| |||
| Lead Project: 814-07-0004 | |||
| Parish: CLAIBORNE | |||
| Routes: LA 3244 | |||
| Description: HOMER BY-PASS EMBANKMENT | |||
| Type Const:
grading, excavation and embankment, drainage structures, portland cement concrete pavement, and related work. | |||
| Estimated Construction Cost: $6,941,686.11 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39670 | EUTAW CONSTRUCTION CO. INC. | $5,792,683.20 |
| 2 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $6,022,171.08 |
| 3 | 33685 | SPECIALTY CONTRACTORS | $6,178,716.55 |
| 4 | 28218 | F. J. BURNELL, INC. | $6,234,986.00 |
| 5 | 36374 | BEST-YET BUILDERS, LLC | $6,437,517.46 |
| 6 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $6,507,284.75 |
| 7 | 47577 | T.J. LAMBRECHT CONSTRUCTION, INC. | $6,648,431.92 |
| 8 | 34567 | JAMES CONSTRUCTION GROUP LLC | $7,099,695.85 |
| 9 | 39462 | DENTON-JAMES LLC | $7,210,101.75 |
| 10 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $8,830,893.01 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - EUTAW CONSTRUCTION CO. INC. |
- 2 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 3 - SPECIALTY CONTRACTORS |
- 4 - F. J. BURNELL, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 65,000.00 | 65,000.00 | 37,000.00 | 37,000.00 | 150,000.00 | 150,000.00 | 75,000.00 | 75,000.00 |
| 203-01 | general excavation | 599,811 | CUYD | 1.55 | 929,707.05 | 1.36 | 815,742.96 | 1.75 | 1,049,669.25 | 2.90 | 1,739,451.90 |
| 203-02 | drainage excavation | 4,210 | CUYD | 5.00 | 21,050.00 | 10.00 | 42,100.00 | 5.00 | 21,050.00 | 7.00 | 29,470.00 |
| 203-03 | embankment | 385,766 | CUYD | 1.50 | 578,649.00 | 2.12 | 817,823.92 | 1.80 | 694,378.80 | 1.10 | 424,342.60 |
| 204-02 | temporary hay or straw bales | 500 | EACH | 9.50 | 4,750.00 | 15.00 | 7,500.00 | 10.00 | 5,000.00 | 10.00 | 5,000.00 |
| 204-03 | temporary slope drains | 40 | LNFT | 20.00 | 800.00 | 25.00 | 1,000.00 | 65.00 | 2,600.00 | 100.00 | 4,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 400 | EACH | 110.00 | 44,000.00 | 115.00 | 46,000.00 | 150.00 | 60,000.00 | 90.00 | 36,000.00 |
| 204-05-B | temporary sediment check dams (stone) | 100 | EACH | 500.00 | 50,000.00 | 750.00 | 75,000.00 | 400.00 | 40,000.00 | 350.00 | 35,000.00 |
| 204-06 | temporary silt fencing | 50,000 | LNFT | 1.40 | 70,000.00 | 1.35 | 67,500.00 | 1.50 | 75,000.00 | 2.00 | 100,000.00 |
| 204-07 | temporary stone construction entrance | 6 | EACH | 3,800.00 | 22,800.00 | 3,000.00 | 18,000.00 | 1,500.00 | 9,000.00 | 2,500.00 | 15,000.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 20 | SQYD | 280.00 | 5,600.00 | 175.00 | 3,500.00 | 250.00 | 5,000.00 | 200.00 | 4,000.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 951 | LNFT | 82.00 | 77,982.00 | 70.00 | 66,570.00 | 60.00 | 57,060.00 | 60.00 | 57,060.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 429 | LNFT | 106.00 | 45,474.00 | 95.00 | 40,755.00 | 85.00 | 36,465.00 | 80.00 | 34,320.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 1,112 | LNFT | 135.00 | 150,120.00 | 120.00 | 133,440.00 | 100.00 | 111,200.00 | 90.00 | 100,080.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 692 | LNFT | 185.00 | 128,020.00 | 140.00 | 96,880.00 | 145.00 | 100,340.00 | 120.00 | 83,040.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 1,448 | LNFT | 223.00 | 322,904.00 | 160.00 | 231,680.00 | 175.00 | 253,400.00 | 150.00 | 217,200.00 |
