| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 052-02-0025 | |||
| Parish: POINTE COUPEE | |||
| Routes: LA 1 | |||
| Description: JCT. LA 413 - W. JCT. LA 10 | |||
| Type Const:
grading, drain struct, in-place cement treated bc, class ii bc, cold plan asph pvmt, interlayer fabric, superpave ac ovly, asph surface trmt, pvmt patching, and related work. | |||
| Estimated Construction Cost: $7,450,210.02 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $7,098,844.20 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $7,166,654.30 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $7,785,703.65 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $7,874,051.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - COASTAL BRIDGE CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 22,000.00 | 22,000.00 | 25,000.00 | 25,000.00 |
| 202-02-D | removal of concrete walks & drives | 600 | SQYD | 26.00 | 15,600.00 | 15.00 | 9,000.00 | 10.00 | 6,000.00 | 20.00 | 12,000.00 |
| 202-02-E | removal of concrete curbs | 100.0 | LNFT | 18.00 | 1,800.00 | 15.00 | 1,500.00 | 10.00 | 1,000.00 | 16.50 | 1,650.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,603.1 | SQYD | 10.00 | 16,031.00 | 15.00 | 24,046.50 | 6.00 | 9,618.60 | 16.50 | 26,451.15 |
| 202-02-H | removal of guard rail | 384 | LNFT | 10.00 | 3,840.00 | 10.00 | 3,840.00 | 10.00 | 3,840.00 | 8.85 | 3,398.40 |
| 202-02-I | removal of railroad grade crossing | 3 | EACH | 5,000.00 | 15,000.00 | 20,000.00 | 60,000.00 | 8,000.00 | 24,000.00 | 10,000.00 | 30,000.00 |
| 202-02-J | removal of existing headwall and wingwalls | 1 | EACH | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 |
| 202-02-K | removal of catch basins | 2 | EACH | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 | 1,100.00 | 2,200.00 |
| 202-02-L | removal of manholes | 2 | EACH | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 | 1,100.00 | 2,200.00 |
| 203-08 | borrow (vehicular measurement) | 13,500 | CUYD | 12.00 | 162,000.00 | 7.00 | 94,500.00 | 18.00 | 243,000.00 | 5.00 | 67,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 120.00 | 1,200.00 | 100.00 | 1,000.00 | 100.00 | 1,000.00 | 170.00 | 1,700.00 |
| 204-06 | temporary silt fencing | 1,000 | LNFT | 2.00 | 2,000.00 | 1.65 | 1,650.00 | 1.60 | 1,600.00 | 1.70 | 1,700.00 |
| 302-02-D-01 | class ii base course (12" thick)(asphaltic concrete only) |
2,212.3 | SQYD | 50.00 | 110,615.00 | 60.00 | 132,738.00 | 60.00 | 132,738.00 | 85.00 | 188,045.50 |
| 308-01-B | in-place cement treated base course (15" thick) | 32,029 | SQYD | 12.00 | 384,348.00 | 25.00 | 800,725.00 | 8.00 | 256,232.00 | 15.00 | 480,435.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
915 | CUYD | 55.00 | 50,325.00 | 30.00 | 27,450.00 | 45.00 | 41,175.00 | 32.00 | 29,280.00 |
| 502-01 | superpave asphaltic concrete | 48,223.2 | TON | 68.00 | 3,279,177.60 | 65.00 | 3,134,508.00 | 80.00 | 3,857,856.00 | 73.25 | 3,532,349.40 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
3,325.4 | TON | 90.00 | 299,286.00 | 65.00 | 216,151.00 | 125.00 | 415,675.00 | 95.00 | 315,913.00 |
