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| DBE GOAL FED | |||
| Lead Project: 451-05-0099 | |||
| Parish: LINCOLN | |||
| Routes: I-20 | |||
| Description: US-167 TO LA-33 SOUTH FRONTAGE ROAD | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, portland cement concrete pavement and related work. | |||
| Estimated Construction Cost: $6,478,102.78 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $5,018,921.54 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $5,596,879.95 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - D & J CONSTRUCTION CO., 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 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 24,000.00 | 24,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 5,909 | SQYD | 6.00 | 35,454.00 | 6.00 | 35,454.00 | ||||
| 202-02-D | removal of concrete walks & drives | 999 | SQYD | 10.00 | 9,990.00 | 5.00 | 4,995.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 2,563.6 | LNFT | 4.00 | 10,254.40 | 4.00 | 10,254.40 | ||||
| 202-02-G | removal of surfacing & stabilized base | 9,155.0 | SQYD | 3.00 | 27,465.00 | 6.00 | 54,930.00 | ||||
| 202-02-I | removal of paved ditches | 393 | SQYD | 9.00 | 3,537.00 | 4.00 | 1,572.00 | ||||
| 203-01 | general excavation | 33,416 | CUYD | 5.25 | 175,434.00 | 4.00 | 133,664.00 | ||||
| 203-04 | embankment | 96,815 | CUYD | 7.50 | 726,112.50 | 7.00 | 677,705.00 | ||||
| 204-02 | temporary hay or straw bales | 129 | EACH | 9.00 | 1,161.00 | 8.00 | 1,032.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 55 | EACH | 140.00 | 7,700.00 | 100.00 | 5,500.00 | ||||
| 204-06 | temporary silt fencing | 9,053 | LNFT | 1.65 | 14,937.45 | 2.50 | 22,632.50 | ||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 5,000.00 | 10,000.00 | 1,200.00 | 2,400.00 | ||||
| 302-02-A-01 | class ii base course (6" thick) (stone or recycled pccp) |
444.5 | SQYD | 11.00 | 4,889.50 | 28.00 | 12,446.00 | ||||
| 302-02-B-01 | class ii base course (8 1/2" thick) (soil cement, stone or recycled pccp) |
464.3 | SQYD | 16.00 | 7,428.80 | 35.00 | 16,250.50 | ||||
| 302-02-E-01 | class ii base course (13" thick) (stone or recycled pccp) |
2,173.8 | SQYD | 23.00 | 49,997.40 | 33.00 | 71,735.40 | ||||
| 302-02-F-01 | class ii base course (12 1/2" thick) | 20,634.3 | SQYD | 22.00 | 453,954.60 | 23.00 | 474,588.90 | ||||
| 302-02-G | class ii base course (14 " thick) | 28.0 | SQYD | 31.00 | 868.00 | 100.00 | 2,800.00 | ||||
| 302-02-H-01 | class ii base course (8" thick) (stone or recycled pccp) |
13,815.1 | SQYD | 15.00 | 207,226.50 | 21.00 | 290,117.10 | ||||
| 304-01 | lime | 349.00 | TON | 0.01 | 3.49 | 150.00 | 52,350.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick)(9% by volume) | 7,834 | SQYD | 6.00 | 47,004.00 | 2.50 | 19,585.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,200.0 | CUYD | 30.00 | 36,000.00 | 100.00 | 120,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 6,007.5 | TON | 96.00 | 576,720.00 | 96.00 | 576,720.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
297.8 | TON | 146.00 | 43,478.80 | 146.00 | 43,478.80 | ||||
| 601-01-K | portland cement concrete pavement (10" thick) | 13,345.2 | SQYD | 60.00 | 800,712.00 | 66.00 | 880,783.20 | ||||
| 601-04 | portland cement concrete pavement coring | 28 | EACH | 90.00 | 2,520.00 | 100.00 | 2,800.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/rpvcp) | 454 | LNFT | 75.00 | 34,050.00 | 75.00 | 34,050.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/rpvcp) | 67 | LNFT | 100.00 | 6,700.00 | 95.00 | 6,365.00 | ||||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 69 | LNFT | 190.00 | 13,110.00 | 185.00 | 12,765.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/rpvcp) | 552 | LNFT | 60.00 | 33,120.00 | 55.00 | 30,360.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/rpvcp) | 148 | LNFT | 150.00 | 22,200.00 | 75.00 | 11,100.00 | ||||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 40 | LNFT | 80.00 | 3,200.00 | 85.00 | 3,400.00 | ||||
| 701-05-G | side drain pipe (18" rcp/rpvcp) | 448 | LNFT | 45.00 | 20,160.00 | 55.00 | 24,640.00 | ||||
| 701-10-C | reinforced concrete pipe (extension)(8") | 4 | LNFT | 100.00 | 400.00 | 175.00 | 700.00 | ||||
| 702-03-A | catch basins (cb-01) | 5 | EACH | 4,500.00 | 22,500.00 | 3,200.00 | 16,000.00 | ||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 5,500.00 | 5,500.00 | 3,400.00 | 3,400.00 | ||||
| 702-03-D | catch basins (cb-07) | 2 | EACH | 5,000.00 | 10,000.00 | 4,000.00 | 8,000.00 | ||||
| 702-03-F | catch basins (cb-08) | 3 | EACH | 7,000.00 | 21,000.00 | 4,250.00 | 12,750.00 | ||||
| 702-04-A | adjusting manholes | 6 | EACH | 1,500.00 | 9,000.00 | 1,600.00 | 9,600.00 | ||||
