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| DBE GOAL FED | |||
| Lead Project: 064-05-0079 | |||
| Parish: LAFOURCHE | |||
| Routes: LA 1, LA 24 | |||
| Description: CUTOFF - LAROSE & LAROSE - L.M. 7.45 | |||
| Type Const:
grading,cold planing asphaltic pavement,cement treated bc (shoulders),superpave asph concrete pavement,pavement widening,pavement patching, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $3,856,856.82 |
| 2 | 06487 | HUEY STOCKSTILL, INC. | $4,070,366.48 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC |
- 2 - HUEY STOCKSTILL, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 1,254 | LNFT | 3.00 | 3,762.00 | 3.00 | 3,762.00 | ||||
| 203-08 | borrow (vehicular measurement) | 1,500 | CUYD | 25.00 | 37,500.00 | 14.00 | 21,000.00 | ||||
| 203-08-A | borrow (vehicular measurement)(selected soils) | 12,000 | CUYD | 10.00 | 120,000.00 | 14.00 | 168,000.00 | ||||
| 203-09 | geotextile fabric | 50 | SQYD | 4.00 | 200.00 | 5.00 | 250.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
294 | CUYD | 60.00 | 17,640.00 | 44.00 | 12,936.00 | ||||
| 502-01 | superpave asphaltic concrete | 49,799.1 | TON | 45.00 | 2,240,959.50 | 44.00 | 2,191,160.40 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
3,450.0 | TON | 45.00 | 155,250.00 | 44.00 | 151,800.00 | ||||
| 509-01-A | cold planing asphaltic pavement (1.0" thick) | 106,224 | SQYD | 1.00 | 106,224.00 | 0.60 | 63,734.40 | ||||
| 509-01-B | cold planing asphaltic pavement (2.0" thick) | 41,883 | SQYD | 1.20 | 50,259.60 | 2.00 | 83,766.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,638 | CUYD | 10.00 | - 26,380.00 | 5.00 | - 13,190.00 | ||||
| 704-01-B | guard rail (single thrie beam) (6'-3" post spacing) | 50.0 | LNFT | 32.00 | 1,600.00 | 30.00 | 1,500.00 | ||||
| 704-01-C | guard rail (double thrie beam) (3'-1 1/2" post spacing) | 137.5 | LNFT | 43.00 | 5,912.50 | 40.00 | 5,500.00 | ||||
| 704-03 | blocked out guard rail | 293.8 | LNFT | 19.00 | 5,582.20 | 18.00 | 5,288.40 | ||||
| 704-05 | guard rail anchor section (bct) | 12.5 | LNFT | 70.00 | 875.00 | 70.00 | 875.00 | ||||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 75.0 | LNFT | 43.00 | 3,225.00 | 40.00 | 3,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 375.0 | LNFT | 48.00 | 18,000.00 | 50.00 | 18,750.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 15 | EACH | 2,100.00 | 31,500.00 | 2,000.00 | 30,000.00 | ||||
| 711-03-C | riprap (30-lb.) | 25.0 | TON | 100.00 | 2,500.00 | 80.00 | 2,000.00 | ||||
| 712-02 | sacked concrete revetment | 17 | SQYD | 100.00 | 1,700.00 | 150.00 | 2,550.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 11,000.00 | 11,000.00 | 108,400.00 | 108,400.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 600 | LNFT | 0.25 | 150.00 | 0.10 | 60.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 90 | LNFT | 0.75 | 67.50 | 0.30 | 27.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
30.912 | MILE | 150.00 | 4,636.80 | 40.00 | 1,236.48 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
20.400 | MILE | 5.00 | 102.00 | 80.00 | 1,632.00 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 95.028 | MILE | 15.00 | 1,425.42 | 100.00 | 9,502.80 | ||||
| 724-01-A | pavement patching (6" minimum thickness) | 1,000 | SQYD | 25.00 | 25,000.00 | 15.00 | 15,000.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 7,000 | SQYD | 25.00 | 175,000.00 | 20.00 | 140,000.00 | ||||
| 724-02 | pavement widening | 650.0 | SQYD | 40.00 | 26,000.00 | 50.00 | 32,500.00 | ||||
| 727-01 | mobilization | lump | LUMP | 170,000.00 | 170,000.00 | 400,000.00 | 400,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 66 | EACH | 64.00 | 4,224.00 | 60.00 | 3,960.00 | ||||
| 729-16-C | object marker assembly (type 3) | 23 | EACH | 77.00 | 1,771.00 | 70.00 | 1,610.00 | ||||
| 729-19-C | dead end road installation (type c) | 5 | EACH | 920.00 | 4,600.00 | 900.00 | 4,500.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,395 | EACH | 5.50 | 7,672.50 | 6.00 | 8,370.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 200 | LNFT | 1.00 | 200.00 | 1.00 | 200.00 | ||||
| 732-01-C-01 | plastic pavement striping (8" width) (dashed) | 90 | LNFT | 1.50 | 135.00 | 1.00 | 90.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 30 | LNFT | 4.00 | 120.00 | 3.00 | 90.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 31.676 | MILE | 1,800.00 | 57,016.80 | 2,000.00 | 63,352.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.800 | MILE | 800.00 | 5,440.00 | 1,000.00 | 6,800.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | EACH | 150.00 | 600.00 | 140.00 | 560.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 4 | EACH | 200.00 | 800.00 | 160.00 | 640.00 | ||||
| 735-01 | mailboxes | 40 | EACH | 5.00 | 200.00 | 6.00 | 240.00 | ||||
| 735-02 | mailbox supports (single) | 40 | EACH | 135.00 | 5,400.00 | 150.00 | 6,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||||
| 741-11 | adjusting water valve and meter box | 1 | EACH | 250.00 | 250.00 | 200.00 | 200.00 | ||||
| S-001 | pier protection system | 2 | EACH | 23,400.00 | 46,800.00 | 40,000.00 | 80,000.00 | ||||
| S-002 | remove and reconstruct bridge barrier wall | lump | LUMP | 10,600.00 | 10,600.00 | 20,000.00 | 20,000.00 | ||||
| S-003 | cement treated base course (12 inch depth) | 71,148 | SQYD | 7.00 | 498,036.00 | 5.50 | 391,314.00 | ||||
| S-004 | rumble strips (ground-in) | 19.0 | MILE | 700.00 | 13,300.00 | 600.00 | 11,400.00 | ||||
| CONTRACTOR TOTAL | 3,856,856.82 | 4,070,366.48 | |||||||||