| |||
| DBE GOAL FED | |||
| Lead Project: 713-57-0105 | |||
| Parish: VERMILION | |||
| Routes: | |||
| Description: BRIDGES IN VERMILLION PARISH | |||
| Type Const:
drainage structures ,class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $1,648,889.85 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $1,706,345.10 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,718,363.95 |
| 3 | 25088 | RCS CONTRACTORS, INC. | $2,045,522.01 |
| 4 | 00060 | F. MILLER CONSTRUCTION LLC | $2,070,904.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - RCS CONTRACTORS, INC. |
- 4 - F. MILLER CONSTRUCTION LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 14,500.00 | 14,500.00 |
| 202-02-A-01 | removal of bridges (sta. 3+198.5, 5.8m x 11.7m timber bridge) |
1 | ea | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 21,000.00 | 21,000.00 |
| 202-02-A-02 | removal of bridges (sta. 3+160, 6.1m x 7.2m timber bridge) |
1 | ea | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-03 | removal of bridges (sta. 3+183.1, 6.2m x 16.6m timber bridge) |
1 | ea | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 36,000.00 | 36,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,024.6 | sq m | 5.00 | 5,123.00 | 10.00 | 10,246.00 | 6.00 | 6,147.60 | 11.50 | 11,782.90 |
| 203-04 | nonplastic embankment | 121 | cu m | 100.00 | 12,100.00 | 100.00 | 12,100.00 | 55.00 | 6,655.00 | 175.00 | 21,175.00 |
| 203-05 | excavation and embankment | lump | lump | 45,000.00 | 45,000.00 | 100,000.00 | 100,000.00 | 135,000.00 | 135,000.00 | 55,000.00 | 55,000.00 |
| 204-02 | temporary hay or straw bales | 120 | ea | 10.00 | 1,200.00 | 10.00 | 1,200.00 | 16.50 | 1,980.00 | 15.50 | 1,860.00 |
| 204-03 | temporary slope drains | 60 | ln m | 1.00 | 60.00 | 150.00 | 9,000.00 | 50.00 | 3,000.00 | 90.00 | 5,400.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | ea | 100.00 | 1,200.00 | 225.00 | 2,700.00 | 198.00 | 2,376.00 | 185.00 | 2,220.00 |
| 204-06 | temporary silt fencing | 300 | ln m | 6.00 | 1,800.00 | 3.00 | 900.00 | 10.90 | 3,270.00 | 3.10 | 930.00 |
| 302-01 | class ii base course | 289.2 | cu m | 130.00 | 37,596.00 | 125.00 | 36,150.00 | 190.39 | 55,060.79 | 110.00 | 31,812.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
52 | cu m | 130.00 | 6,760.00 | 95.00 | 4,940.00 | 190.39 | 9,900.28 | 105.00 | 5,460.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 77.8 | cu m | 130.00 | 10,114.00 | 95.00 | 7,391.00 | 175.00 | 13,615.00 | 165.00 | 12,837.00 |
| 502-01 | superpave asphaltic concrete | 266.6 | Mg | 275.00 | 73,315.00 | 250.00 | 66,650.00 | 250.00 | 66,650.00 | 340.00 | 90,644.00 |
| 701-05-G-01 | side drain pipe (450 mm) (erosion) | 12.0 | ln m | 175.00 | 2,100.00 | 200.00 | 2,400.00 | 254.10 | 3,049.20 | 170.00 | 2,040.00 |
| 701-05-M | side drain pipe (900 mm) | 2.0 | ln m | 405.00 | 810.00 | 500.00 | 1,000.00 | 316.80 | 633.60 | 305.00 | 610.00 |