| 509-01-A | cold planing asphaltic pavement (1" average depth) | 159,618 | SQYD | 1.75 | 279,331.50 | 0.80 | 127,694.40 | 1.25 | 199,522.50 | 2.55 | 407,025.90 |
| 509-01-B | cold planing asphaltic pavement (3.5" average depth) | 91,484 | SQYD | 3.25 | 297,323.00 | 2.50 | 228,710.00 | 1.35 | 123,503.40 | 4.10 | 375,084.40 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 9,996 | CUYD | 0.00 | 0.00 | 0.01 | - 99.96 | 0.01 | - 99.96 | 0.00 | 0.00 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
10,000 | LNFT | 1.90 | 19,000.00 | 2.00 | 20,000.00 | 2.20 | 22,000.00 | 1.25 | 12,500.00 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
2,000 | LNFT | 2.50 | 5,000.00 | 2.00 | 4,000.00 | 2.70 | 5,400.00 | 1.40 | 2,800.00 |
| 602-03 | cleaning and sealing random cracks | 2,000 | LNFT | 3.25 | 6,500.00 | 2.00 | 4,000.00 | 2.80 | 5,600.00 | 0.60 | 1,200.00 |
| 701-01-I | cross drain pipe (24" rcp) | 80 | LNFT | 160.00 | 12,800.00 | 200.00 | 16,000.00 | 175.00 | 14,000.00 | 150.00 | 12,000.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 94 | LNFT | 175.00 | 16,450.00 | 220.00 | 20,680.00 | 160.00 | 15,040.00 | 165.00 | 15,510.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 8 | LNFT | 190.00 | 1,520.00 | 240.00 | 1,920.00 | 280.00 | 2,240.00 | 180.00 | 1,440.00 |
| 701-10-M | reinforced concrete pipe (extension)(36") | 16 | LNFT | 220.00 | 3,520.00 | 250.00 | 4,000.00 | 200.00 | 3,200.00 | 200.00 | 3,200.00 |
| 701-14 | cleaning existing pipes | 532 | LNFT | 40.00 | 21,280.00 | 40.00 | 21,280.00 | 5.00 | 2,660.00 | 35.00 | 18,620.00 |
| 701-15 | concrete collar | 10 | EACH | 0.00 | 0.00 | 100.00 | 1,000.00 | 1,000.00 | 10,000.00 | 0.00 | 0.00 |
| 702-02-B | manholes (r-cb-11) | 2 | EACH | 4,500.00 | 9,000.00 | 4,000.00 | 8,000.00 | 2,500.00 | 5,000.00 | 4,100.00 | 8,200.00 |
| 702-03-A | catch basins (cb-01) | 2 | EACH | 3,500.00 | 7,000.00 | 4,000.00 | 8,000.00 | 4,000.00 | 8,000.00 | 3,000.00 | 6,000.00 |
| 702-04-A | adjusting manholes | 5 | EACH | 2,000.00 | 10,000.00 | 2,000.00 | 10,000.00 | 1,000.00 | 5,000.00 | 1,900.00 | 9,500.00 |
| 702-04-B | adjusting catch basins | 5 | EACH | 2,500.00 | 12,500.00 | 2,000.00 | 10,000.00 | 1,000.00 | 5,000.00 | 1,900.00 | 9,500.00 |
| 702-07-B | cross drain safety end (type 2) | 1 | EACH | 9,600.00 | 9,600.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 200.0 | LNFT | 40.00 | 8,000.00 | 45.00 | 9,000.00 | 40.00 | 8,000.00 | 35.40 | 7,080.00 |
| 704-03 | blocked out guard rail | 312.6 | LNFT | 24.00 | 7,502.40 | 25.00 | 7,815.00 | 20.00 | 6,252.00 | 21.00 | 6,564.60 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 57.00 | 5,700.00 | 60.00 | 6,000.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,400.00 | 9,600.00 | 2,500.00 | 10,000.00 | 2,200.00 | 8,800.00 | 2,200.00 | 8,800.00 |
| 707-01 | concrete curb | 100.0 | LNFT | 160.00 | 16,000.00 | 40.00 | 4,000.00 | 40.00 | 4,000.00 | 45.00 | 4,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 | 20,000.00 | 20,000.00 | 180,000.00 | 180,000.00 |
| 713-03-C | temporary pavement markings (8" width) | 630 | LNFT | 0.50 | 315.00 | 0.15 | 94.50 | 0.40 | 252.00 | 0.25 | 157.50 |
