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| DBE GOAL FED | |||
| Lead Project: 742-26-0056 | |||
| Parish: JEFFERSON | |||
| Routes: | |||
| Description: LAPALCO BOULEVARD OVERLAY (MURPHY CANAL TO BROOKLYN AVENUE) | |||
| Type Const:
grad, cold planning asphaltic pavement, pavement patching, superpave asphaltic concrete overlay and related work | |||
| Estimated Construction Cost: $1,467,575.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $1,540,799.90 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,664,071.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
|
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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 | 301 | SQYD | 18.00 | 5,418.00 | 25.00 | 7,525.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 530.0 | LNFT | 22.50 | 11,925.00 | 7.00 | 3,710.00 | ||||
| 203-07 | borrow (vehicular measurement) | 370 | CUYD | 60.00 | 22,200.00 | 50.00 | 18,500.00 | ||||
| 204-02 | temporary hay or straw bales | 10 | EACH | 28.00 | 280.00 | 15.00 | 150.00 | ||||
| 204-06 | temporary silt fencing | 200 | LNFT | 5.50 | 1,100.00 | 3.00 | 600.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 250.0 | CUYD | 20.00 | 5,000.00 | 20.00 | 5,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 5,076.8 | TON | 100.00 | 507,680.00 | 100.00 | 507,680.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
418.6 | TON | 125.00 | 52,325.00 | 100.00 | 41,860.00 | ||||
| 509-01 | cold planing asphaltic pavement | 15,956 | SQYD | 6.00 | 95,736.00 | 6.00 | 95,736.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 178 | SQYD | 90.00 | 16,020.00 | 200.00 | 35,600.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 200 | LNFT | 150.00 | 30,000.00 | 125.00 | 25,000.00 | ||||
| 701-14 | cleaning existing pipes | 2,875 | LNFT | 9.00 | 25,875.00 | 8.00 | 23,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 9,850.00 | 9,850.00 | 4,400.00 | 4,400.00 | ||||
| 702-03-C | catch basins (cb-06) | 1 | EACH | 9,850.00 | 9,850.00 | 4,500.00 | 4,500.00 | ||||
| 702-04-A | adjusting manholes | 2 | EACH | 2,000.00 | 4,000.00 | 1,500.00 | 3,000.00 | ||||
| 702-04-B | adjusting catch basins | 17 | EACH | 2,600.00 | 44,200.00 | 3,000.00 | 51,000.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 81.3 | LNFT | 100.00 | 8,130.00 | 115.00 | 9,349.50 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 25.0 | LNFT | 65.00 | 1,625.00 | 72.00 | 1,800.00 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
8.5 | LNFT | 100.00 | 850.00 | 114.00 | 969.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 3,600.00 | 3,600.00 | 4,000.00 | 4,000.00 | ||||
| 706-01-A | concrete walk (4" thick) | 76.4 | SQYD | 108.00 | 8,251.20 | 90.00 | 6,876.00 | ||||
| 706-02-E | concrete drive (8" thick) | 301.4 | SQYD | 81.00 | 24,413.40 | 100.00 | 30,140.00 | ||||
| 707-01-A | concrete curb (pinned) | 4,377.9 | LNFT | 31.00 | 135,714.90 | 12.00 | 52,534.80 | ||||
| 707-03 | combination concrete curb & gutter | 522.2 | LNFT | 59.50 | 31,070.90 | 45.00 | 23,499.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 154,000.00 | 154,000.00 | 315,000.00 | 315,000.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 300 | LNFT | 1.10 | 330.00 | 1.00 | 300.00 | ||||
| 713-03-B | temporary pavement markings (broken line) (4" width) (10' length) |
2.409 | MILE | 300.00 | 722.70 | 300.00 | 722.70 | ||||
| 713-04-A | temporary pavement markings (solid line) (4" width) | 2.816 | MILE | 400.00 | 1,126.40 | 400.00 | 1,126.40 | ||||
| 713-05-A | temporary pavement legends and symbols (arrow) | 12 | EACH | 83.00 | 996.00 | 75.00 | 900.00 | ||||
| 713-05-C | temporary pavement legends and symbols (only) | 12 | EACH | 83.00 | 996.00 | 75.00 | 900.00 | ||||
| 717-01 | seeding | 20 | LB | 33.00 | 660.00 | 50.00 | 1,000.00 | ||||
| 718-01 | fertilizer | 120 | LB | 5.00 | 600.00 | 5.00 | 600.00 | ||||
| 726-01 | bedding material | 40.0 | CUYD | 55.00 | 2,200.00 | 40.00 | 1,600.00 | ||||
| 727-01 | mobilization | lump | LUMP | 154,000.00 | 154,000.00 | 165,000.00 | 165,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 251 | EACH | 6.00 | 1,506.00 | 6.00 | 1,506.00 | ||||
| 732-01-D | plastic pavement striping (12" width) | 377 | LNFT | 2.75 | 1,036.75 | 3.00 | 1,131.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 150 | LNFT | 5.00 | 750.00 | 5.00 | 750.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.369 | MILE | 2,700.00 | 3,696.30 | 2,700.00 | 3,696.30 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.199 | MILE | 6,400.00 | 1,273.60 | 6,500.00 | 1,293.50 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.056 | MILE | 900.00 | 950.40 | 950.00 | 1,003.20 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 6 | EACH | 235.00 | 1,410.00 | 250.00 | 1,500.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 6 | EACH | 235.00 | 1,410.00 | 250.00 | 1,500.00 | ||||
| 736-09 | loop detector | 200 | LNFT | 13.00 | 2,600.00 | 30.00 | 6,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 24,000.00 | 24,000.00 | 45,000.00 | 45,000.00 | ||||
| 741-06 | relocating fire hydrant | 1 | EACH | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | ||||
| S-001 | roadway reinforcement mesh (complete road system) | 15,956 | SQYD | 7.10 | 113,287.60 | 8.00 | 127,648.00 | ||||
| S-002 | saw cutting asphaltic concrete pavement | 785 | INFT | 0.75 | 588.75 | 1.00 | 785.00 | ||||
| S-003 | cleaning and resealing random cracks in asphaltic concrete pavement |
999 | LNFT | 10.00 | 9,990.00 | 20.00 | 19,980.00 | ||||
| S-004 | saw cutting portland cement concrete pavement (full depth) |
370 | LNFT | 1.50 | 555.00 | 10.00 | 3,700.00 | ||||
| CONTRACTOR TOTAL | 1,540,799.90 | 1,664,071.40 | |||||||||