| 701-05-M-01 | side drain pipe (900 mm) (erosion) | 145.0 | ln m | 465.00 | 67,425.00 | 350.00 | 50,750.00 | 316.80 | 45,936.00 | 255.00 | 36,975.00 |
| 701-05-N-01 | side drain pipe (1050 mm) (erosion) | 14.0 | ln m | 565.00 | 7,910.00 | 400.00 | 5,600.00 | 358.88 | 5,024.32 | 335.00 | 4,690.00 |
| 701-05-O-01 | side drain pipe (1200 mm) (erosion) | 30.0 | ln m | 670.00 | 20,100.00 | 450.00 | 13,500.00 | 433.00 | 12,990.00 | 175.00 | 5,250.00 |
| 701-05-Q | side drain pipe (1500 mm) | 26.6 | ln m | 1,375.00 | 36,575.00 | 750.00 | 19,950.00 | 753.00 | 20,029.80 | 720.00 | 19,152.00 |
| 701-05-Q-01 | side drain pipe (1500 mm) (erosion) | 40.2 | ln m | 1,375.00 | 55,275.00 | 750.00 | 30,150.00 | 753.00 | 30,270.60 | 600.00 | 24,120.00 |
| 702-03-A | catch basins (cb-01) | 2 | ea | 5,500.00 | 11,000.00 | 3,500.00 | 7,000.00 | 2,950.00 | 5,900.00 | 5,600.00 | 11,200.00 |
| 702-03-B | catch basins (cb-02) | 1 | ea | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 4,800.00 | 4,800.00 | 6,100.00 | 6,100.00 |
| 704-01-A | guard rail (single thrie beam)(950 mm post spacing) | 17.14 | ln m | 400.00 | 6,856.00 | 235.00 | 4,027.90 | 187.00 | 3,205.18 | 226.00 | 3,873.64 |
| 704-03 | blocked out guard rail | 32.39 | ln m | 100.00 | 3,239.00 | 90.00 | 2,915.10 | 71.00 | 2,299.69 | 81.00 | 2,623.59 |
| 704-08-B | guard rail transitions (double thrie beam) | 45.72 | ln m | 230.00 | 10,515.60 | 230.00 | 10,515.60 | 200.00 | 9,144.00 | 226.00 | 10,332.72 |
| 704-09 | guard rail anchor sections (turndown) | 45.72 | ln m | 130.00 | 5,943.60 | 145.00 | 6,629.40 | 147.00 | 6,720.84 | 140.00 | 6,400.80 |
| 704-11-A | guard rail end treatment (flared) | 1 | ea | 2,650.00 | 2,650.00 | 2,200.00 | 2,200.00 | 2,700.00 | 2,700.00 | 2,160.00 | 2,160.00 |
| 705-01 | barbed wire fence | 318 | ln m | 20.00 | 6,360.00 | 20.00 | 6,360.00 | 63.35 | 20,145.30 | 18.50 | 5,883.00 |
| 705-09 | rebuilt fence | 60 | ln m | 40.00 | 2,400.00 | 85.00 | 5,100.00 | 63.35 | 3,801.00 | 85.00 | 5,100.00 |
| 711-01-C | riprap (15 kg, 360 mm) | 933 | sq m | 75.00 | 69,975.00 | 90.00 | 83,970.00 | 89.50 | 83,503.50 | 70.50 | 65,776.50 |
| 711-01-D | riprap (25 kg, 460 mm) | 734 | sq m | 80.00 | 58,720.00 | 90.00 | 66,060.00 | 97.00 | 71,198.00 | 88.50 | 64,959.00 |
| 711-04 | geotextile fabric | 1,667 | sq m | 5.00 | 8,335.00 | 4.00 | 6,668.00 | 5.50 | 9,168.50 | 3.10 | 5,167.70 |
| 713-01 | temporary signs & barricades | lump | lump | 22,500.00 | 22,500.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 32,500.00 | 32,500.00 |
| 716-01-A | mulch (vegetative) | 2,533.9 | kg | 1.00 | 2,533.90 | 0.50 | 1,266.95 | 1.27 | 3,218.05 | 0.55 | 1,393.65 |
| 717-01 | seeding | 20 | kg | 70.00 | 1,400.00 | 20.00 | 400.00 | 24.00 | 480.00 | 20.00 | 400.00 |
| 718-01 | fertilizer | 512 | kg | 1.00 | 512.00 | 1.00 | 512.00 | 1.98 | 1,013.76 | 1.00 | 512.00 |
