard rail transitions (double thrie beam) | 152.40 | ln m | 200.00 | 30,480.00 | 170.00 | 25,908.00 | 155.00 | 23,622.00 | 185.00 | 28,194.00 |
| 704-11-A | guard rail end treatment (flared) | 16 | ea | 2,000.00 | 32,000.00 | 1,800.00 | 28,800.00 | 2,150.00 | 34,400.00 | 2,200.00 | 35,200.00 |
| 705-01 | barbed wire fence | 2,826 | ln m | 17.50 | 49,455.00 | 16.27 | 45,979.02 | 16.00 | 45,216.00 | 16.00 | 45,216.00 |
| 706-02-C | concrete drive (150 mm thick) | 74.3 | sq m | 60.00 | 4,458.00 | 65.00 | 4,829.50 | 55.00 | 4,086.50 | 50.00 | 3,715.00 |
| 708-01 | right-of-way monument | 81 | ea | 300.00 | 24,300.00 | 150.00 | 12,150.00 | 100.00 | 8,100.00 | 150.00 | 12,150.00 |
| 708-02 | right-of-way monument witness post | 81 | ea | 300.00 | 24,300.00 | 150.00 | 12,150.00 | 100.00 | 8,100.00 | 150.00 | 12,150.00 |
| 712-04 | flexible revetment | 2,798 | sq m | 60.00 | 167,880.00 | 54.00 | 151,092.00 | 45.00 | 125,910.00 | 45.00 | 125,910.00 |
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | 175,000.00 | 175,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 713-04-A | temporary pavement markings (broken line)(100 mm w) (1.2 m length) |
2.580 | km | 800.00 | 2,064.00 | 250.00 | 645.00 | 350.00 | 903.00 | FREE | FREE |
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 16.762 | km | 500.00 | 8,381.00 | 300.00 | 5,028.60 | 300.00 | 5,028.60 | 550.00 | 9,219.10 |
| 713-07 | temporary reflectorized raised pavement markers | 275 | ea | 2.00 | 550.00 | 1.50 | 412.50 | 6.00 | 1,650.00 | 7.50 | 2,062.50 |
| 716-01-A | mulch (vegetative) | 7.3 | hctr | 1,500.00 | 10,950.00 | 1,380.00 | 10,074.00 | 1,700.00 | 12,410.00 | 3,000.00 | 21,900.00 |
| 717-01 | seeding | 490 | kg | 15.00 | 7,350.00 | 13.48 | 6,605.20 | 15.00 | 7,350.00 | 15.00 | 7,350.00 |
| 718-01 | fertilizer | 16,322 | kg | 0.65 | 10,609.30 | 0.60 | 9,793.20 | 0.55 | 8,977.10 | 0.50 | 8,161.00 |
| 720-01-A | erosion control system, slpoe protection (type a) | 900 | sq m | 1.40 | 1,260.00 | 1.25 | 1,125.00 | 1.80 | 1,620.00 | 1.40 | 1,260.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 450 | sq m | 1.40 | 630.00 | 1.25 | 562.50 | 3.60 | 1,620.00 | 3.00 | 1,350.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 450 | sq m | 1.75 | 787.50 | 1.50 | 675.00 | 3.60 | 1,620.00 | 3.00 | 1,350.00 |
| 722-01 | project site laboratory | 1 | ea | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 724-01-B | pavement patching (300 mm minimum thickness) | 100 | sq m | 150.00 | 15,000.00 | 85.00 | 8,500.00 | 145.00 | 14,500.00 | 75.00 | 7,500.00 |
| 724-02 | pavement widening | 83.7 | sq m | 100.00 | 8,370.00 | 65.00 | 5,440.50 | 155.00 | 12,973.50 | 75.00 | 6,277.50 |
| 725-01 | temporary detour roads | 2,682.9 | ln m | 450.00 | 1,207,305.00 | 500.00 | 1,341,450.00 | 570.00 | 1,529,253.00 | 685.00 | 1,837,786.50 |
| 725-03 | temporary detour bridging | 336.00 | ln m | 2,500.00 | 840,000.00 | 4,100.00 | 1,377,600.00 | 4,000.00 | 1,344,000.00 | 3,000.00 | 1,008,000.00 |
| 725-04 | low profile runaround | 1 | ea | 12,500.00 | 12,500.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | 87,000.00 | 87,000.00 |
| 726-01 | bedding material | 286.8 | cu m | 70.00 | 20,076.00 | 62.00 | 17,781.60 | 55.00 | 15,774.00 | 55.00 | 15,774.00 |
| 727-01 | mobilization | lump | lump | 900,000.00 | 900,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | 995,000.00 | 995,000.00 |
| 729-16-C | object marker assembly (type 3) | 20 | ea | 75.00 | 1,500.00 | 70.00 | 1,400.00 | 65.00 | 1,300.00 | 90.00 | 1,800.00 |