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 1,301 | LNFT | 322.00 | 418,922.00 | 260.00 | 338,260.00 | 275.00 | 357,775.00 | 250.00 | 325,250.00 |
| 701-01-S | cross drain pipe (72" rcp/pcp) | 1,166 | LNFT | 441.00 | 514,206.00 | 340.00 | 396,440.00 | 380.00 | 443,080.00 | 350.00 | 408,100.00 |
| 701-05-I | side drain pipe (24") | 1,068 | LNFT | 58.00 | 61,944.00 | 60.00 | 64,080.00 | 60.00 | 64,080.00 | 60.00 | 64,080.00 |
| 706-03-A | incidental concrete paving (4" thick) | 7,159.3 | SQYD | 30.00 | 214,779.00 | 45.00 | 322,168.50 | 40.00 | 286,372.00 | 45.00 | 322,168.50 |
| 711-02-D | riprap (55 lb) | 2,790 | CUYD | 110.00 | 306,900.00 | 120.00 | 334,800.00 | 80.00 | 223,200.00 | 80.00 | 223,200.00 |
| 711-04 | geotextile fabric | 4,629 | SQYD | 2.50 | 11,572.50 | 1.75 | 8,100.75 | 2.00 | 9,258.00 | 2.00 | 9,258.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 46,000.00 | 46,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 716-01-A | mulch (vegetative) | 186.0 | TON | 925.00 | 172,050.00 | 950.00 | 176,700.00 | 700.00 | 130,200.00 | 1,000.00 | 186,000.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 18,101 | SQYD | 1.80 | 32,581.80 | 1.50 | 27,151.50 | 1.50 | 27,151.50 | 3.00 | 54,303.00 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 4,953 | SQYD | 2.10 | 10,401.30 | 1.50 | 7,429.50 | 1.50 | 7,429.50 | 3.00 | 14,859.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 17,500.00 | 17,500.00 | 30,000.00 | 30,000.00 |
| 726-01 | bedding material | 1,562.0 | CUYD | 110.00 | 171,820.00 | 80.00 | 124,960.00 | 80.00 | 124,960.00 | 90.00 | 140,580.00 |
| 727-01 | mobilization | lump | LUMP | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | 250,000.00 | 250,000.00 | 350,000.00 | 350,000.00 |
| 729-16-B | object marker assembly (type 2) | 48 | EACH | 60.00 | 2,880.00 | 100.00 | 4,800.00 | 68.00 | 3,264.00 | 80.00 | 3,840.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 72.00 | 288.00 | 250.00 | 1,000.00 | 70.00 | 280.00 | 80.00 | 320.00 |
| 739-01 | hydro-seeding | 186.00 | ACRE | 950.00 | 176,700.00 | 1,050.00 | 195,300.00 | 700.00 | 130,200.00 | 1,000.00 | 186,000.00 |
| 740-01 | construction layout | lump | LUMP | 125,000.00 | 125,000.00 | 220,000.00 | 220,000.00 | 300,000.00 | 300,000.00 | 125,000.00 | 125,000.00 |
| 805-01-A | class a concrete (pipe headwalls) | 182.74 | CUYD | 800.00 | 146,192.00 | 1,565.00 | 285,988.10 | 1,350.00 | 246,699.00 | 1,100.00 | 201,014.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 46.23 | CUYD | 685.00 | 31,667.55 | 785.00 | 36,290.55 | 1,500.00 | 69,345.00 | 1,100.00 | 50,853.00 |
| 805-12-Y | reinforced concrete box culverts (3-10'x7'x 226') | 678.0 | LNFT | 725.00 | 491,550.00 | 850.00 | 576,300.00 | 1,150.00 | 779,700.00 | 775.00 | 525,450.00 |
