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| DBE GOAL FED | |||
| Lead Project: 713-20-0114 | |||
| Parish: EVANGELINE | |||
| Routes: | |||
| Description: B.J. LANE AND BAYOU TOURREAU ROAD BRIDGES | |||
| Type Const:
grading, superpave asph conc pvmt, pavement widening, precast-prestressed concrete girders (type quad beam), bridge superstructure and substructure, and related work. | |||
| Estimated Construction Cost: $1,015,988.60 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00060 | F. MILLER & SONS, LLC | $1,215,216.02 |
| 2 | 12136 | SHILOH CONTRACTORS, INC. | $1,299,227.90 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $1,567,554.00 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,725,936.65 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,748,757.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. MILLER & SONS, LLC |
- 2 - SHILOH CONTRACTORS, INC. |
- 3 - GUINN BROTHERS, LLC. |
- 4 - JAMES CONSTRUCTION GROUP LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 33,000.00 | 33,000.00 | 90,000.00 | 90,000.00 | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 |
| 202-02-A-01 | removal of bridge (sta. 105+00, 16.9' wide x 142.0' long timber bridge) |
1 | EACH | 44,200.00 | 44,200.00 | 41,250.00 | 41,250.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 |
| 202-02-A-02 | removal of bridge (sta. 105+00, 22.9' wide x 89.6' long timber bridge) |
1 | EACH | 32,800.00 | 32,800.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 106.4 | SQYD | 8.00 | 851.20 | 5.00 | 532.00 | 10.00 | 1,064.00 | 30.00 | 3,192.00 |
| 203-06 | excavation & embankment | lump | LUMP | 98,700.00 | 98,700.00 | 55,000.00 | 55,000.00 | 55,000.00 | 55,000.00 | 150,000.00 | 150,000.00 |
| 204-02 | temporary hay or straw bales | 175 | EACH | 9.00 | 1,575.00 | 2.00 | 350.00 | 10.00 | 1,750.00 | 8.00 | 1,400.00 |
| 204-03 | temporary slope drains | 470 | LNFT | 13.00 | 6,110.00 | 1.00 | 470.00 | 1.00 | 470.00 | 6.00 | 2,820.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 164.00 | 1,312.00 | 2.00 | 16.00 | 100.00 | 800.00 | 150.00 | 1,200.00 |
| 204-06 | temporary silt fencing | 830 | LNFT | 3.00 | 2,490.00 | 2.00 | 1,660.00 | 5.00 | 4,150.00 | 2.50 | 2,075.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
6 | CUYD | 84.00 | 504.00 | 90.00 | 540.00 | 200.00 | 1,200.00 | 160.00 | 960.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 96.1 | CUYD | 71.00 | 6,823.10 | 85.00 | 8,168.50 | 100.00 | 9,610.00 | 100.00 | 9,610.00 |
| 502-01 | superpave asphaltic concrete | 87.5 | TON | 460.00 | 40,250.00 | 200.00 | 17,500.00 | 250.00 | 21,875.00 | 200.00 | 17,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 150.0 | LNFT | 60.00 | 9,000.00 | 55.00 | 8,250.00 | 70.00 | 10,500.00 | 55.00 | 8,250.00 |
| 704-09 | guard rail anchor sections (turndown) | 150.0 | LNFT | 27.00 | 4,050.00 | 35.00 | 5,250.00 | 35.00 | 5,250.00 | 25.00 | 3,750.00 |
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,200.00 | 4,400.00 | 2,000.00 | 4,000.00 | 3,000.00 | 6,000.00 | 2,000.00 | 4,000.00 |
| 705-01 | barbed wire fence | 388 | LNFT | 9.00 | 3,492.00 | 10.00 | 3,880.00 | 7.50 | 2,910.00 | 7.80 | 3,026.40 |
| 711-01-D | riprap (55 lb,18" thick) | 1,367 | SQYD | 55.00 | 75,185.00 | 55.00 | 75,185.00 | 85.00 | 116,195.00 | 45.00 | 61,515.00 |
| 711-04 | geotextile fabric | 1,367 | SQYD | 3.00 | 4,101.00 | 3.00 | 4,101.00 | 5.00 | 6,835.00 | 4.00 | 5,468.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 49,700.00 | 49,700.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 |
| 724-02 | pavement widening | 114.4 | SQYD | 150.00 | 17,160.00 | 70.00 | 8,008.00 | 100.00 | 11,440.00 | 200.00 | 22,880.00 |
| 727-01 | mobilization | lump | LUMP | 80,000.00 | 80,000.00 | 225,000.00 | 225,000.00 | 225,000.00 | 225,000.00 | 170,000.00 | 170,000.00 |
| 729-16-C | object marker assembly (type 3) | 14 | EACH | 72.00 | 1,008.00 | 80.00 | 1,120.00 | 100.00 | 1,400.00 | 66.00 | 924.00 |
| 740-01 | construction layout | lump | LUMP | 14,300.00 | 14,300.00 | 13,500.00 | 13,500.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 |
| 804-01-D | precast concrete piles (18") | 1,155 | LNFT | 70.00 | 80,850.00 | 70.00 | 80,850.00 | 85.00 | 98,175.00 | 120.00 | 138,600.00 |
