| READV |
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| DBE GOAL FED | |||
| Lead Project: 455-09-0022 | |||
| Parish: CADDO | |||
| Routes: I-49 | |||
| Description: I-49 NORTH (MIRA-MYRTIS RD.-LA 168)(DRAINAGE & EMBANKMENT) | |||
| Type Const:
clearing and grubbing, excavation, embankment, drainage structures, and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 39670 | EUTAW CONSTRUCTION CO. INC. | $11,093,485.56 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $11,242,643.60 |
| 3 | 28665 | GILBERT SOUTHERN CORP | $15,910,717.85 |
| 4 | 36374 | BEST-YET BUILDERS, LLC | $17,590,435.45 |
| 5 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $17,809,999.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - EUTAW CONSTRUCTION CO. INC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILBERT SOUTHERN CORP |
- 4 - BEST-YET BUILDERS, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 300,000.00 | 300,000.00 | 250,000.00 | 250,000.00 | 300,000.00 | 300,000.00 | 500,000.00 | 500,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 1.00 | 1.00 | 12,000.00 | 12,000.00 | 80,000.00 | 80,000.00 | 50,000.00 | 50,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,596.8 | SQYD | 2.70 | 4,311.36 | 3.50 | 5,588.80 | 5.00 | 7,984.00 | 7.00 | 11,177.60 |
| 202-02-02 | removal of old tires (sta. 101+50 and 117+00 to 119+00) | 42 | EACH | 36.00 | 1,512.00 | 20.00 | 840.00 | 30.00 | 1,260.00 | 10.00 | 420.00 |
| 203-01 | general excavation | 2,513,150 | CUYD | 1.90 | 4,774,985.00 | 1.50 | 3,769,725.00 | 2.26 | 5,679,719.00 | 3.50 | 8,796,025.00 |
| 203-02 | drainage excavation | 40,782 | CUYD | 3.50 | 142,737.00 | 7.00 | 285,474.00 | 8.00 | 326,256.00 | 4.00 | 163,128.00 |
| 203-04 | embankment | 1,911,737 | CUYD | 1.40 | 2,676,431.80 | 1.40 | 2,676,431.80 | 2.25 | 4,301,408.25 | 1.75 | 3,345,539.75 |
| 204-02 | temporary hay or straw bales | 2,000 | EACH | 8.00 | 16,000.00 | 8.00 | 16,000.00 | 9.00 | 18,000.00 | 7.00 | 14,000.00 |
| 204-04 | temporary sediment basins | 16 | EACH | 150.00 | 2,400.00 | 150.00 | 2,400.00 | 200.00 | 3,200.00 | 500.00 | 8,000.00 |
| 204-05-A | temporary sediment check dam ( hay ) | 1,000 | EACH | 100.00 | 100,000.00 | 100.00 | 100,000.00 | 110.00 | 110,000.00 | 150.00 | 150,000.00 |
| 204-06 | temporary silt fencing | 39,482 | LNFT | 1.00 | 39,482.00 | 2.00 | 78,964.00 | 2.00 | 78,964.00 | 1.50 | 59,223.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 2,750.00 | 5,500.00 | 2,000.00 | 4,000.00 | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement ) | 500 | CUYD | 50.00 | 25,000.00 | 40.00 | 20,000.00 | 75.00 | 37,500.00 | 45.00 | 22,500.00 |
| 701-01-F | cross drain pipe (15" rcp/pcp) | 536 | LNFT | 30.00 | 16,080.00 | 40.00 | 21,440.00 | 70.00 | 37,520.00 | 33.00 | 17,688.00 |
| 701-01-G | cross drain pipe (18" rcp/pcp) | 140 | LNFT | 34.00 | 4,760.00 | 65.00 | 9,100.00 | 80.00 | 11,200.00 | 39.00 | 5,460.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 292 | LNFT | 70.00 | 20,440.00 | 95.00 | 27,740.00 | 140.00 | 40,880.00 | 94.00 | 27,448.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 98 | LNFT | 128.00 | 12,544.00 | 155.00 | 15,190.00 | 160.00 | 15,680.00 | 148.00 | 14,504.00 |
| 701-01-Q | cross drain pipe (60" rcp) | 102 | LNFT | 175.00 | 17,850.00 | 180.00 | 18,360.00 | 200.00 | 20,400.00 | 275.00 | 28,050.00 |
| 701-01-S | cross drain pipe (72" rcp) | 362 | LNFT | 300.00 | 108,600.00 | 290.00 | 104,980.00 | 250.00 | 90,500.00 | 385.00 | 139,370.00 |
| 701-01-U | cross drain pipe (84" rcp) | 2,016 | LNFT | 440.00 | 887,040.00 | 450.00 | 907,200.00 | 300.00 | 604,800.00 | 550.00 | 1,108,800.00 |
| 701-05-F | side drain pipe ( 15") | 80 | LNFT | 30.00 | 2,400.00 | 40.00 | 3,200.00 | 70.00 | 5,600.00 | 45.00 | 3,600.00 |
| 702-03-A | catch basins (cb-01) | 5 | EACH | 2,800.00 | 14,000.00 | 4,500.00 | 22,500.00 | 3,000.00 | 15,000.00 | 3,200.00 | 16,000.00 |