| 806-01 | deformed reinforcing steel | 15,373 | LB | 1.00 | 15,373.00 | 1.10 | 16,910.30 | 1.50 | 23,059.50 | 2.00 | 30,746.00 |
| CONTRACTOR TOTAL | 5,792,683.20 | 6,022,171.08 | 6,178,716.55 | 6,234,986.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BEST-YET BUILDERS, LLC |
- 6 - BLOUNT BROS. CONSTRUCTION, INC. |
- 7 - T.J. LAMBRECHT CONSTRUCTION, INC. |
- 8 - 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 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 150,000.00 | 150,000.00 |
| 203-01 | general excavation | 599,811 | CUYD | 2.20 | 1,319,584.20 | 2.25 | 1,349,574.75 | 2.29 | 1,373,567.19 | 2.10 | 1,259,603.10 |
| 203-02 | drainage excavation | 4,210 | CUYD | 5.00 | 21,050.00 | 10.00 | 42,100.00 | 7.25 | 30,522.50 | 13.50 | 56,835.00 |
| 203-03 | embankment | 385,766 | CUYD | 1.50 | 578,649.00 | 1.50 | 578,649.00 | 2.39 | 921,980.74 | 2.50 | 964,415.00 |
| 204-02 | temporary hay or straw bales | 500 | EACH | 10.00 | 5,000.00 | 20.00 | 10,000.00 | 13.50 | 6,750.00 | 15.00 | 7,500.00 |
| 204-03 | temporary slope drains | 40 | LNFT | 25.00 | 1,000.00 | 20.00 | 800.00 | 53.00 | 2,120.00 | 120.00 | 4,800.00 |
| 204-05-A | temporary sediment check dams (hay) | 400 | EACH | 100.00 | 40,000.00 | 150.00 | 60,000.00 | 80.00 | 32,000.00 | 130.00 | 52,000.00 |
| 204-05-B | temporary sediment check dams (stone) | 100 | EACH | 500.00 | 50,000.00 | 500.00 | 50,000.00 | 400.00 | 40,000.00 | 630.00 | 63,000.00 |
| 204-06 | temporary silt fencing | 50,000 | LNFT | 1.50 | 75,000.00 | 2.00 | 100,000.00 | 1.45 | 72,500.00 | 4.50 | 225,000.00 |
| 204-07 | temporary stone construction entrance | 6 | EACH | 10.00 | 60.00 | 3,000.00 | 18,000.00 | 4,000.00 | 24,000.00 | 2,000.00 | 12,000.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 20 | SQYD | 100.00 | 2,000.00 | 100.00 | 2,000.00 | 135.00 | 2,700.00 | 175.00 | 3,500.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 951 | LNFT | 53.70 | 51,068.70 | 60.00 | 57,060.00 | 75.00 | 71,325.00 | 77.00 | 73,227.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 429 | LNFT | 75.94 | 32,578.26 | 80.00 | 34,320.00 | 90.00 | 38,610.00 | 95.00 | 40,755.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 1,112 | LNFT | 104.50 | 116,204.00 | 120.00 | 133,440.00 | 105.00 | 116,760.00 | 113.00 | 125,656.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 692 | LNFT | 160.54 | 111,093.68 | 180.00 | 124,560.00 | 145.00 | 100,340.00 | 150.00 | 103,800.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 1,448 | LNFT | 198.14 | 286,906.72 | 220.00 | 318,560.00 | 190.00 | 275,120.00 | 200.00 | 289,600.00 |
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 1,301 | LNFT | 287.40 | 373,907.40 | 300.00 | 390,300.00 | 260.00 | 338,260.00 | 258.00 | 335,658.00 |
| 701-01-S | cross drain pipe (72" rcp/pcp) | 1,166 | LNFT | 423.55 | 493,859.30 | 460.00 | 536,360.00 | 370.00 | 431,420.00 | 390.00 | 454,740.00 |
| 701-05-I | side drain pipe (24") | 1,068 | LNFT | 53.70 | 57,351.60 | 60.00 | 64,080.00 | 90.00 | 96,120.00 | 54.00 | 57,672.00 |
