| |||
| DBE GOAL FED | |||
| Lead Project: 029-03-0029 | |||
| Parish: VERNON | |||
| Routes: LA 468 | |||
| Description: US 171 - LA 8 BRIDGES | |||
| Type Const:
grading, removal of bridges, drainage structures, lime treatment,class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $6,177,060.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $6,383,813.92 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $7,165,024.80 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $7,623,569.31 |
| 4 | 00060 | F. MILLER CONSTRUCTION LLC | $8,997,103.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - F. MILLER 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 | 300,000.00 | 300,000.00 | 250,000.00 | 250,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 3,000.00 | 3,000.00 |
| 202-02-A-01 | removal of bridge (sta 1+529.74; 7.10 m x 81.40 m timber bridge) |
1 | ea | 31,000.00 | 31,000.00 | 55,000.00 | 55,000.00 | 25,000.00 | 25,000.00 | 150,000.00 | 150,000.00 |
| 202-02-A-02 | removal of bridge (sta 2+036.63; 7.10 m x 17.57 m timber bridge) |
1 | ea | 18,000.00 | 18,000.00 | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 |
| 202-02-A-03 | removal of bridge (sta 3+271.87; 7.10 m x 14.03 m timber bridge) |
1 | ea | 18,000.00 | 18,000.00 | 17,000.00 | 17,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 |
| 202-02-A-04 | removal of bridge (sta 4+275.83; 7.10 m x 35.00 m timber bridge) |
1 | ea | 25,000.00 | 25,000.00 | 28,000.00 | 28,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 202-02-B | removal of concrete box culverts | 1 | ea | 7,000.00 | 7,000.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 |
| 202-02-D | removal of concrete walks & drives | 70 | sq m | 100.00 | 7,000.00 | 25.00 | 1,750.00 | 20.00 | 1,400.00 | 10.00 | 700.00 |
| 202-02-G | removal of surfacing & stabilized base | 13,104.4 | sq m | 3.50 | 45,865.40 | 6.00 | 78,626.40 | 6.00 | 78,626.40 | 9.00 | 117,939.60 |
| 202-02-H | removal of guard rail | 820 | ln m | 7.00 | 5,740.00 | 15.00 | 12,300.00 | 28.50 | 23,370.00 | 13.00 | 10,660.00 |
| 202-02-01 | removal of sign (sta. 3+100 lt., 3.65 m x 7.30 m) | 1 | ea | 1,500.00 | 1,500.00 | 1,300.00 | 1,300.00 | 1,800.00 | 1,800.00 | 1,200.00 | 1,200.00 |
| 202-02-02 | removal of metal canopy (sta. 4+439 lt., 9.14 m x 7.30 m) |
1 | ea | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 1,800.00 | 1,800.00 | 2,500.00 | 2,500.00 |
| 202-02-03 | removal of concrete slab (sta. 4+440 lt., 9.14 m x 6.10 m) |
1 | ea | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 4,400.00 | 4,400.00 | 1,000.00 | 1,000.00 |
| 202-02-04 | removal of pumps, dispensers, & consoles (sta. 4+441 lt., 0.6 m x 0.3 m) |
1 | ea | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 2,200.00 | 2,200.00 | 47,000.00 | 47,000.00 |
| 203-01 | general excavation | 13,642 | cu m | 7.00 | 95,494.00 | 10.00 | 136,420.00 | 9.00 | 122,778.00 | 15.00 | 204,630.00 |
| 203-02 | drainage excavation | 19,670 | cu m | 8.00 | 157,360.00 | 18.00 | 354,060.00 | 9.00 | 177,030.00 | 8.00 | 157,360.00 |
| 203-03 | embankment | 37,062 | cu m | 12.00 | 444,744.00 | 21.50 | 796,833.00 | 13.00 | 481,806.00 | 18.00 | 667,116.00 |