| 713-03-E | temporary pavement markings (24" width) | 510 | LNFT | 1.00 | 510.00 | 0.50 | 255.00 | 1.00 | 510.00 | 0.70 | 357.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
32.520 | MILE | 300.00 | 9,756.00 | 700.00 | 22,764.00 | 455.00 | 14,796.60 | 380.00 | 12,357.60 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
28.626 | MILE | 300.00 | 8,587.80 | 10.00 | 286.26 | 400.00 | 11,450.40 | 305.00 | 8,730.93 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 56.242 | MILE | 300.00 | 16,872.60 | 100.00 | 5,624.20 | 755.00 | 42,462.71 | 635.00 | 35,713.67 |
| 713-06-A | temporary pavement legends and symbols (arrow) | 9 | EACH | 60.00 | 540.00 | 25.00 | 225.00 | 55.00 | 495.00 | 55.25 | 497.25 |
| 713-06-C | temporary pavement legends and symbols (only) | 9 | EACH | 60.00 | 540.00 | 25.00 | 225.00 | 55.00 | 495.00 | 55.25 | 497.25 |
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 12 | EACH | 250.00 | 3,000.00 | 50.00 | 600.00 | 100.00 | 1,200.00 | 225.00 | 2,700.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 11,000.00 | 11,000.00 |
| 724-01-A | pavement patching (6" minimum thickness) | 4,798 | SQYD | 26.00 | 124,748.00 | 30.00 | 143,940.00 | 62.00 | 297,476.00 | 40.00 | 191,920.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 9,922 | SQYD | 60.00 | 595,320.00 | 60.00 | 595,320.00 | 100.00 | 992,200.00 | 75.00 | 744,150.00 |
| 726-01 | bedding material | 50.0 | CUYD | 70.00 | 3,500.00 | 60.00 | 3,000.00 | 90.00 | 4,500.00 | 66.00 | 3,300.00 |
| 727-01 | mobilization | lump | LUMP | 520,000.00 | 520,000.00 | 248,000.00 | 248,000.00 | 350,000.00 | 350,000.00 | 400,000.00 | 400,000.00 |
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 60.00 | 1,200.00 | 50.00 | 1,000.00 | 45.00 | 900.00 | 55.00 | 1,100.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 85.00 | 680.00 | 70.00 | 560.00 | 70.00 | 560.00 | 80.00 | 640.00 |
| 731-02 | reflectorized raised pavement markers | 1,467 | EACH | 6.00 | 8,802.00 | 7.00 | 10,269.00 | 5.00 | 7,335.00 | 5.00 | 7,335.00 |
| 732-01-C | plastic pavement striping (8" width) | 210 | LNFT | 1.25 | 262.50 | 2.00 | 420.00 | 1.00 | 210.00 | 1.15 | 241.50 |
| 732-01-E | plastic pavement striping (24" width) | 170 | LNFT | 4.00 | 680.00 | 4.00 | 680.00 | 3.25 | 552.50 | 3.40 | 578.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.974 | MILE | 2,500.00 | 64,935.00 | 2,700.00 | 70,129.80 | 2,350.00 | 61,038.90 | 2,400.00 | 62,337.60 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.542 | MILE | 800.00 | 7,633.60 | 800.00 | 7,633.60 | 700.00 | 6,679.40 | 775.00 | 7,395.05 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | EACH | 200.00 | 600.00 | 250.00 | 750.00 | 150.00 | 450.00 | 170.00 | 510.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 250.00 | 750.00 | 250.00 | 750.00 | 200.00 | 600.00 | 170.00 | 510.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 4 | EACH | 500.00 | 2,000.00 | 2,000.00 | 8,000.00 | 450.00 | 1,800.00 | 445.00 | 1,780.00 |
| 735-01 | mailboxes | 63 | EACH | 8.00 | 504.00 | 5.00 | 315.00 | 5.00 | 315.00 | 7.00 | 441.00 |