| 726-01 | bedding material | 101.4 | cu m | 130.00 | 13,182.00 | 125.00 | 12,675.00 | 10.00 | 1,014.00 | 275.00 | 27,885.00 |
| 727-01 | mobilization | lump | lump | 170,000.00 | 170,000.00 | 166,000.00 | 166,000.00 | 195,000.00 | 195,000.00 | 186,750.00 | 186,750.00 |
| 729-16-B | object marker assembly (type 2) | 4 | ea | 100.00 | 400.00 | 55.00 | 220.00 | 70.00 | 280.00 | 51.50 | 206.00 |
| 729-16-C | object marker assembly (type 3) | 14 | ea | 100.00 | 1,400.00 | 85.00 | 1,190.00 | 82.00 | 1,148.00 | 82.50 | 1,155.00 |
| 740-01 | construction layout | lump | lump | 12,000.00 | 12,000.00 | 33,000.00 | 33,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 |
| 803-03 | steel sheet pile wall | 288.0 | sq m | 835.00 | 240,480.00 | 460.00 | 132,480.00 | 808.00 | 232,704.00 | 780.00 | 224,640.00 |
| 804-01-B | precast concrete piles (350 mm) | 827.4 | ln m | 165.00 | 136,521.00 | 175.00 | 144,795.00 | 200.00 | 165,480.00 | 239.00 | 197,748.60 |
| 804-12 | loading permanent piles | 2 | ea | 1.00 | 2.00 | 10,000.00 | 20,000.00 | 1,100.00 | 2,200.00 | 3,790.00 | 7,580.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 47.26 | cu m | 1,500.00 | 70,890.00 | 1,650.00 | 77,979.00 | 3,200.00 | 151,232.00 | 1,275.00 | 60,256.50 |
| 805-10-A | bridge superstructure & substructure (75deg x-ing, 7.3m rdwy.) |
4 | span | 28,750.00 | 115,000.00 | 33,000.00 | 132,000.00 | 48,825.00 | 195,300.00 | 49,000.00 | 196,000.00 |
| 805-10-B | bridge superstructure & substructure (90deg x-ing, 8.5m rdwy. c.i.p) |
3 | span | 30,000.00 | 90,000.00 | 37,000.00 | 111,000.00 | 52,500.00 | 157,500.00 | 52,900.00 | 158,700.00 |
| 805-10-C | bridge superstructure & substructure (90deg x-ing, 8.5m rdwy cip, turnout) |
1 | span | 31,500.00 | 31,500.00 | 42,500.00 | 42,500.00 | 59,000.00 | 59,000.00 | 82,250.00 | 82,250.00 |
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) | 39.60 | ln m | 2,405.00 | 95,238.00 | 2,500.00 | 99,000.00 | 1,300.00 | 51,480.00 | 3,360.00 | 133,056.00 |
| 806-01 | deformed reinforcing steel | 3,124 | kg | 2.25 | 7,029.00 | 2.00 | 6,248.00 | 2.00 | 6,248.00 | 22.35 | 69,821.40 |
| S-101 | concrete approach slabs (75deg x-ing, 7.3m rdwy) | 2 | each | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 | 13,000.00 | 26,000.00 | 9,000.00 | 18,000.00 |
| S-102 | concrete approach slabs (90deg x-ing, 8.5m rdwy w/ tapered barrier rails) |
2 | each | 13,000.00 | 26,000.00 | 9,500.00 | 19,000.00 | 2,000.00 | 4,000.00 | 9,500.00 | 19,000.00 |
| S-103 | guard rail special anchor section | 1 | each | 1,800.00 | 1,800.00 | 525.00 | 525.00 | 1,050.00 | 1,050.00 | 515.00 | 515.00 |
| S-105 | concrete approach slab (90deg x-ing, roadway width varies w/ tapered barrier rails) |
1 | each | 13,000.00 | 13,000.00 | 9,500.00 | 9,500.00 | 22,000.00 | 22,000.00 | 9,500.00 | 9,500.00 |
| CONTRACTOR TOTAL | 1,706,345.10 | 1,718,363.95 | 2,045,522.01 | 2,070,904.00 | |||||||