| |||
| DBE GOAL FED | |||
| Lead Project: 713-49-0113 | |||
| Parish: ST LANDRY | |||
| Routes: | |||
| Description: WEST TECHE LANE BRIDGE & DOMINIQUE'S RANCH ROAD BRIDGE | |||
| Type Const:
grading, drainage structures, aggregate roadway surfacing, class ii base course, superpave asphaltic concrete pavement, cip concrete slab span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $633,319.00 |
| 2 | 00060 | F. MILLER & SONS, LLC | $644,228.40 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $670,524.80 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $694,661.00 |
| 5 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $726,293.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - F. MILLER & SONS, LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - GUINN BROTHERS, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 40,000.00 | 40,000.00 | 34,000.00 | 34,000.00 | 25,000.00 | 25,000.00 | 22,000.00 | 22,000.00 |
| 202-02-A-01 | removal of bridge (sta. 105+00, 18.8' wide x 66.62' long timber bridge with wingwalls) |
1 | EACH | 8,000.00 | 8,000.00 | 7,800.00 | 7,800.00 | 3,500.00 | 3,500.00 | 6,500.00 | 6,500.00 |
| 202-02-A-02 | removal of bridge (sta. 105+00, 15.3' wide x 76.4' long timber bridge with wingwalls) |
1 | EACH | 8,000.00 | 8,000.00 | 5,250.00 | 5,250.00 | 7,000.00 | 7,000.00 | 7,000.00 | 7,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 90.8 | SQYD | 20.00 | 1,816.00 | 6.00 | 544.80 | 16.00 | 1,452.80 | 10.00 | 908.00 |
| 203-06 | excavation & embankment | lump | LUMP | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 |
| 204-02 | temporary hay or straw bales | 230 | EACH | 5.00 | 1,150.00 | 7.00 | 1,610.00 | 20.00 | 4,600.00 | 10.00 | 2,300.00 |
| 204-03 | temporary slope drains | 155 | LNFT | 20.00 | 3,100.00 | 13.00 | 2,015.00 | 5.00 | 775.00 | 10.00 | 1,550.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 250.00 | 2,000.00 | 81.00 | 648.00 | 150.00 | 1,200.00 | 100.00 | 800.00 |
| 204-06 | temporary silt fencing | 675 | LNFT | 2.50 | 1,687.50 | 2.00 | 1,350.00 | 2.00 | 1,350.00 | 2.00 | 1,350.00 |
| 302-01 | class ii base course | 227.9 | CUYD | 75.00 | 17,092.50 | 43.00 | 9,799.70 | 75.00 | 17,092.50 | 85.00 | 19,371.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
21 | CUYD | 75.00 | 1,575.00 | 64.00 | 1,344.00 | 65.00 | 1,365.00 | 100.00 | 2,100.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 47.7 | CUYD | 75.00 | 3,577.50 | 64.00 | 3,052.80 | 60.00 | 2,862.00 | 90.00 | 4,293.00 |
| 502-01 | superpave asphaltic concrete | 185.4 | TON | 180.00 | 33,372.00 | 210.00 | 38,934.00 | 125.00 | 23,175.00 | 140.00 | 25,956.00 |
| 701-01-W/Y | cross drain pipe (96" rcp/pcp or 108" cmp) | 256 | LNFT | 400.00 | 102,400.00 | 276.00 | 70,656.00 | 360.00 | 92,160.00 | 345.00 | 88,320.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 45.00 | 3,375.00 | 45.00 | 3,375.00 | 50.00 | 3,750.00 | 50.00 | 3,750.00 |
| 704-09 | guard rail anchor sections (turndown) | 75.0 | LNFT | 25.00 | 1,875.00 | 25.00 | 1,875.00 | 27.00 | 2,025.00 | 30.00 | 2,250.00 |
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 1,950.00 | 1,950.00 | 4,000.00 | 4,000.00 | 2,100.00 | 2,100.00 | 2,500.00 | 2,500.00 |
| 705-01 | barbed wire fence | 310 | LNFT | 6.00 | 1,860.00 | 8.00 | 2,480.00 | 9.00 | 2,790.00 | 5.00 | 1,550.00 |
| 705-05 | double swinging driveway gates | 1 | DBGT | 600.00 | 600.00 | 2,400.00 | 2,400.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 1,373 | SQYD | 36.00 | 49,428.00 | 43.00 | 59,039.00 | 45.00 | 61,785.00 | 50.00 | 68,650.00 |
| 711-04 | geotextile fabric | 1,373 | SQYD | 2.50 | 3,432.50 | 2.50 | 3,432.50 | 3.00 | 4,119.00 | 5.00 | 6,865.00 |
| 712-02 | sacked concrete revetment | 107 | SQYD | 100.00 | 10,700.00 | 66.00 | 7,062.00 | 75.00 | 8,025.00 | 100.00 | 10,700.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 19,500.00 | 19,500.00 | 19,400.00 | 19,400.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 726-01 | bedding material | 416.9 | CUYD | 60.00 | 25,014.00 | 74.00 | 30,850.60 | 65.00 | 27,098.50 | 85.00 | 35,436.50 |