| 702-05-A | cross drain end treatment (1 barrel,84") | 1 | EACH | 5,400.00 | 5,400.00 | 3,600.00 | 3,600.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 |
| 705-02 | combination mesh & barbed wire fence | 38,625 | LNFT | 5.00 | 193,125.00 | 5.00 | 193,125.00 | 5.20 | 200,850.00 | 5.35 | 206,643.75 |
| 708-01 | right-of-way monument | 56 | EACH | 160.00 | 8,960.00 | 150.00 | 8,400.00 | 110.00 | 6,160.00 | 130.00 | 7,280.00 |
| 708-02 | right-of-way monument witness post | 56 | EACH | 30.00 | 1,680.00 | 150.00 | 8,400.00 | 110.00 | 6,160.00 | 120.00 | 6,720.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 605 | SQYD | 53.00 | 32,065.00 | 40.00 | 24,200.00 | 80.00 | 48,400.00 | 45.00 | 27,225.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 716-01-A | mulch (vegetative) | 540.00 | ACRE | 500.00 | 270,000.00 | 500.00 | 270,000.00 | 530.00 | 286,200.00 | 660.00 | 356,400.00 |
| 717-01 | seeding | 21,600 | LB | 6.00 | 129,600.00 | 6.00 | 129,600.00 | 6.25 | 135,000.00 | 6.38 | 137,808.00 |
| 718-01 | fertilizer | 540,000 | LB | 0.30 | 162,000.00 | 0.30 | 162,000.00 | 0.30 | 162,000.00 | 0.22 | 118,800.00 |
| 720-01-A | erosion control system, slope protection (type a) | 78,830 | SQYD | 1.25 | 98,537.50 | 1.25 | 98,537.50 | 1.30 | 102,479.00 | 1.00 | 78,830.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 31,111 | SQYD | 1.50 | 46,666.50 | 1.50 | 46,666.50 | 1.60 | 49,777.60 | 1.05 | 32,666.55 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 26,247 | SQYD | 1.50 | 39,370.50 | 1.50 | 39,370.50 | 1.60 | 41,995.20 | 1.05 | 27,559.35 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,741 | SQYD | 1.50 | 2,611.50 | 1.50 | 2,611.50 | 1.60 | 2,785.60 | 5.45 | 9,488.45 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 3,364 | SQYD | 1.75 | 5,887.00 | 1.75 | 5,887.00 | 1.80 | 6,055.20 | 5.45 | 18,333.80 |
| 722-02 | project site laboratory( equipped ) | 1 | EACH | 10,000.00 | 10,000.00 | 17,000.00 | 17,000.00 | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 |
| 726-01 | bedding material | 5,000.0 | CUYD | 45.00 | 225,000.00 | 65.00 | 325,000.00 | 60.00 | 300,000.00 | 60.00 | 300,000.00 |
| 727-01 | mobilization | lump | LUMP | 200,000.00 | 200,000.00 | 1,000,000.00 | 1,000,000.00 | 1,605,600.00 | 1,605,600.00 | 1,000,000.00 | 1,000,000.00 |
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 55.00 | 1,100.00 | 55.00 | 1,100.00 | 60.00 | 1,200.00 | 85.00 | 1,700.00 |
| 729-19-A | dead end road installations(type a) | 2 | EACH | 2,850.00 | 5,700.00 | 3,000.00 | 6,000.00 | 4,000.00 | 8,000.00 | 3,500.00 | 7,000.00 |
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 | 400,000.00 | 400,000.00 | 250,000.00 | 250,000.00 |
| 744-01 | traffic control management | lump | LUMP | 13,500.00 | 13,500.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 22,000.00 | 22,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 32.64 | CUYD | 885.00 | 28,886.40 | 1,000.00 | 32,640.00 | 1,000.00 | 32,640.00 | 850.00 | 27,744.00 |
| 805-12-Q | reinforced concrete box culverts (8'x 7') | 330.5 | LNFT | 500.00 | 165,250.00 | 600.00 | 198,300.00 | 800.00 | 264,400.00 | 540.00 | 178,470.00 |
| 806-01 | deformed reinforcing steel | 2,072 | LB | 1.00 | 2,072.00 | 1.00 | 2,072.00 | 2.00 | 4,144.00 | 1.85 | 3,833.20 |
| S-001 | plugging/sealing encountered oil wells | 5,000 | LNFT | 5.00 | 25,000.00 | 20.00 | 100,000.00 | 30.00 | 150,000.00 | 30.00 | 150,000.00 |
| S-002 | underground power line installation | lump | LUMP | 44,000.00 | 44,000.00 | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 | 55,000.00 | 55,000.00 |
| CONTRACTOR TOTAL | 11,093,485.56 | 11,242,643.60 | 15,910,717.85 | 17,590,435.45 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BLOUNT BROS. CONSTRUCTION, INC. |
|
