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| DBE GOAL FED | |||
| Lead Project: 052-01-0018 | |||
| Parish: POINTE COUPEE | |||
| Routes: LA 1 | |||
| Description: OSCAR - S. JCT. LA 3131 | |||
| Type Const:
grading, drain struct, cold planing acp, class ii bc, pvmt patch, superpave acp ovly, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $3,050,709.60 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,149,118.40 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $3,172,729.54 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - COASTAL BRIDGE CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 87 | SQYD | 10.00 | 870.00 | 20.00 | 1,740.00 | 15.00 | 1,305.00 | ||
| 202-02-E | removal of concrete curbs | 106.2 | LNFT | 5.00 | 531.00 | 25.00 | 2,655.00 | 20.00 | 2,124.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 1,293.9 | SQYD | 5.00 | 6,469.50 | 8.00 | 10,351.20 | 10.00 | 12,939.00 | ||
| 203-08 | borrow (vehicular measurement) | 2,287 | CUYD | 10.00 | 22,870.00 | 15.00 | 34,305.00 | 12.00 | 27,444.00 | ||
| 302-02-D-01 | class ii base course (12" thick) (crushed stone or recycled pccp) |
1,489.9 | SQYD | 25.00 | 37,247.50 | 25.00 | 37,247.50 | 30.00 | 44,697.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
980 | CUYD | 40.00 | 39,200.00 | 45.00 | 44,100.00 | 15.00 | 14,700.00 | ||
| 502-01 | superpave asphaltic concrete | 26,920.6 | TON | 37.00 | 996,062.20 | 46.00 | 1,238,347.60 | 52.00 | 1,399,871.20 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,632.1 | TON | 37.00 | 97,387.70 | 75.00 | 197,407.50 | 75.00 | 197,407.50 | ||
| 509-01-A | cold planing asphaltic pavement (1 1/2" average depth) | 2,278 | SQYD | 3.00 | 6,834.00 | 2.00 | 4,556.00 | 2.00 | 4,556.00 | ||
| 509-01-B | cold planing asphaltic pavement (2" average depth) | 136,770 | SQYD | 1.50 | 205,155.00 | 2.00 | 273,540.00 | 2.60 | 355,602.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,462 | CUYD | 0.10 | - 346.20 | FREE | FREE | 1.00 | - 3,462.00 | ||
| 701-01-K | cross drain pipe (30" rpvccp only) | 80 | LNFT | 150.00 | 12,000.00 | 150.00 | 12,000.00 | 200.00 | 16,000.00 | ||
| 701-05-I-01 | side drain pipe (24" rcp) | 40 | LNFT | 75.00 | 3,000.00 | 75.00 | 3,000.00 | 125.00 | 5,000.00 | ||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | ||
| 702-04-A | adjusting manholes | 1 | EACH | 1,700.00 | 1,700.00 | 1,200.00 | 1,200.00 | 500.00 | 500.00 | ||
| 702-04-B | adjusting catch basins | 1 | EACH | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | ||
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 3,000.00 | 3,000.00 | 3,500.00 | 3,500.00 | 4,500.00 | 4,500.00 | ||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 3,500.00 | 7,000.00 | 3,500.00 | 7,000.00 | 2,500.00 | 5,000.00 | ||
| 706-02-C | concrete drive (6" thick) | 59.5 | SQYD | 40.00 | 2,380.00 | 45.00 | 2,677.50 | 65.00 | 3,867.50 | ||
| 707-03 | combination concrete curb & gutter | 226.0 | LNFT | 25.00 | 5,650.00 | 25.00 | 5,650.00 | 35.00 | 7,910.00 | ||
| 710-01 | flowable fill | 42 | CUYD | 100.00 | 4,200.00 | 150.00 | 6,300.00 | 200.00 | 8,400.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 220,000.00 | 220,000.00 | 100,000.00 | 100,000.00 | 65,000.00 | 65,000.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 762 | LNFT | 0.20 | 152.40 | 0.50 | 381.00 | 0.40 | 304.80 | ||
| 713-03-E | temporary pavement markings (24" width) | 822 | LNFT | 0.50 | 411.00 | 1.50 | 1,233.00 | 1.25 | 1,027.50 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