| 204-03 | temporary slope drains | 143 | ln m | 100.00 | 14,300.00 | 40.00 | 5,720.00 | 90.00 | 12,870.00 | 28.00 | 4,004.00 |
| 204-05-A | temporary sediment check dams (hay) | 30 | ea | 500.00 | 15,000.00 | 110.00 | 3,300.00 | 170.00 | 5,100.00 | 80.00 | 2,400.00 |
| 204-05-B | temporary sediment check dams (stone) | 10 | ea | 500.00 | 5,000.00 | 425.00 | 4,250.00 | 350.00 | 3,500.00 | 510.00 | 5,100.00 |
| 204-06 | temporary silt fencing | 3,042 | ln m | 9.00 | 27,378.00 | 12.00 | 36,504.00 | 5.80 | 17,643.60 | 5.00 | 15,210.00 |
| 302-02-C | class ii base course (200 mm thick) | 13,715.2 | sq m | 17.00 | 233,158.40 | 15.00 | 205,728.00 | 8.60 | 117,950.72 | 30.00 | 411,456.00 |
| 302-02-F | class ii base course (300 mm thick) | 966.1 | sq m | 37.00 | 35,745.70 | 55.00 | 53,135.50 | 32.00 | 30,915.20 | 29.00 | 28,016.90 |
| 302-02-G | class ii base course (100 mm thick) | 17,909.3 | sq m | 14.00 | 250,730.20 | 18.00 | 322,367.40 | 12.00 | 214,911.60 | 13.00 | 232,820.90 |
| 304-01 | lime | 51.41 | Mg | 275.00 | 14,137.75 | 200.00 | 10,282.00 | 150.00 | 7,711.50 | 155.00 | 7,968.55 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 3,400 | sq m | 8.00 | 27,200.00 | 2.00 | 6,800.00 | 1.50 | 5,100.00 | 13.50 | 45,900.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
649 | cu m | 70.00 | 45,430.00 | 25.00 | 16,225.00 | 100.00 | 64,900.00 | 150.00 | 97,350.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 250.0 | cu m | 90.00 | 22,500.00 | 55.00 | 13,750.00 | 60.00 | 15,000.00 | 150.00 | 37,500.00 |
| 502-01 | superpave asphaltic concrete | 3,522.2 | Mg | 125.00 | 440,275.00 | 110.50 | 389,203.10 | 100.00 | 352,220.00 | 140.00 | 493,108.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
532.3 | Mg | 150.00 | 79,845.00 | 150.00 | 79,845.00 | 170.00 | 90,491.00 | 190.00 | 101,137.00 |
| 701-01-K | cross drain pipe (750 mm rcp/pcp) | 25.0 | ln m | 300.00 | 7,500.00 | 380.00 | 9,500.00 | 360.00 | 9,000.00 | 375.00 | 9,375.00 |
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 74.0 | ln m | 225.00 | 16,650.00 | 270.00 | 19,980.00 | 250.00 | 18,500.00 | 200.00 | 14,800.00 |
| 701-03-G-01 | storm drain pipe (450 mm pcp)(outfall) | 27.0 | ln m | 225.00 | 6,075.00 | 230.00 | 6,210.00 | 250.00 | 6,750.00 | 190.00 | 5,130.00 |
| 701-05-G | side drain pipe (450 mm) | 24.0 | ln m | 225.00 | 5,400.00 | 260.00 | 6,240.00 | 250.00 | 6,000.00 | 195.00 | 4,680.00 |
| 701-05-I | side drain pipe (600 mm) | 46.0 | ln m | 325.00 | 14,950.00 | 330.00 | 15,180.00 | 320.00 | 14,720.00 | 230.00 | 10,580.00 |
| 701-05-K | side drain pipe (750 mm) | 19.0 | ln m | 350.00 | 6,650.00 | 430.00 | 8,170.00 | 700.00 | 13,300.00 | 370.00 | 7,030.00 |
| 702-03-C | catch basins (cb-06) | 4 | ea | 4,500.00 | 18,000.00 | 6,000.00 | 24,000.00 | 4,800.00 | 19,200.00 | 6,100.00 | 24,400.00 |
| 703-01 | shoulder underdrain systems | 288 | ln m | 50.00 | 14,400.00 | 45.00 | 12,960.00 | 94.00 | 27,072.00 | 44.00 | 12,672.00 |
| 704-03 | blocked out guard rail | 346.71 | ln m | 55.78 | 19,339.48 | 55.00 | 19,069.05 | 64.00 | 22,189.44 | 70.00 | 24,269.70 |
