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| DBE GOAL FED | |||
| Lead Project: 855-08-0048 | |||
| Parish: TERREBONNE | |||
| Routes: LA 661 | |||
| Description: LA 661, HOUMA NAVIGATIONAL CANAL - LA 3040 | |||
| Type Const:
cleaning and resealing joints in pccp, superpave asph conc overlay, pavement patching, pavement widening and related work. | |||
| Estimated Construction Cost: $1,909,179.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $1,656,322.90 |
| 2 | 06487 | HUEY STOCKSTILL, INC. | $1,677,194.00 |
| 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-C | removal of portland cement concrete pavement | 320 | SQYD | 20.00 | 6,400.00 | 30.00 | 9,600.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 400.0 | LNFT | 10.00 | 4,000.00 | 4.00 | 1,600.00 | ||||
| 202-02-H | removal of guard rail | 135 | LNFT | 10.00 | 1,350.00 | 7.00 | 945.00 | ||||
| 202-03 | relocation of existing signs | 60 | EACH | 25.00 | 1,500.00 | 70.00 | 4,200.00 | ||||
| 203-08 | borrow (vehicular measurement) | 750 | CUYD | 10.00 | 7,500.00 | 13.00 | 9,750.00 | ||||
| 502-01 | superpave asphaltic concrete | 11,440.0 | TON | 76.00 | 869,440.00 | 66.00 | 755,040.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,227.3 | TON | 76.00 | 93,274.80 | 95.00 | 116,593.50 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
11,000 | LNFT | 1.25 | 13,750.00 | 0.90 | 9,900.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
16,000 | LNFT | 1.50 | 24,000.00 | 0.90 | 14,400.00 | ||||
| 602-03 | cleaning and sealing random cracks | 2,500 | LNFT | 2.50 | 6,250.00 | 3.00 | 7,500.00 | ||||
| 702-04-A | adjusting manholes | 6 | EACH | 100.00 | 600.00 | 500.00 | 3,000.00 | ||||
| 702-04-B | adjusting catch basins | 3 | EACH | 3,000.00 | 9,000.00 | 1,000.00 | 3,000.00 | ||||
| 704-01-B | guard rail (single thrie beam) (6'-3" post spacing) | 75.0 | LNFT | 100.00 | 7,500.00 | 100.00 | 7,500.00 | ||||
| 704-03 | blocked out guard rail | 6.3 | LNFT | 20.00 | 126.00 | 35.00 | 220.50 | ||||
| 704-11-B | guard rail end treatment (tangent) | 1 | EACH | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | ||||
| 707-03 | combination concrete curb & gutter | 150.0 | LNFT | 40.00 | 6,000.00 | 40.00 | 6,000.00 | ||||
| 712-02 | sacked concrete revetment | 40 | SQYD | 100.00 | 4,000.00 | 70.00 | 2,800.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 85,000.00 | 85,000.00 | 110,000.00 | 110,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 311 | LNFT | 0.10 | 31.10 | 0.10 | 31.10 | ||||
| 713-03-E | temporary pavement markings (24" width) | 519 | LNFT | 1.00 | 519.00 | 0.50 | 259.50 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
2.020 | MILE | 200.00 | 404.00 | 200.00 | 404.00 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.020 | MILE | 100.00 | 202.00 | 10.00 | 20.20 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 8.080 | MILE | 100.00 | 808.00 | 500.00 | 4,040.00 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 6 | EACH | 50.00 | 300.00 | 50.00 | 300.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 1,500 | SQYD | 45.00 | 67,500.00 | 75.00 | 112,500.00 | ||||
| 724-02 | pavement widening | 2,123.7 | SQYD | 45.00 | 95,566.50 | 40.00 | 84,948.00 | ||||
| 724-03 | pavement joint repair | 25.0 | TON | 20.00 | 500.00 | 75.00 | 1,875.00 | ||||
| 727-01 | mobilization | lump | LUMP | 160,000.00 | 160,000.00 | 160,000.00 | 160,000.00 | ||||
| 729-16-C | object marker assembly(type 3) | 2 | EACH | 90.00 | 180.00 | 100.00 | 200.00 | ||||
| 729-19-C | dead end road installation (type c) | 3 | EACH | 1,000.00 | 3,000.00 | 700.00 | 2,100.00 | ||||
| 731-02 | reflectorized raised pavement markers | 645 | EACH | 6.00 | 3,870.00 | 5.50 | 3,547.50 | ||||
| 732-01-C | plastic pavement striping (8" width) | 311 | LNFT | 1.00 | 311.00 | 1.00 | 311.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 519 | LNFT | 4.50 | 2,335.50 | 4.00 | 2,076.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.080 | MILE | 25.00 | 202.00 | 2,800.00 | 22,624.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | EACH | 250.00 | 750.00 | 200.00 | 600.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 250.00 | 750.00 | 250.00 | 750.00 | ||||
| 732-05 | removal of existing markings | 0.106 | MILE | 8,000.00 | 848.00 | 7,000.00 | 742.00 | ||||
| 735-01 | mailboxes | 73 | EACH | 7.00 | 511.00 | 5.00 | 365.00 | ||||
| 735-02 | mailbox supports (single) | 60 | EACH | 150.00 | 9,000.00 | 135.00 | 8,100.00 | ||||
| 735-03 | mailbox supports (double) | 5 | EACH | 175.00 | 875.00 | 185.00 | 925.00 | ||||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 250.00 | 250.00 | 300.00 | 300.00 | ||||
| 736-09 | loop detector | 1,500 | LNFT | 13.00 | 19,500.00 | 11.00 | 16,500.00 | ||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 11,000.00 | 11,000.00 | 68,000.00 | 68,000.00 | ||||
| S-001 | surface preparation | 3,369 | SQYD | 3.00 | 10,107.00 | 1.50 | 5,053.50 | ||||
| S-002 | special guard rail anchor section | 1 | EACH | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 | ||||
| S-003 | saw cutting | 9,612 | INFT | 1.00 | 9,612.00 | 1.10 | 10,573.20 | ||||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
22,000 | LNFT | 1.30 | 28,600.00 | 1.20 | 26,400.00 | ||||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
32,000 | LNFT | 1.20 | 38,400.00 | 0.60 | 19,200.00 | ||||
| S-927 | sawcuts in asphaltic concrete lifts | 27,000 | LNFT | 1.00 | 27,000.00 | 1.20 | 32,400.00 | ||||
| CONTRACTOR TOTAL | 1,656,322.90 | 1,677,194.00 | |||||||||