| 706-03-A | incidental concrete paving (4" thick) | 7,159.3 | SQYD | 60.00 | 429,558.00 | 55.00 | 393,761.50 | 40.00 | 286,372.00 | 60.00 | 429,558.00 |
| 711-02-D | riprap (55 lb) | 2,790 | CUYD | 80.00 | 223,200.00 | 100.00 | 279,000.00 | 65.00 | 181,350.00 | 120.00 | 334,800.00 |
| 711-04 | geotextile fabric | 4,629 | SQYD | 2.00 | 9,258.00 | 3.50 | 16,201.50 | 2.25 | 10,415.25 | 3.60 | 16,664.40 |
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 12,000.00 | 12,000.00 | 55,000.00 | 55,000.00 |
| 716-01-A | mulch (vegetative) | 186.0 | TON | 500.00 | 93,000.00 | 1,600.00 | 297,600.00 | 1,000.00 | 186,000.00 | 925.00 | 172,050.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 18,101 | SQYD | 1.65 | 29,866.65 | 3.00 | 54,303.00 | 1.65 | 29,866.65 | 1.80 | 32,581.80 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 4,953 | SQYD | 1.65 | 8,172.45 | 3.00 | 14,859.00 | 1.65 | 8,172.45 | 2.10 | 10,401.30 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 |
| 726-01 | bedding material | 1,562.0 | CUYD | 50.00 | 78,100.00 | 80.00 | 124,960.00 | 82.00 | 128,084.00 | 90.00 | 140,580.00 |
| 727-01 | mobilization | lump | LUMP | 500,000.00 | 500,000.00 | 200,000.00 | 200,000.00 | 658,000.00 | 658,000.00 | 430,000.00 | 430,000.00 |
| 729-16-B | object marker assembly (type 2) | 48 | EACH | 65.00 | 3,120.00 | 100.00 | 4,800.00 | 61.00 | 2,928.00 | 75.00 | 3,600.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 120.00 | 480.00 | 79.00 | 316.00 | 85.00 | 340.00 |
| 739-01 | hydro-seeding | 186.00 | ACRE | 1,250.00 | 232,500.00 | 800.00 | 148,800.00 | 1,400.00 | 260,400.00 | 950.00 | 176,700.00 |
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 60,000.00 | 60,000.00 | 130,000.00 | 130,000.00 | 80,000.00 | 80,000.00 |
| 805-01-A | class a concrete (pipe headwalls) | 182.74 | CUYD | 1,000.00 | 182,740.00 | 1,000.00 | 182,740.00 | 880.00 | 160,811.20 | 1,000.00 | 182,740.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 46.23 | CUYD | 1,000.00 | 46,230.00 | 1,000.00 | 46,230.00 | 880.00 | 40,682.40 | 1,000.00 | 46,230.00 |
| 805-12-Y | reinforced concrete box culverts (3-10'x7'x 226') | 678.0 | LNFT | 1,000.00 | 678,000.00 | 1,000.00 | 678,000.00 | 750.00 | 508,500.00 | 950.00 | 644,100.00 |
| 806-01 | deformed reinforcing steel | 15,373 | LB | 1.50 | 23,059.50 | 2.00 | 30,746.00 | 1.98 | 30,438.54 | 2.25 | 34,589.25 |
| CONTRACTOR TOTAL | 6,437,517.46 | 6,507,284.75 | 6,648,431.92 | 7,099,695.85 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 9 - DENTON-JAMES LLC |
- 10 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 600,000.00 | 600,000.00 | 100,000.00 | 100,000.00 | ||||
| 203-01 | general excavation | 599,811 | CUYD | 1.75 | 1,049,669.25 | 3.35 | 2,009,366.85 | ||||
| 203-02 | drainage excavation | 4,210 | CUYD | 9.00 | 37,890.00 | 4.88 | 20,544.80 | ||||
| 203-03 | embankment | 385,766 | CUYD | 2.55 | 983,703.30 | 3.70 | 1,427,334.20 | ||||
| 204-02 | temporary hay or straw bales | 500 | EACH | 10.00 | 5,000.00 | 20.00 | 10,000.00 | ||||