| 704-08-B | guard rail transitions (double thrie beam) | 121.92 | ln m | 164.00 | 19,994.88 | 165.00 | 20,116.80 | 185.00 | 22,555.20 | 195.00 | 23,774.40 |
| 704-11-A | guard rail end treatment (flared) | 16 | ea | 1,925.00 | 30,800.00 | 2,000.00 | 32,000.00 | 2,200.00 | 35,200.00 | 2,000.00 | 32,000.00 |
| 705-01 | barbed wire fence | 140 | ln m | 20.00 | 2,800.00 | 30.00 | 4,200.00 | 20.00 | 2,800.00 | 30.00 | 4,200.00 |
| 705-06-A | chain link fence (1200 mm height) | 69 | ln m | 100.00 | 6,900.00 | 65.00 | 4,485.00 | 95.00 | 6,555.00 | 65.00 | 4,485.00 |
| 705-08-A | 6-meter double gates for chain link fence (1200 mm height) |
2 | dbgt | 950.00 | 1,900.00 | 1,000.00 | 2,000.00 | 865.00 | 1,730.00 | 1,100.00 | 2,200.00 |
| 706-02-C | concrete drive (150 mm thick) | 463.8 | sq m | 100.00 | 46,380.00 | 145.00 | 67,251.00 | 85.00 | 39,423.00 | 160.00 | 74,208.00 |
| 707-03 | combination concrete curb & gutter | 248.2 | ln m | 175.00 | 43,435.00 | 160.00 | 39,712.00 | 130.00 | 32,266.00 | 210.00 | 52,122.00 |
| 708-01 | right-of-way monument | 46 | ea | 125.00 | 5,750.00 | 200.00 | 9,200.00 | 400.00 | 18,400.00 | 300.00 | 13,800.00 |
| 708-02 | right-of-way monument witness post | 41 | ea | 125.00 | 5,125.00 | 200.00 | 8,200.00 | 400.00 | 16,400.00 | 300.00 | 12,300.00 |
| 711-01-D | riprap (25 kg, 460 mm thick) | 4,692 | sq m | 53.00 | 248,676.00 | 55.00 | 258,060.00 | 75.00 | 351,900.00 | 60.00 | 281,520.00 |
| 711-04 | geotextile fabric | 4,692 | sq m | 2.50 | 11,730.00 | 3.00 | 14,076.00 | 2.50 | 11,730.00 | 2.00 | 9,384.00 |
| 712-04 | flexible revetment | 6,096 | sq m | 52.00 | 316,992.00 | 55.00 | 335,280.00 | 75.00 | 457,200.00 | 65.00 | 396,240.00 |
| 713-01 | temporary signs & barricades | lump | lump | 85,000.00 | 85,000.00 | 65,000.00 | 65,000.00 | 100,000.00 | 100,000.00 | 134,000.00 | 134,000.00 |
| 716-01-A | mulch (vegetative) | 24.8 | kg | 350.00 | 8,680.00 | 550.00 | 13,640.00 | 350.00 | 8,680.00 | 125.00 | 3,100.00 |
| 717-01 | seeding | 498 | kg | 15.43 | 7,684.14 | 45.00 | 22,410.00 | 15.00 | 7,470.00 | 12.00 | 5,976.00 |
| 718-01 | fertilizer | 8,210 | kg | 0.65 | 5,336.50 | 0.80 | 6,568.00 | 0.75 | 6,157.50 | 1.00 | 8,210.00 |
| 720-01-A | erosion control system, slope protection (type a) | 7,834 | sq m | 1.35 | 10,575.90 | 1.25 | 9,792.50 | 1.50 | 11,751.00 | 2.00 | 15,668.00 |
| 722-01 | project site laboratory | 1 | ea | 25,000.00 | 25,000.00 | 12,500.00 | 12,500.00 | 90,000.00 | 90,000.00 | 20,000.00 | 20,000.00 |
| 726-01 | bedding material | 103.4 | cu m | 125.00 | 12,925.00 | 115.00 | 11,891.00 | 100.00 | 10,340.00 | 110.00 | 11,374.00 |
| 727-01 | mobilization | lump | lump | 430,000.00 | 430,000.00 | 630,000.00 | 630,000.00 | 760,000.00 | 760,000.00 | 708,115.00 | 708,115.00 |
| 729-16-B | object marker assembly (type 2) | 2 | ea | 65.00 | 130.00 | 65.00 | 130.00 | 75.00 | 150.00 | 65.00 | 130.00 |
| 729-16-C | object marker assembly (type 3) | 16 | ea | 69.00 | 1,104.00 | 70.00 | 1,120.00 | 80.00 | 1,280.00 | 85.00 | 1,360.00 |
| 731-02 | reflectorized raised pavement markers | 162 | ea | 5.10 | 826.20 | 5.00 | 810.00 | 6.00 | 972.00 | 6.00 | 972.00 |