| 731-02 | reflectorized raised pavement markers | 277 | ea | 5.50 | 1,523.50 | 5.00 | 1,385.00 | 5.00 | 1,385.00 | 6.25 | 1,731.25 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 10.171 | km | 1,500.00 | 15,256.50 | 1,141.00 | 11,605.11 | 1,200.00 | 12,205.20 | 1,450.00 | 14,747.95 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 2.580 | km | 500.00 | 1,290.00 | 432.00 | 1,114.56 | 440.00 | 1,135.20 | 550.00 | 1,419.00 |
| 732-05 | removal of existing markings | 0.809 | km | 3,000.00 | 2,427.00 | 5,000.00 | 4,045.00 | 5,000.00 | 4,045.00 | 3,500.00 | 2,831.50 |
| 735-01 | mailboxes | 11 | ea | 20.00 | 220.00 | 1.00 | 11.00 | 10.00 | 110.00 | 100.00 | 1,100.00 |
| 735-02 | mailbox supports (single) | 11 | ea | 175.00 | 1,925.00 | 200.00 | 2,200.00 | 150.00 | 1,650.00 | 100.00 | 1,100.00 |
| 740-01 | construction layout | lump | lump | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 115,000.00 | 115,000.00 | 135,000.00 | 135,000.00 |
| 744-01 | traffic control management | lump | lump | 45,000.00 | 45,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 350.0 | ln m | 120.00 | 42,000.00 | 125.00 | 43,750.00 | 170.00 | 59,500.00 | 140.00 | 49,000.00 |
| 804-01-C | precast concrete piles (400 mm) | 3,497.5 | ln m | 140.00 | 489,650.00 | 140.00 | 489,650.00 | 180.00 | 629,550.00 | 178.00 | 622,555.00 |
| 804-01-F | precast concrete piles (600 mm) | 1,050.0 | ln m | 250.00 | 262,500.00 | 265.00 | 278,250.00 | 300.00 | 315,000.00 | 390.00 | 409,500.00 |
| 804-05 | precast concrete test piles | 2 | ea | 6,000.00 | 12,000.00 | 8,000.00 | 16,000.00 | 30,000.00 | 60,000.00 | 35,000.00 | 70,000.00 |
| 804-09 | loading test piles | 2 | ea | 15,000.00 | 30,000.00 | 15,000.00 | 30,000.00 | 5,000.00 | 10,000.00 | 1.00 | 2.00 |
| 804-10 | reloading test piles | 2 | ea | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 1,000.00 | 2,000.00 | 1.00 | 2.00 |
| 804-11 | redriving test piles | 2 | ea | 3,000.00 | 6,000.00 | 2,000.00 | 4,000.00 | 1,000.00 | 2,000.00 | 1.00 | 2.00 |
| 804-12 | loading permanent piles | 5 | ea | 2,000.00 | 10,000.00 | 2,000.00 | 10,000.00 | 3,500.00 | 17,500.00 | 1.00 | 5.00 |
| 804-17 | dynamic monitoring | 6 | each | 1,500.00 | 9,000.00 | 2,000.00 | 12,000.00 | 1,500.00 | 9,000.00 | 1,000.00 | 6,000.00 |
| 805-01-F | class a concrete (bents) | 433.66 | cu m | 725.00 | 314,403.50 | 750.00 | 325,245.00 | 700.00 | 303,562.00 | 650.00 | 281,879.00 |
| 805-03 | class aa concrete | 1,724.86 | cu m | 600.00 | 1,034,916.00 | 750.00 | 1,293,645.00 | 650.00 | 1,121,159.00 | 575.00 | 991,794.50 |
| 805-08-B | precast-prestressed concrete girders (type ii) | 1,158.30 | ln m | 250.00 | 289,575.00 | 275.00 | 318,532.50 | 215.00 | 249,034.50 | 315.00 | 364,864.50 |
| 805-11 | strip seal joints | 79.20 | ln m | 275.00 | 21,780.00 | 300.00 | 23,760.00 | 350.00 | 27,720.00 | 450.00 | 35,640.00 |
| 806-01 | deformed reinforcing steel | 234,705 | kg | 1.50 | 352,057.50 | 1.45 | 340,322.25 | 1.70 | 398,998.50 | 1.85 | 434,204.25 |
| 807-06 | structural metalwork | lump | lump | 13,500.00 | 13,500.00 | 13,500.00 | 13,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 810-01 | concrete railing (barrier) | 840.00 | ln m | 175.00 | 147,000.00 | 160.00 | 134,400.00 | 150.00 | 126,000.00 | 210.00 | 176,400.00 |
| 813-01 | concrete approach slabs | 968.40 | sq m | 175.00 | 169,470.00 | 188.00 | 182,059.20 | 200.00 | 193,680.00 | 195.00 | 188,838.00 |
| S-101 | dynamic analysis | 6 | each | 750.00 | 4,500.00 | 1,000.00 | 6,000.00 | 1,000.00 | 6,000.00 | 1,000.00 | 6,000.00 |
| CONTRACTOR TOTAL | 9,792,832.60 | 10,522,247.11 | 10,605,206.34 | 10,636,141.15 | |||||||