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| DBE GOAL FED | |||
| Lead Project: 060-03-0022 | |||
| Parish: E FELICIANA | |||
| Routes: LA 67, LA 10 | |||
| Description: S. GROSS RD. - W. JCT. LA 67 / E. JCT. LA 67 - N. KERNAN ST. | |||
| Type Const:
grading, dr. strs., cold planing asph. concrete, superpave asph. concrete overlay, class ii base course, superpave asph. conc. pavement, roadway rein. mesh and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,136,661.26 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,345,120.66 |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,377,983.86 |
| 4 | 02214 | W. E. BLAIN & SONS, INC. | $2,576,929.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 4 - W. E. BLAIN & SONS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-F | removal of concrete combination curb & gutter | 200.0 | LNFT | 5.14 | 1,028.00 | 10.00 | 2,000.00 | 7.00 | 1,400.00 | 75.00 | 15,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 607.6 | SQYD | 4.54 | 2,758.50 | 5.00 | 3,038.00 | 7.00 | 4,253.20 | 8.50 | 5,164.60 |
| 202-02-H | removal of guard rail | 751 | LNFT | 3.09 | 2,320.59 | 4.00 | 3,004.00 | 3.00 | 2,253.00 | 3.15 | 2,365.65 |
| 203-08 | borrow (vehicular measurement) | 1,400 | CUYD | 13.34 | 18,676.00 | 15.00 | 21,000.00 | 12.00 | 16,800.00 | 18.65 | 26,110.00 |
| 302-02-B-01 | class ii base course (8 1/2" thick)(crushed stone or recycled pccp) |
2,951.1 | SQYD | 13.36 | 39,426.69 | 20.00 | 59,022.00 | 25.00 | 73,777.50 | 13.64 | 40,253.00 |
| 302-02-D-01 | class ii base course (12" thick)(crushed stone or recycled pccp) |
847.5 | SQYD | 19.99 | 16,941.52 | 20.00 | 16,950.00 | 35.00 | 29,662.50 | 22.04 | 18,678.90 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
480 | CUYD | 12.93 | 6,206.40 | 30.00 | 14,400.00 | 30.00 | 14,400.00 | 33.38 | 16,022.40 |
| 502-01-A | superpave asphaltic concrete (level 1) | 11,296.8 | TON | 40.91 | 462,152.08 | 42.00 | 474,465.60 | 39.00 | 440,575.20 | 44.35 | 501,013.08 |
| 502-01-A-01 | superpave asphaltic concrete wearing course (level 1f) | 11,665.7 | TON | 46.01 | 536,738.85 | 45.00 | 524,956.50 | 39.00 | 454,962.30 | 50.85 | 593,200.84 |
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
1,654.9 | TON | 79.07 | 130,852.94 | 50.00 | 82,745.00 | 70.00 | 115,843.00 | 58.75 | 97,225.37 |
| 509-01-A | cold planing asphaltic pavement (2" average depth) | 48,800 | SQYD | 0.86 | 41,968.00 | 2.00 | 97,600.00 | 1.07 | 52,216.00 | 1.30 | 63,440.00 |
| 509-01-B | cold planing asphaltic pavement (3 1/2" average depth) | 45,936 | SQYD | 1.03 | 47,314.08 | 2.50 | 114,840.00 | 2.00 | 91,872.00 | 2.45 | 112,543.20 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 5,696 | CUYD | 0.15 | - 854.40 | 20.00 | - 113,920.00 | 0.10 | - 569.60 | FREE | FREE |
| 701-05-G | side drain pipe (18" rcp) | 16 | LNFT | 32.91 | 526.56 | 135.00 | 2,160.00 | 60.00 | 960.00 | 55.25 | 884.00 |
| 701-05-I | side drain pipe (24" rcp) | 120 | LNFT | 46.28 | 5,553.60 | 60.00 | 7,200.00 | 70.00 | 8,400.00 | 67.50 | 8,100.00 |