| 732-02-A | plastic pavement striping (solid line) (100 mm width) | 7.768 | km | 1,590.00 | 12,351.12 | 1,600.00 | 12,428.80 | 1,800.00 | 13,982.40 | 2,000.00 | 15,536.00 |
| 735-01 | mailboxes | 10 | ea | 1.00 | 10.00 | 10.00 | 100.00 | 5.00 | 50.00 | 40.00 | 400.00 |
| 735-02 | mailbox supports (single) | 10 | ea | 200.00 | 2,000.00 | 150.00 | 1,500.00 | 200.00 | 2,000.00 | 250.00 | 2,500.00 |
| 740-01 | construction layout | lump | lump | 80,000.00 | 80,000.00 | 106,000.00 | 106,000.00 | 125,000.00 | 125,000.00 | 180,000.00 | 180,000.00 |
| 740-02 | utility oversight and coordination | lump | lump | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 |
| 804-01-C | precast concrete piles (400 mm) | 1,856.5 | ln m | 200.00 | 371,300.00 | 250.00 | 464,125.00 | 150.00 | 278,475.00 | 214.00 | 397,291.00 |
| 804-01-D | precast concrete piles (450 mm) | 774.0 | ln m | 250.00 | 193,500.00 | 280.00 | 216,720.00 | 165.00 | 127,710.00 | 397.00 | 307,278.00 |
| 804-05 | precast concrete test piles | 1 | ea | 17,000.00 | 17,000.00 | 56,000.00 | 56,000.00 | 11,000.00 | 11,000.00 | 11,000.00 | 11,000.00 |
| 804-09 | loading test piles | 1 | ea | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 12,000.00 | 12,000.00 | 4,700.00 | 4,700.00 |
| 804-10 | reloading test piles | 1 | ea | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 6,600.00 | 6,600.00 | 1,000.00 | 1,000.00 |
| 804-11 | redriving test piles | 1 | ea | 1.00 | 1.00 | 500.00 | 500.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 |
| 804-12 | loading permanent piles | 4 | ea | 1.00 | 4.00 | 2,000.00 | 8,000.00 | 6,000.00 | 24,000.00 | 100.00 | 400.00 |
| 804-17 | dynamic monitoring | 3 | ea | 2,500.00 | 7,500.00 | 1,500.00 | 4,500.00 | 3,800.00 | 11,400.00 | 2,600.00 | 7,800.00 |
| 805-01-F | class a concrete (bents) | 214.26 | cu m | 850.00 | 182,121.00 | 1,000.00 | 214,260.00 | 1,500.00 | 321,390.00 | 2,300.00 | 492,798.00 |
| 805-03 | class aa concrete | 932.73 | cu m | 750.00 | 699,547.50 | 825.00 | 769,502.25 | 1,475.00 | 1,375,776.75 | 1,425.00 | 1,329,140.25 |
| 806-01 | deformed reinforcing steel | 119,493 | kg | 2.75 | 328,605.75 | 2.00 | 238,986.00 | 4.00 | 477,972.00 | 4.00 | 477,972.00 |
| 810-01 | concrete railing (barrier) | 228.00 | ln m | 225.00 | 51,300.00 | 185.00 | 42,180.00 | 200.00 | 45,600.00 | 65.00 | 14,820.00 |
| 813-01 | concrete approach slabs | 1,180.80 | sq m | 250.00 | 295,200.00 | 200.00 | 236,160.00 | 260.00 | 307,008.00 | 270.00 | 318,816.00 |
| S-001 | saw cutting of existing pavement (full depth) | 126 | ln m | 10.00 | 1,260.00 | 12.00 | 1,512.00 | 15.00 | 1,890.00 | 500.00 | 63,000.00 |
| S-101 | dynamic analysis | 3 | ea | 2,500.00 | 7,500.00 | 1,000.00 | 3,000.00 | 3,400.00 | 10,200.00 | 3,000.00 | 9,000.00 |
| S-102 | ornamental concrete railing | 168 | ln m | 1,500.00 | 252,000.00 | 800.00 | 134,400.00 | 1,750.00 | 294,000.00 | 2,400.00 | 403,200.00 |
| S-103 | vibration monitoring | lump | lump | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 2,300.00 | 2,300.00 | 6,300.00 | 6,300.00 |
| CONTRACTOR TOTAL | 6,383,813.92 | 7,165,024.80 | 7,623,569.31 | 8,997,103.30 | |||||||