| 727-01 | mobilization | lump | LUMP | 15,000.00 | 15,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 52.00 | 208.00 | 50.00 | 200.00 | 60.00 | 240.00 | 70.00 | 280.00 |
| 729-16-C | object marker assembly (type 3) | 7 | EACH | 75.00 | 525.00 | 70.00 | 490.00 | 80.00 | 560.00 | 90.00 | 630.00 |
| 740-01 | construction layout | lump | LUMP | 7,500.00 | 7,500.00 | 9,300.00 | 9,300.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 804-01-B | precast concrete piles (14") | 1,760 | LNFT | 33.00 | 58,080.00 | 32.00 | 56,320.00 | 35.00 | 61,600.00 | 35.00 | 61,600.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 805-10-A | bridge superstructure & substructure (28' clr. rdwy; 45 deg. crossing, cast -in-place) |
7 | SPAN | 21,500.00 | 150,500.00 | 20,500.00 | 143,500.00 | 23,800.00 | 166,600.00 | 23,500.00 | 164,500.00 |
| S-101 | concrete approach slabs (28'clr. rdwy; 45 deg. crossing, cast-in-place; without asphalt) |
2 | EACH | 7,500.00 | 15,000.00 | 6,700.00 | 13,400.00 | 7,500.00 | 15,000.00 | 8,500.00 | 17,000.00 |
| CONTRACTOR TOTAL | 633,319.00 | 644,228.40 | 670,524.80 | 694,661.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BOH BROS. 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 | 25,000.00 | 25,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 105+00, 18.8' wide x 66.62' long timber bridge with wingwalls) |
1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 202-02-A-02 | removal of bridge (sta. 105+00, 15.3' wide x 76.4' long timber bridge with wingwalls) |
1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 90.8 | SQYD | 7.00 | 635.60 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 230 | EACH | 7.50 | 1,725.00 | ||||||
| 204-03 | temporary slope drains | 155 | LNFT | 4.00 | 620.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 85.00 | 680.00 | ||||||
| 204-06 | temporary silt fencing | 675 | LNFT | 2.00 | 1,350.00 | ||||||
| 302-01 | class ii base course | 227.9 | CUYD | 50.00 | 11,395.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
21 | CUYD | 65.00 | 1,365.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 47.7 | CUYD | 61.00 | 2,909.70 | ||||||
| 502-01 | superpave asphaltic concrete | 185.4 | TON | 205.00 | 38,007.00 | ||||||
| 701-01-W/Y | cross drain pipe (96" rcp/pcp or 108" cmp) | 256 | LNFT | 305.00 | 78,080.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 47.00 | 3,525.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 75.0 | LNFT | 26.00 | 1,950.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 705-01 | barbed wire fence | 310 | LNFT | 8.00 | 2,480.00 | ||||||
| 705-05 | double swinging driveway gates | 1 | DBGT | 787.00 | 787.00 | ||||||
| 711-01-C | riprap (30 lb, 14" thick) | 1,373 | SQYD | 31.00 | 42,563.00 | ||||||
| 711-04 | geotextile fabric | 1,373 | SQYD | 1.70 | 2,334.10 | ||||||
| 712-02 | sacked concrete revetment | 107 | SQYD | 78.00 | 8,346.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 17,000.00 | 17,000.00 | ||||||
| 726-01 | bedding material | 416.9 | CUYD | 47.00 | 19,594.30 | ||||||
| 727-01 | mobilization | lump | LUMP | 57,000.00 | 57,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 54.00 | 216.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 7 | EACH | 73.00 | 511.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 48,000.00 | 48,000.00 | ||||||
| 804-01-B | precast concrete piles (14") | 1,760 | LNFT | 32.00 | 56,320.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 4,500.00 | 4,500.00 | ||||||
| 805-10-A | bridge superstructure & substructure (28' clr. rdwy; 45 deg. crossing, cast -in-place) |
7 | SPAN | 33,200.00 | 232,400.00 | ||||||
| S-101 | concrete approach slabs (28'clr. rdwy; 45 deg. crossing, cast-in-place; without asphalt) |
2 | EACH | 7,000.00 | 14,000.00 | ||||||
| CONTRACTOR TOTAL | 726,293.70 | ||||||||||