| READV |
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| DBE GOAL FED | |||
| Lead Project: 742-26-0052 | |||
| Parish: JEFFERSON | |||
| Routes: | |||
| Description: LAPALCO BLVD. OVERLAY (TIMBERLANE DR. - WALL BLVD.) | |||
| Type Const:
drainage structures, cold planing asphaltic concrete pavement, superpave asphaltic concrete overlay, and related work | |||
| Estimated Construction Cost: $1,820,837.30 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $2,108,685.60 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $2,425,844.20 |
| 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 | 846 | SQYD | 14.00 | 11,844.00 | 15.00 | 12,690.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 908.0 | LNFT | 14.00 | 12,712.00 | 18.00 | 16,344.00 | ||||
| 202-02-H | removal of guard rail | 370 | LNFT | 5.00 | 1,850.00 | 10.00 | 3,700.00 | ||||
| 202-02-01 | removal of asphaltic concrete curb and gutter | 105 | LNFT | 14.00 | 1,470.00 | 20.00 | 2,100.00 | ||||
| 202-02-02 | removal of approach slabs | 1,111.1 | SQYD | 30.00 | 33,333.00 | 40.00 | 44,444.00 | ||||
| 202-02-03 | removal of concrete | 6 | SQYD | 14.00 | 84.00 | 50.00 | 300.00 | ||||
| 203-08 | borrow (vehicular measurement) | 300 | CUYD | 75.00 | 22,500.00 | 30.00 | 9,000.00 | ||||
| 204-02 | temporary hay or straw bales | 20 | EACH | 20.00 | 400.00 | 30.00 | 600.00 | ||||
| 204-06 | temporary silt fencing | 400 | LNFT | 3.00 | 1,200.00 | 6.00 | 2,400.00 | ||||
| 502-01 | superpave asphaltic concrete | 6,587.4 | TON | 80.00 | 526,992.00 | 90.00 | 592,866.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
763.7 | TON | 80.00 | 61,096.00 | 120.00 | 91,644.00 | ||||
| 509-01 | cold planing asphaltic pavement | 25,282 | SQYD | 5.00 | 126,410.00 | 4.00 | 101,128.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
920 | LNFT | 1.50 | 1,380.00 | 2.00 | 1,840.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
2,510 | LNFT | 1.50 | 3,765.00 | 2.00 | 5,020.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 200 | LNFT | 40.00 | 8,000.00 | 70.00 | 14,000.00 | ||||
| 701-14 | cleaning existing pipes | 5,011 | LNFT | 6.00 | 30,066.00 | 9.00 | 45,099.00 | ||||
| 702-03-A | catch basins (cb-01) | 4 | EACH | 3,500.00 | 14,000.00 | 7,000.00 | 28,000.00 | ||||
| 702-03-C | catch basins (cb-06) | 4 | EACH | 3,500.00 | 14,000.00 | 9,000.00 | 36,000.00 | ||||
| 702-04-A | adjusting manholes | 5 | EACH | 200.00 | 1,000.00 | 1,500.00 | 7,500.00 | ||||
| 702-04-B | adjusting catch basins | 51 | EACH | 400.00 | 20,400.00 | 700.00 | 35,700.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 337.5 | LNFT | 110.00 | 37,125.00 | 50.00 | 16,875.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 431.3 | LNFT | 50.00 | 21,565.00 | 90.00 | 38,817.00 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
37.5 | LNFT | 85.00 | 3,187.50 | 90.00 | 3,375.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 6 | EACH | 2,800.00 | 16,800.00 | 3,000.00 | 18,000.00 | ||||
| 705-06-D | chain link fence (7-foot height) | 64 | LNFT | 30.00 | 1,920.00 | 50.00 | 3,200.00 | ||||
| 706-01-A | concrete walk (4" thick) | 118.3 | SQYD | 66.00 | 7,807.80 | 75.00 | 8,872.50 | ||||
| 706-02-E | concrete drive(8" thick) | 76.0 | SQYD | 90.00 | 6,840.00 | 110.00 | 8,360.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 223.8 | SQYD | 70.00 | 15,666.00 | 75.00 | 16,785.00 | ||||
| 707-01-A | concrete curb (doweled barrier extension) | 5,000.0 | LNFT | 30.00 | 150,000.00 | 32.00 | 160,000.00 | ||||
| 707-03 | combination concrete curb & gutter | 846.0 | LNFT | 40.00 | 33,840.00 | 45.00 | 38,070.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 160,000.00 | 160,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.033 | MILE | 100.00 | 403.30 | 400.00 | 1,613.20 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
51 | EACH | 900.00 | 45,900.00 | 800.00 | 40,800.00 | ||||
| 717-01 | seeding | 20 | LB | 60.00 | 1,200.00 | 100.00 | 2,000.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 10 | SQYD | 20.00 | 200.00 | 50.00 | 500.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 90 | SQYD | 140.00 | 12,600.00 | 120.00 | 10,800.00 | ||||
| 726-01 | bedding material | 25.0 | CUYD | 50.00 | 1,250.00 | 80.00 | 2,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 210,000.00 | 210,000.00 | 240,000.00 | 240,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 613 | EACH | 6.00 | 3,678.00 | 6.00 | 3,678.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 2,420 | LNFT | 1.20 | 2,904.00 | 1.50 | 3,630.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 582 | LNFT | 4.00 | 2,328.00 | 4.00 | 2,328.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.063 | MILE | 3,000.00 | 6,189.00 | 3,000.00 | 6,189.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.970 | MILE | 800.00 | 1,576.00 | 900.00 | 1,773.00 | ||||
| 732-05 | removal of existing markings | 1.016 | MILE | 600.00 | 609.60 | 6,000.00 | 6,096.00 | ||||
| 736-09 | loop detector | 960 | LNFT | 12.00 | 11,520.00 | 14.00 | 13,440.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| S-001 | roadway reinforcing mesh (complete road system) | 25,282 | SQYD | 5.00 | 126,410.00 | 5.75 | 145,371.50 | ||||
| S-002 | cleaning and resealing random cracks in asphaltic concrete pavement |
10,898 | LNFT | 1.00 | 10,898.00 | 2.00 | 21,796.00 | ||||
| S-003 | impact attenuators (construction zone) | 1 | EACH | 27,000.00 | 27,000.00 | 25,000.00 | 25,000.00 | ||||
| S-004 | approach slab bedding material (vehicular measure) | 600 | CUYD | 100.00 | 60,000.00 | 70.00 | 42,000.00 | ||||
| S-005 | saw cutting portland cement concrete | 1,200 | INFT | 10.00 | 12,000.00 | 5.00 | 6,000.00 | ||||
| S-006 | concrete approach slab | 1,111.12 | SQYD | 220.00 | 244,446.40 | 250.00 | 277,780.00 | ||||
| S-007 | saw cutting asphaltic concrete pavement | 6,880 | INFT | 1.50 | 10,320.00 | 1.50 | 10,320.00 | ||||
| CONTRACTOR TOTAL | 2,108,685.60 | 2,425,844.20 | |||||||||