| 702-03-D | catch basins (cb-07) | 2 | EACH | 3,600.00 | 7,200.00 | 4,000.00 | 8,000.00 | 4,000.00 | 8,000.00 | 2,490.00 | 4,980.00 |
| 702-04-A | adjusting manholes | 18 | EACH | 1,030.00 | 18,540.00 | 500.00 | 9,000.00 | 300.00 | 5,400.00 | 1,076.00 | 19,368.00 |
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 446.6 | LNFT | 32.91 | 14,697.60 | 40.00 | 17,864.00 | 32.00 | 14,291.20 | 32.32 | 14,434.11 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 76.0 | LNFT | 43.20 | 3,283.20 | 35.00 | 2,660.00 | 42.00 | 3,192.00 | 42.42 | 3,223.92 |
| 704-03 | blocked out guard rail | 1,006.3 | LNFT | 13.88 | 13,967.44 | 16.50 | 16,603.95 | 14.00 | 14,088.20 | 13.64 | 13,725.93 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 50.0 | LNFT | 31.88 | 1,594.00 | 35.00 | 1,750.00 | 31.00 | 1,550.00 | 31.31 | 1,565.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 32.91 | 3,291.00 | 45.00 | 4,500.00 | 32.00 | 3,200.00 | 32.32 | 3,232.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,543.00 | 6,172.00 | 1,750.00 | 7,000.00 | 1,500.00 | 6,000.00 | 1,515.00 | 6,060.00 |
| 704-11-B | guard rail end treatment (tangent) | 11 | EACH | 1,750.00 | 19,250.00 | 2,050.00 | 22,550.00 | 1,700.00 | 18,700.00 | 1,717.00 | 18,887.00 |
| 706-01-A | concrete walk (4" thick) | 149.4 | SQYD | 30.86 | 4,610.48 | 50.00 | 7,470.00 | 40.00 | 5,976.00 | 77.85 | 11,630.79 |
| 706-03-A | incidental concrete paving (4" thick) | 25.0 | SQYD | 36.00 | 900.00 | 100.00 | 2,500.00 | 50.00 | 1,250.00 | 66.25 | 1,656.25 |
| 707-03 | combination concrete curb & gutter | 678.0 | LNFT | 25.71 | 17,431.38 | 15.00 | 10,170.00 | 25.00 | 16,950.00 | 13.00 | 8,814.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 7,400.00 | 7,400.00 | 25,000.00 | 25,000.00 | 108,000.00 | 108,000.00 | 66,000.00 | 66,000.00 |
| 713-03-C | temporary pavement markings (8" width) | 300 | LNFT | 0.41 | 123.00 | 0.50 | 150.00 | 0.10 | 30.00 | 0.40 | 120.00 |
| 713-03-E | temporary pavement markings (24" width) | 40 | LNFT | 1.23 | 49.20 | 2.00 | 80.00 | 0.50 | 20.00 | 1.21 | 48.40 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.184 | MILE | 308.00 | 1,596.67 | 350.00 | 1,814.40 | 600.00 | 3,110.40 | 510.00 | 2,643.84 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
14.739 | MILE | 295.00 | 4,348.00 | 320.00 | 4,716.48 | 125.00 | 1,842.37 | 288.86 | 4,257.50 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 55.194 | MILE | 479.00 | 26,437.92 | 320.00 | 17,662.08 | 10.00 | 551.94 | 469.65 | 25,921.86 |
| 724-01-A | pavement patching (6" minimum thickness) | 200 | SQYD | 36.39 | 7,278.00 | 35.00 | 7,000.00 | 20.00 | 4,000.00 | 64.60 | 12,920.00 |
| 724-03 | pavement joint repair | 155.2 | TON | 120.00 | 18,624.00 | 200.00 | 31,040.00 | 75.00 | 11,640.00 | 180.00 | 27,936.00 |
| 727-01 | mobilization | lump | LUMP | 33,200.00 | 33,200.00 | 120,000.00 | 120,000.00 | 110,000.00 | 110,000.00 | 167,000.00 | 167,000.00 |