17.520 | MILE | 500.00 | 8,760.00 | 400.00 | 7,008.00 | 300.00 | 5,256.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
14.916 | MILE | 100.00 | 1,491.60 | 300.00 | 4,474.80 | 260.00 | 3,878.16 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 71.484 | MILE | 100.00 | 7,148.40 | 300.00 | 21,445.20 | 1.00 | 71.48 | ||
| 720-01-A | erosion control system, slope protection (type a) | 600 | SQYD | 1.50 | 900.00 | 2.00 | 1,200.00 | 1.50 | 900.00 | ||
| 724-01-A | pavement patching (6" minimum thickness) | 2,218 | SQYD | 20.00 | 44,360.00 | 30.00 | 66,540.00 | 10.00 | 22,180.00 | ||
| 726-01 | bedding material | 40.8 | CUYD | FREE | FREE | FREE | FREE | 65.00 | 2,652.00 | ||
| 727-01 | mobilization | lump | LUMP | 225,000.00 | 225,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 60.00 | 240.00 | 75.00 | 300.00 | 65.00 | 260.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,819 | EACH | 6.00 | 10,914.00 | 6.00 | 10,914.00 | 5.00 | 9,095.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 254 | LNFT | 1.00 | 254.00 | 1.00 | 254.00 | 1.00 | 254.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 274 | LNFT | 4.00 | 1,096.00 | 3.00 | 822.00 | 3.00 | 822.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.988 | MILE | 2,300.00 | 41,372.40 | 2,250.00 | 40,473.00 | 2,000.00 | 35,976.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.972 | MILE | 800.00 | 3,977.60 | 800.00 | 3,977.60 | 700.00 | 3,480.40 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 6 | EACH | 200.00 | 1,200.00 | 160.00 | 960.00 | 150.00 | 900.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 200.00 | 600.00 | 180.00 | 540.00 | 150.00 | 450.00 | ||
| 735-01 | mailboxes | 186 | EACH | 1.00 | 186.00 | 6.00 | 1,116.00 | 1.00 | 186.00 | ||
| 735-02 | mailbox supports (single) | 170 | EACH | 110.00 | 18,700.00 | 100.00 | 17,000.00 | 150.00 | 25,500.00 | ||
| 735-03 | mailbox supports (double) | 6 | EACH | 200.00 | 1,200.00 | 175.00 | 1,050.00 | 200.00 | 1,200.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 300.00 | 300.00 | 275.00 | 275.00 | 300.00 | 300.00 | ||
| 739-01 | hydro-seeding | 21.50 | ACRE | 800.00 | 17,200.00 | 1,000.00 | 21,500.00 | 800.00 | 17,200.00 | ||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 741-11 | adjusting water valve and meter box | 1 | EACH | 200.00 | 200.00 | 200.00 | 200.00 | 500.00 | 500.00 | ||
| 744-01 | traffic control management | lump | LUMP | 99,000.00 | 99,000.00 | 60,000.00 | 60,000.00 | 40,000.00 | 40,000.00 | ||
| 805-12-Y-01 | reinforced concrete box culverts (2'x 1 1/2') (extension) |
6.0 | LNFT | 600.00 | 3,600.00 | 600.00 | 3,600.00 | 1,500.00 | 9,000.00 | ||
| S-001 | roadway reinforcing mesh (complete road system) | 82,796 | SQYD | 5.50 | 455,378.00 | 5.00 | 413,980.00 | 5.00 | 413,980.00 | ||
| S-002 | removal of grassed area (24" minimum thickness) | 150.5 | SQYD | 15.00 | 2,257.50 | 15.00 | 2,257.50 | 10.00 | 1,505.00 | ||
| S-003 | rumble strips (ground-in) | 11.8 | MILE | 1,000.00 | 11,800.00 | 900.00 | 10,620.00 | 850.00 | 10,030.00 | ||
| S-004 | cleaning existing ditches | 400 | LNFT | 10.00 | 4,000.00 | 15.00 | 6,000.00 | 10.00 | 4,000.00 | ||
| S-005 | dynamic message sign unit | 2 | EACH | 20,000.00 | 40,000.00 | 30,000.00 | 60,000.00 | 12,000.00 | 24,000.00 | ||
| S-006 | pavement patching (18" minimum thickness) | 3,188.0 | SQYD | 100.00 | 318,800.00 | 90.00 | 286,920.00 | 45.00 | 143,460.00 | ||
| S-007 | plugging existing 18" rcp cross drain pipe | lump | LUMP | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| CONTRACTOR TOTAL | 3,050,709.60 | 3,149,118.40 | 3,172,729.54 | ||||||||