| |||
| DBE GOAL FED | |||
| Lead Project: 864-11-0008 | |||
| Parish: WINN | |||
| Routes: LA 477 | |||
| Description: LA 477 BRIDGES | |||
| Type Const:
clearing and grubbing, grading, drainage structures, classii base course, lime treatment, superpave asphaltic concrete, concrete slab span bridges and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,175,250.20 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $2,327,642.40 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $2,561,421.91 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GUINN BROTHERS, LLC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 35,000.00 | 35,000.00 | 130,000.00 | 130,000.00 | 55,000.00 | 55,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 10+304.346; 5.71 m x 46.126 m timber bridge.) |
1 | ea | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | ||
| 202-02-A-02 | removal of bridges (sta. 20+314.121; 5.65 m x 69.275 m timber bridge.) |
1 | ea | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 22,000.00 | 22,000.00 | ||
| 202-02-A-03 | removal of bridges (sta. 30+315.909; 5.70 m x 12.000 m timber bridge.) |
1 | ea | 3,000.00 | 3,000.00 | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 6,605.0 | sq m | 3.00 | 19,815.00 | 4.00 | 26,420.00 | 5.00 | 33,025.00 | ||
| 202-02-H | removal of guard rail | 183 | ln m | 15.00 | 2,745.00 | 12.00 | 2,196.00 | 10.00 | 1,830.00 | ||
| 203-01 | general excavation | 11,351 | cu m | 5.00 | 56,755.00 | 10.00 | 113,510.00 | 6.00 | 68,106.00 | ||
| 203-02 | drainage excavation | 1,311 | cu m | 5.00 | 6,555.00 | 11.00 | 14,421.00 | 8.00 | 10,488.00 | ||
| 203-03 | muck excavation | 300 | cu m | 15.00 | 4,500.00 | 10.00 | 3,000.00 | 10.00 | 3,000.00 | ||
| 203-04 | embankment | 8,163 | cu m | 15.00 | 122,445.00 | 12.00 | 97,956.00 | 15.00 | 122,445.00 | ||
| 204-02 | temporary hay or straw bales | 20 | ea | 25.00 | 500.00 | 7.00 | 140.00 | 10.00 | 200.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 12 | ea | 150.00 | 1,800.00 | 150.00 | 1,800.00 | 100.00 | 1,200.00 | ||
| 204-06 | temporary silt fencing | 1,938 | ln m | 6.00 | 11,628.00 | 4.50 | 8,721.00 | 5.00 | 9,690.00 | ||
| 302-02-B | class ii base course (220 mm thick) | 8,956.5 | sq m | 17.00 | 152,260.50 | 17.00 | 152,260.50 | 23.50 | 210,477.75 | ||
| 304-01 | lime | 135.42 | Mg | 125.00 | 16,927.50 | 125.00 | 16,927.50 | 135.00 | 18,281.70 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 4,478 | sq m | 2.25 | 10,075.50 | 2.00 | 8,956.00 | 10.00 | 44,780.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
16 | cu m | 85.00 | 1,360.00 | 90.00 | 1,440.00 | 100.00 | 1,600.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | cu m | 35.00 | 3,500.00 | 60.00 | 6,000.00 | 85.00 | 8,500.00 | ||
| 502-01 | superpave asphaltic concrete | 2,676.9 | Mg | 75.00 | 200,767.50 | 87.00 | 232,890.30 | 100.00 | 267,690.00 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
92.9 | Mg | 125.00 | 11,612.50 | 153.00 | 14,213.70 | 175.00 | 16,257.50 | ||
| 701-05-G | side drain pipe (450 mm) | 27.0 | ln m | 165.00 | 4,455.00 | 130.00 | 3,510.00 | 150.00 | 4,050.00 | ||
| 704-03 | blocked out guard rail | 123.83 | ln m | 55.00 | 6,810.65 | 50.00 | 6,191.50 | 62.00 | 7,677.46 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 150.00 | 9,144.00 | 140.00 | 8,534.40 | 155.00 | 9,448.80 | ||
| 704-11-A | guard rail end treatment (flared) | 8 | ea | 2,000.00 | 16,000.00 | 1,800.00 | 14,400.00 | 2,200.00 | 17,600.00 | ||
| 708-01 | right-of-way monument | 37 | ea | 300.00 | 11,100.00 | 200.00 | 7,400.00 | 160.00 | 5,920.00 | ||
| 708-02 | right-of-way monument witness post | 37 | ea | 300.00 | 11,100.00 | 200.00 | 7,400.00 | 160.00 | 5,920.00 | ||