| 702-04-B | adjusting catch basins | 1 | EACH | 2,500.00 | 2,500.00 | 2,100.00 | 2,100.00 | ||||
| 702-08-A | side drain safety end (type 1) | 6 | EACH | 1,300.00 | 7,800.00 | 1,000.00 | 6,000.00 | ||||
| 705-06-B | chain link fence (5-foot height) | 6,362 | LNFT | 17.00 | 108,154.00 | 18.50 | 117,697.00 | ||||
| 706-01-A | concrete walk (4" thick) | 47.1 | SQYD | 42.00 | 1,978.20 | 36.00 | 1,695.60 | ||||
| 706-02-C | concrete drive (6" thick) | 870.3 | SQYD | 55.00 | 47,866.50 | 55.00 | 47,866.50 | ||||
| 707-03 | combination concrete curb & gutter | 2,313.0 | LNFT | 17.00 | 39,321.00 | 19.00 | 43,947.00 | ||||
| 708-01 | right-of-way monument | 27 | EACH | 200.00 | 5,400.00 | 175.00 | 4,725.00 | ||||
| 708-02 | right-of-way monument witness posts | 27 | EACH | 200.00 | 5,400.00 | 100.00 | 2,700.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 1,544 | SQYD | 45.00 | 69,480.00 | 40.00 | 61,760.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 45,000.00 | 45,000.00 | 200,000.00 | 200,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.500 | MILE | 500.00 | 750.00 | 250.00 | 375.00 | ||||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
1.000 | MILE | 850.00 | 850.00 | 1,000.00 | 1,000.00 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.000 | MILE | 650.00 | 1,300.00 | 800.00 | 1,600.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
1.000 | MILE | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | ||||
| 713-05-B | temporary pavement markings (solid line)(4" width) | 3.500 | MILE | 600.00 | 2,100.00 | 800.00 | 2,800.00 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
150 | EACH | 363.96 | 54,594.00 | 150.00 | 22,500.00 | ||||
| 716-01-A | mulch (vegetative) | 7.02 | ACRE | 900.00 | 6,318.00 | 850.00 | 5,967.00 | ||||
| 717-01 | seeding | 680 | LB | 8.00 | 5,440.00 | 9.00 | 6,120.00 | ||||
| 718-01 | fertilizer | 16,000 | LB | 0.25 | 4,000.00 | 0.60 | 9,600.00 | ||||
| 719-04 | landscaping | lump | LUMP | 18,000.00 | 18,000.00 | 12,000.00 | 12,000.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 49,500 | SQYD | 1.20 | 59,400.00 | 1.80 | 89,100.00 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 334 | SQYD | 3.25 | 1,085.50 | 3.50 | 1,169.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 8,000.00 | 8,000.00 | 11,000.00 | 11,000.00 | ||||
| 726-01 | bedding material | 253.1 | CUYD | 80.00 | 20,248.00 | 80.00 | 20,248.00 | ||||
| 727-01 | mobilization | lump | LUMP | 500,000.00 | 500,000.00 | 535,000.00 | 535,000.00 | ||||
| 729-01 | sign (type a) | 145.9 | SQFT | 26.00 | 3,793.40 | 50.00 | 7,295.00 | ||||
| 729-08-A | mounting (2 1/2" post) | 22 | EACH | 850.00 | 18,700.00 | 1,200.00 | 26,400.00 | ||||
| 729-08-B | mounting (3 1/2" post) | 3 | EACH | 960.00 | 2,880.00 | 1,600.00 | 4,800.00 | ||||
| 731-02 | reflectorized raised pavement markers | 219 | EACH | 9.00 | 1,971.00 | 7.00 | 1,533.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 1,580 | LNFT | 3.25 | 5,135.00 | 3.50 | 5,530.00 | ||||
| 732-01-D | plastic pavement striping (12" width) | 435 | LNFT | 2.00 | 870.00 | 7.00 | 3,045.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 454 | LNFT | 5.00 | 2,270.00 | 8.00 | 3,632.00 | ||||
| 732-02-A-04 | plastic pvmt striping (solid line)(4" width) (90 mil thickness) |
2.382 | MILE | 2,000.00 | 4,764.00 | 3,300.00 | 7,860.60 | ||||
| 732-03-A-04 | plast pvmt striping(broken line) (4" width) ( 90 mil thickness) |
1.216 | MILE | 1,000.00 | 1,216.00 | 1,200.00 | 1,459.20 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 9 | EACH | 300.00 | 2,700.00 | 350.00 | 3,150.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 4 | EACH | 350.00 | 1,400.00 | 350.00 | 1,400.00 | ||||
| 732-05 | removal of existing markings | 1.000 | MILE | 8,500.00 | 8,500.00 | 4,000.00 | 4,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 75,000.00 | 75,000.00 | 155,000.00 | 155,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 75,000.00 | 75,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 43.83 | CUYD | 1,200.00 | 52,596.00 | 1,200.00 | 52,596.00 | ||||
| 805-12-S | reinforced concrete box culverts (8'x 8') (extensions) | 177.5 | LNFT | 750.00 | 133,125.00 | 750.00 | 133,125.00 | ||||
| 806-01 | deformed reinforcing steel | 2,885 | LB | 1.50 | 4,327.50 | 1.65 | 4,760.25 | ||||
| S-001 | remove and remount existing sign faces (single post) | 18 | EACH | 1,800.00 | 32,400.00 | 1,800.00 | 32,400.00 | ||||
| S-002 | remove and remount existing sign faces (multiple post) | 10 | EACH | 2,200.00 | 22,000.00 | 2,000.00 | 20,000.00 | ||||
| S-003 | dynamic message sign unit | 3 | EACH | 12,500.00 | 37,500.00 | 11,000.00 | 33,000.00 | ||||
| CONTRACTOR TOTAL | 5,018,921.54 | 5,596,879.95 | |||||||||