| 735-02 | mailbox supports (single) | 60 | EACH | 150.00 | 9,000.00 | 120.00 | 7,200.00 | 125.00 | 7,500.00 | 130.00 | 7,800.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 250.00 | 250.00 | 200.00 | 200.00 | 250.00 | 250.00 | 250.00 | 250.00 |
| 736-01 | trenching and backfilling | 500 | LNFT | 4.00 | 2,000.00 | 4.00 | 2,000.00 | 3.00 | 1,500.00 | 3.50 | 1,750.00 |
| 736-02 | conduit with conductors (1" pec schedule 80) | 580 | LNFT | 6.00 | 3,480.00 | 5.00 | 2,900.00 | 5.00 | 2,900.00 | 5.50 | 3,190.00 |
| 736-03 | jacked or bored conduit (1" pec schedule 80) | 110 | LNFT | 6.00 | 660.00 | 5.00 | 550.00 | 5.00 | 550.00 | 5.70 | 627.00 |
| 736-09 | loop detector | 66 | LNFT | 15.00 | 990.00 | 12.00 | 792.00 | 12.00 | 792.00 | 12.20 | 805.20 |
| 736-10 | underground junction box | 2 | EACH | 300.00 | 600.00 | 250.00 | 500.00 | 280.00 | 560.00 | 280.00 | 560.00 |
| 736-12-A | conductor, 2c (loop lead-in, #14 awg) | 272 | LNFT | 2.00 | 544.00 | 2.00 | 544.00 | 2.00 | 544.00 | 2.00 | 544.00 |
| 739-01 | hydro-seeding | 12.23 | ACRE | 1,000.00 | 12,230.00 | 1,000.00 | 12,230.00 | 1,000.00 | 12,230.00 | 1,350.00 | 16,510.50 |
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 155,000.00 | 155,000.00 | 45,000.00 | 45,000.00 | 70,000.00 | 70,000.00 |
| 741-11 | adjusting water valve and meter box | 6 | EACH | 1,200.00 | 7,200.00 | 500.00 | 3,000.00 | 250.00 | 1,500.00 | 1,150.00 | 6,900.00 |
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 175,000.00 | 175,000.00 | 140,000.00 | 140,000.00 | 100,000.00 | 100,000.00 |
| 805-12-F-01 | reinforced concrete box culverts (5'x 4') | 8.0 | LNFT | 660.00 | 5,280.00 | 700.00 | 5,600.00 | 1,700.00 | 13,600.00 | 650.00 | 5,200.00 |
| S-001 | cleaning and sealing existing headwall joints | 16 | LNFT | 300.00 | 4,800.00 | 700.00 | 11,200.00 | 30.00 | 480.00 | 275.00 | 4,400.00 |
| S-002 | cleaning existing ditches | 2,200 | LNFT | 12.00 | 26,400.00 | 15.00 | 33,000.00 | 6.00 | 13,200.00 | 11.00 | 24,200.00 |
| S-003 | dynamic message sign unit | 2 | EACH | 20,000.00 | 40,000.00 | 15,000.00 | 30,000.00 | 20,000.00 | 40,000.00 | 20,000.00 | 40,000.00 |
| S-005 | rumble strips (ground-in) | 19.9 | MILE | 800.00 | 15,920.00 | 850.00 | 16,915.00 | 500.00 | 9,950.00 | 625.00 | 12,437.50 |
| S-006 | stump removal | 3 | EACH | 1,500.00 | 4,500.00 | 1,200.00 | 3,600.00 | 500.00 | 1,500.00 | 3,400.00 | 10,200.00 |
| S-007 | saw cutting asphaltic concrete patches (12" deep) | 50,000 | LNFT | 3.00 | 150,000.00 | 3.25 | 162,500.00 | 2.00 | 100,000.00 | 3.15 | 157,500.00 |
| S-008 | saw cutting asphaltic concrete patches (6" deep) | 25,000 | LNFT | 2.00 | 50,000.00 | 2.50 | 62,500.00 | 1.20 | 30,000.00 | 2.30 | 57,500.00 |
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
14,418 | LNFT | 1.80 | 25,952.40 | 2.00 | 28,836.00 | 2.00 | 28,836.00 | 1.70 | 24,510.60 |
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
240 | LNFT | 2.20 | 528.00 | 2.00 | 480.00 | 3.00 | 720.00 | 1.70 | 408.00 |
| S-927 | sawcuts in asphaltic concrete lifts | 14,658 | LNFT | 1.10 | 16,123.80 | 1.00 | 14,658.00 | 0.70 | 10,260.60 | 0.55 | 8,061.90 |
| CONTRACTOR TOTAL | 7,098,844.20 | 7,166,654.30 | 7,785,703.65 | 7,874,051.40 | |||||||