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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 | 213,500.00 | 213,500.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 75,000.00 | 75,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 1,596.8 | SQYD | 10.00 | 15,968.00 | ||||||
| 202-02-02 | removal of old tires (sta. 101+50 and 117+00 to 119+00) | 42 | EACH | 25.00 | 1,050.00 | ||||||
| 203-01 | general excavation | 2,513,150 | CUYD | 3.50 | 8,796,025.00 | ||||||
| 203-02 | drainage excavation | 40,782 | CUYD | 7.00 | 285,474.00 | ||||||
| 203-04 | embankment | 1,911,737 | CUYD | 1.95 | 3,727,887.15 | ||||||
| 204-02 | temporary hay or straw bales | 2,000 | EACH | 10.00 | 20,000.00 | ||||||
| 204-04 | temporary sediment basins | 16 | EACH | 200.00 | 3,200.00 | ||||||
| 204-05-A | temporary sediment check dam ( hay ) | 1,000 | EACH | 150.00 | 150,000.00 | ||||||
| 204-06 | temporary silt fencing | 39,482 | LNFT | 2.00 | 78,964.00 | ||||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 3,000.00 | 6,000.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement ) | 500 | CUYD | 50.00 | 25,000.00 | ||||||
| 701-01-F | cross drain pipe (15" rcp/pcp) | 536 | LNFT | 20.00 | 10,720.00 | ||||||
| 701-01-G | cross drain pipe (18" rcp/pcp) | 140 | LNFT | 25.00 | 3,500.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 292 | LNFT | 85.00 | 24,820.00 | ||||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 98 | LNFT | 170.00 | 16,660.00 | ||||||
| 701-01-Q | cross drain pipe (60" rcp) | 102 | LNFT | 250.00 | 25,500.00 | ||||||
| 701-01-S | cross drain pipe (72" rcp) | 362 | LNFT | 450.00 | 162,900.00 | ||||||
| 701-01-U | cross drain pipe (84" rcp) | 2,016 | LNFT | 700.00 | 1,411,200.00 | ||||||
| 701-05-F | side drain pipe ( 15") | 80 | LNFT | 20.00 | 1,600.00 | ||||||
| 702-03-A | catch basins (cb-01) | 5 | EACH | 4,000.00 | 20,000.00 | ||||||
| 702-05-A | cross drain end treatment (1 barrel,84") | 1 | EACH | 10,000.00 | 10,000.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 38,625 | LNFT | 5.50 | 212,437.50 | ||||||
| 708-01 | right-of-way monument | 56 | EACH | 250.00 | 14,000.00 | ||||||
| 708-02 | right-of-way monument witness post | 56 | EACH | 100.00 | 5,600.00 | ||||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 605 | SQYD | 60.00 | 36,300.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 540.00 | ACRE | 600.00 | 324,000.00 | ||||||
| 717-01 | seeding | 21,600 | LB | 7.00 | 151,200.00 | ||||||
| 718-01 | fertilizer | 540,000 | LB | 0.40 | 216,000.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 78,830 | SQYD | 1.50 | 118,245.00 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 31,111 | SQYD | 1.75 | 54,444.25 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 26,247 | SQYD | 1.75 | 45,932.25 | ||||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,741 | SQYD | 1.75 | 3,046.75 | ||||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 3,364 | SQYD | 2.00 | 6,728.00 | ||||||
| 722-02 | project site laboratory( equipped ) | 1 | EACH | 40,000.00 | 40,000.00 | ||||||
| 726-01 | bedding material | 5,000.0 | CUYD | 50.00 | 250,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 575,000.00 | 575,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 250.00 | 5,000.00 | ||||||
| 729-19-A | dead end road installations(type a) | 2 | EACH | 5,000.00 | 10,000.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 32.64 | CUYD | 1,000.00 | 32,640.00 | ||||||
| 805-12-Q | reinforced concrete box culverts (8'x 7') | 330.5 | LNFT | 700.00 | 231,350.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,072 | LB | 1.50 | 3,108.00 | ||||||
| S-001 | plugging/sealing encountered oil wells | 5,000 | LNFT | 10.00 | 50,000.00 | ||||||
| S-002 | underground power line installation | lump | LUMP | 70,000.00 | 70,000.00 | ||||||
| CONTRACTOR TOTAL | 17,809,999.90 | ||||||||||