| 711-01-C | riprap (15 kg, 360 mm thick) | 222 | sq m | 53.00 | 11,766.00 | 50.00 | 11,100.00 | 50.00 | 11,100.00 | ||
| 711-01-D | riprap (25 kg, 460 mm thick) | 1,850 | sq m | 53.00 | 98,050.00 | 50.00 | 92,500.00 | 55.00 | 101,750.00 | ||
| 711-04 | geotextile fabric | 2,773 | sq m | 3.25 | 9,012.25 | 3.00 | 8,319.00 | 5.00 | 13,865.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 24,000.00 | 24,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | ||
| 713-05-A | temporary pavement markings (solid line)(100 mm width) | 7.880 | km | 500.00 | 3,940.00 | 425.00 | 3,349.00 | 525.00 | 4,137.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 96 | ea | 6.00 | 576.00 | 5.00 | 480.00 | 7.00 | 672.00 | ||
| 716-01-A | mulch (vegetative) | 3.5 | hctr | 1,500.00 | 5,250.00 | 1,300.00 | 4,550.00 | 3,500.00 | 12,250.00 | ||
| 717-01 | seeding | 158 | kg | 15.00 | 2,370.00 | 16.50 | 2,607.00 | 20.00 | 3,160.00 | ||
| 718-01 | fertilizer | 3,937 | kg | 0.50 | 1,968.50 | 0.50 | 1,968.50 | 1.00 | 3,937.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 628 | sq m | 1.45 | 910.60 | 2.50 | 1,570.00 | 4.00 | 2,512.00 | ||
| 722-01 | project site laboratory | 1 | ea | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | ||
| 725-04 | low profile runaround | 1 | ea | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | ||
| 726-01 | bedding material | 29.1 | cu m | 75.00 | 2,182.50 | 100.00 | 2,910.00 | 100.00 | 2,910.00 | ||
| 727-01 | mobilization | lump | lump | 200,000.00 | 200,000.00 | 210,000.00 | 210,000.00 | 225,000.00 | 225,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 60.00 | 240.00 | 58.00 | 232.00 | 70.00 | 280.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 65.00 | 520.00 | 68.00 | 544.00 | 80.00 | 640.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 132 | ea | 10.00 | 1,320.00 | 9.50 | 1,254.00 | 15.00 | 1,980.00 | ||
| 731-02 | reflectorized raised pavement markers | 138 | ea | 6.00 | 828.00 | 5.00 | 690.00 | 10.00 | 1,380.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 3.940 | km | 1,400.00 | 5,516.00 | 1,300.00 | 5,122.00 | 2,000.00 | 7,880.00 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.440 | km | 600.00 | 264.00 | 500.00 | 220.00 | 1,000.00 | 440.00 | ||
| 740-01 | construction layout | lump | lump | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | ||
| 741-09 | adjusting water house connections | 1 | each | 700.00 | 700.00 | 500.00 | 500.00 | 500.00 | 500.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 1 | each | 700.00 | 700.00 | 750.00 | 750.00 | 1,500.00 | 1,500.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 1,745.0 | ln m | 150.00 | 261,750.00 | 160.00 | 279,200.00 | 135.00 | 235,575.00 | ||
| 804-12 | loading permanent piles | 2 | ea | 100.00 | 200.00 | 2,000.00 | 4,000.00 | 1.00 | 2.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 20.78 | cu m | 925.00 | 19,221.50 | 1,100.00 | 22,858.00 | 1,400.00 | 29,092.00 | ||
| 805-01-F | class a concrete (bents) | 133.74 | cu m | 730.00 | 97,630.20 | 700.00 | 93,618.00 | 800.00 | 106,992.00 | ||
| 805-03 | class aa concrete | 611.96 | cu m | 500.00 | 305,980.00 | 500.00 | 305,980.00 | 650.00 | 397,774.00 | ||
| 805-12-E | reinforced concrete box culverts (1200 mm x 1200 mm) | 90.00 | ln m | 800.00 | 72,000.00 | 1,000.00 | 90,000.00 | 820.00 | 73,800.00 | ||
| 806-01 | deformed reinforcing steel | 74,598 | kg | 1.75 | 130,546.50 | 1.50 | 111,897.00 | 1.65 | 123,086.70 | ||
| 810-01 | concrete railing (barrier) | 264.00 | ln m | 230.00 | 60,720.00 | 125.00 | 33,000.00 | 150.00 | 39,600.00 | ||
| 813-01 | concrete approach slabs | 295.20 | sq m | 160.00 | 47,232.00 | 180.00 | 53,136.00 | 225.00 | 66,420.00 | ||
| CONTRACTOR TOTAL | 2,175,250.20 | 2,327,642.40 | 2,561,421.91 | ||||||||