| 804-01-F | precast concrete piles (24") | 1,404 | LNFT | 122.00 | 171,288.00 | 115.00 | 161,460.00 | 155.00 | 217,620.00 | 130.00 | 182,520.00 |
| 804-12 | loading permanent piles | 2 | EACH | 100.00 | 200.00 | 1.00 | 2.00 | 1.00 | 2.00 | 2,000.00 | 4,000.00 |
| 805-01-F | class a concrete (bents) | 54.21 | CUYD | 780.00 | 42,283.80 | 650.00 | 35,236.50 | 1,200.00 | 65,052.00 | 1,500.00 | 81,315.00 |
| 805-03 | class aa concrete | 132.30 | CUYD | 484.00 | 64,033.20 | 675.00 | 89,302.50 | 950.00 | 125,685.00 | 1,100.00 | 145,530.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 987.5 | LNFT | 64.00 | 63,200.00 | 75.00 | 74,062.50 | 144.00 | 142,200.00 | 125.00 | 123,437.50 |
| 805-10-A | bridge superstructure & substructure (24' roadway; 90 degree crossing) (cast-in-place bents) |
6 | SPAN | 19,200.00 | 115,200.00 | 25,000.00 | 150,000.00 | 23,000.00 | 138,000.00 | 38,000.00 | 228,000.00 |
| 806-01 | deformed reinforcing steel | 38,371 | LB | 1.32 | 50,649.72 | 0.90 | 34,533.90 | 1.00 | 38,371.00 | 1.25 | 47,963.75 |
| 807-06 | structural metalwork | lump | LUMP | 34,900.00 | 34,900.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 72.00 | 28,800.00 | 50.00 | 20,000.00 | 65.00 | 26,000.00 | 60.00 | 24,000.00 |
| S-101 | concrete approach slabs (24' roadway, 90 degree crossing)(w/out asphalt) |
4 | EACH | 8,200.00 | 32,800.00 | 7,500.00 | 30,000.00 | 10,000.00 | 40,000.00 | 8,000.00 | 32,000.00 |
| CONTRACTOR TOTAL | 1,215,216.02 | 1,299,227.90 | 1,567,554.00 | 1,725,936.65 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 105+00, 16.9' wide x 142.0' long timber bridge) |
1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 202-02-A-02 | removal of bridge (sta. 105+00, 22.9' wide x 89.6' long timber bridge) |
1 | EACH | 12,000.00 | 12,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 106.4 | SQYD | 30.00 | 3,192.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 175 | EACH | 33.00 | 5,775.00 | ||||||
| 204-03 | temporary slope drains | 470 | LNFT | 17.00 | 7,990.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 150.00 | 1,200.00 | ||||||
| 204-06 | temporary silt fencing | 830 | LNFT | 5.00 | 4,150.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
6 | CUYD | 44.00 | 264.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 96.1 | CUYD | 55.00 | 5,285.50 | ||||||
| 502-01 | superpave asphaltic concrete | 87.5 | TON | 330.00 | 28,875.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 150.0 | LNFT | 80.00 | 12,000.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 150.0 | LNFT | 50.00 | 7,500.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 3,000.00 | 6,000.00 | ||||||
| 705-01 | barbed wire fence | 388 | LNFT | 15.00 | 5,820.00 | ||||||
| 711-01-D | riprap (55 lb,18" thick) | 1,367 | SQYD | 60.00 | 82,020.00 | ||||||
| 711-04 | geotextile fabric | 1,367 | SQYD | 2.00 | 2,734.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 724-02 | pavement widening | 114.4 | SQYD | 100.00 | 11,440.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 14 | EACH | 100.00 | 1,400.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 804-01-D | precast concrete piles (18") | 1,155 | LNFT | 75.00 | 86,625.00 | ||||||
| 804-01-F | precast concrete piles (24") | 1,404 | LNFT | 90.00 | 126,360.00 | ||||||
| 804-12 | loading permanent piles | 2 | EACH | 12,000.00 | 24,000.00 | ||||||
| 805-01-F | class a concrete (bents) | 54.21 | CUYD | 1,000.00 | 54,210.00 | ||||||
| 805-03 | class aa concrete | 132.30 | CUYD | 1,000.00 | 132,300.00 | ||||||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 987.5 | LNFT | 90.00 | 88,875.00 | ||||||
| 805-10-A | bridge superstructure & substructure (24' roadway; 90 degree crossing) (cast-in-place bents) |
6 | SPAN | 75,000.00 | 450,000.00 | ||||||
| 806-01 | deformed reinforcing steel | 38,371 | LB | 2.00 | 76,742.00 | ||||||
| 807-06 | structural metalwork | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 100.00 | 40,000.00 | ||||||
| S-101 | concrete approach slabs (24' roadway, 90 degree crossing)(w/out asphalt) |
4 | EACH | 20,000.00 | 80,000.00 | ||||||
| CONTRACTOR TOTAL | 1,748,757.50 | ||||||||||