| 729-16-B | object marker assembly (type 2) | 12 | EACH | 51.43 | 617.16 | 65.00 | 780.00 | 50.00 | 600.00 | 50.50 | 606.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 61.71 | 987.36 | 75.00 | 1,200.00 | 60.00 | 960.00 | 60.60 | 969.60 |
| 731-02 | reflectorized raised pavement markers | 837 | EACH | 5.09 | 4,260.33 | 6.00 | 5,022.00 | 6.00 | 5,022.00 | 5.00 | 4,185.00 |
| 732-01-C | plastic pavement striping (8" width) | 300 | LNFT | 0.91 | 273.00 | 1.00 | 300.00 | 2.00 | 600.00 | 0.89 | 267.00 |
| 732-01-E | plastic pavement striping (24" width) | 40 | LNFT | 3.00 | 120.00 | 4.00 | 160.00 | 3.00 | 120.00 | 2.95 | 118.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.294 | MILE | 1,826.00 | 31,578.84 | 2,000.00 | 34,588.00 | 2,000.00 | 34,588.00 | 1,793.76 | 31,021.28 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.913 | MILE | 730.00 | 3,586.49 | 800.00 | 3,930.40 | 800.00 | 3,930.40 | 717.10 | 3,523.11 |
| 732-04-A | plastic pavement striping (arrow) | 2 | EACH | 140.00 | 280.00 | 150.00 | 300.00 | 200.00 | 400.00 | 137.36 | 274.72 |
| 732-04-C | plastic pavement striping (only) | 1 | EACH | 195.42 | 195.42 | 250.00 | 250.00 | 200.00 | 200.00 | 191.90 | 191.90 |
| 735-01 | mailboxes | 44 | EACH | 13.00 | 572.00 | 2.00 | 88.00 | 1.00 | 44.00 | 4.21 | 185.24 |
| 735-02 | mailbox supports (single) | 36 | EACH | 145.00 | 5,220.00 | 100.00 | 3,600.00 | 100.00 | 3,600.00 | 132.00 | 4,752.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 243.00 | 243.00 | 135.00 | 135.00 | 175.00 | 175.00 | 210.00 | 210.00 |
| 735-04 | mailbox supports (multiple) | 2 | EACH | 306.00 | 612.00 | 275.00 | 550.00 | 600.00 | 1,200.00 | 368.00 | 736.00 |
| 739-01 | hydro-seeding | 4.67 | ACRE | 865.00 | 4,039.55 | 1,200.00 | 5,604.00 | 800.00 | 3,736.00 | 846.38 | 3,952.59 |
| 740-01 | construction layout | lump | LUMP | 13,575.00 | 13,575.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 15,857.00 | 15,857.00 |
| 741-11 | adjusting water valve and meter box | 3 | EACH | 620.00 | 1,860.00 | 1,000.00 | 3,000.00 | 500.00 | 1,500.00 | 650.00 | 1,950.00 |
| S-001 | roadway reinforcing mesh (complete road system) | 91,041 | SQYD | 5.50 | 500,725.50 | 6.25 | 569,006.25 | 6.25 | 569,006.25 | 5.78 | 526,216.98 |
| S-002 | pavement patching (8" minimum thickness) | 825.0 | SQYD | 40.28 | 33,231.00 | 75.00 | 61,875.00 | 50.00 | 41,250.00 | 62.20 | 51,315.00 |
| S-003 | special anchor section | 1 | EACH | 735.00 | 735.00 | 1,000.00 | 1,000.00 | 725.00 | 725.00 | 718.11 | 718.11 |
| S-004 | painting curb (9" width) | 53 | LNFT | 20.57 | 1,090.21 | 30.00 | 1,590.00 | 10.00 | 530.00 | 20.20 | 1,070.60 |
| S-005 | pavement coring for signs (12" deep) | 1 | EACH | 150.00 | 150.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 334.15 | 334.15 |
| S-006 | removal of grassed area (15 1/2" thick) | 850.0 | SQYD | 5.08 | 4,318.00 | 5.00 | 4,250.00 | 10.00 | 8,500.00 | 5.50 | 4,675.00 |
| S-007 | rumble strips (ground-in) | 6.6 | MILE | 1,028.50 | 6,788.10 | 1,500.00 | 9,900.00 | 1,000.00 | 6,600.00 | 1,420.24 | 9,373.58 |
| CONTRACTOR TOTAL | 2,136,661.26 | 2,345,120.66 | 2,377,983.86 | 2,576,929.00 | |||||||