| 204-03 | temporary slope drains | 40 | LNFT | 25.00 | 1,000.00 | 65.00 | 2,600.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 400 | EACH | 110.00 | 44,000.00 | 175.00 | 70,000.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 100 | EACH | 800.00 | 80,000.00 | 500.00 | 50,000.00 | ||||
| 204-06 | temporary silt fencing | 50,000 | LNFT | 1.50 | 75,000.00 | 2.00 | 100,000.00 | ||||
| 204-07 | temporary stone construction entrance | 6 | EACH | 2,500.00 | 15,000.00 | 3,500.00 | 21,000.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 20 | SQYD | 130.00 | 2,600.00 | 200.00 | 4,000.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 951 | LNFT | 70.00 | 66,570.00 | 125.00 | 118,875.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 429 | LNFT | 80.00 | 34,320.00 | 150.00 | 64,350.00 | ||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 1,112 | LNFT | 100.00 | 111,200.00 | 180.00 | 200,160.00 | ||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 692 | LNFT | 150.00 | 103,800.00 | 220.00 | 152,240.00 | ||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 1,448 | LNFT | 170.00 | 246,160.00 | 250.00 | 362,000.00 | ||||
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 1,301 | LNFT | 260.00 | 338,260.00 | 350.00 | 455,350.00 | ||||
| 701-01-S | cross drain pipe (72" rcp/pcp) | 1,166 | LNFT | 350.00 | 408,100.00 | 500.00 | 583,000.00 | ||||
| 701-05-I | side drain pipe (24") | 1,068 | LNFT | 68.00 | 72,624.00 | 55.00 | 58,740.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 7,159.3 | SQYD | 44.00 | 315,009.20 | 40.00 | 286,372.00 | ||||
| 711-02-D | riprap (55 lb) | 2,790 | CUYD | 126.00 | 351,540.00 | 140.00 | 390,600.00 | ||||
| 711-04 | geotextile fabric | 4,629 | SQYD | 2.00 | 9,258.00 | 2.00 | 9,258.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | ||||
| 716-01-A | mulch (vegetative) | 186.0 | TON | 925.00 | 172,050.00 | 1,000.00 | 186,000.00 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 18,101 | SQYD | 2.00 | 36,202.00 | 1.80 | 32,581.80 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 4,953 | SQYD | 2.00 | 9,906.00 | 2.10 | 10,401.30 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 90,000.00 | 90,000.00 | ||||
| 726-01 | bedding material | 1,562.0 | CUYD | 70.00 | 109,340.00 | 50.00 | 78,100.00 | ||||
| 727-01 | mobilization | lump | LUMP | 690,000.00 | 690,000.00 | 730,000.00 | 730,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 48 | EACH | 80.00 | 3,840.00 | 75.00 | 3,600.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 75.00 | 300.00 | ||||
| 739-01 | hydro-seeding | 186.00 | ACRE | 950.00 | 176,700.00 | 1,000.00 | 186,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 182.74 | CUYD | 1,200.00 | 219,288.00 | 1,200.00 | 219,288.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 46.23 | CUYD | 1,200.00 | 55,476.00 | 1,200.00 | 55,476.00 | ||||
| 805-12-Y | reinforced concrete box culverts (3-10'x7'x 226') | 678.0 | LNFT | 775.00 | 525,450.00 | 700.00 | 474,600.00 | ||||
| 806-01 | deformed reinforcing steel | 15,373 | LB | 2.00 | 30,746.00 | 1.22 | 18,755.06 | ||||
| CONTRACTOR TOTAL | 7,210,101.75 | 8,830,893.01 | |||||||||