| |||
| DBE GOAL FED | |||
| Lead Project: 059-04-0018 | |||
| Parish: WASHINGTON | |||
| Routes: LA 25 | |||
| Description: JUNCTION ROUTE LA 430 - MISSISSIPPI STATE LINE | |||
| Type Const:
grading, pavement patching, cold planing asphaltic concrete, superpave asphaltic concrete overlay, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,709,787.83 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,735,850.54 |
| 3 | 22040 | COVINGTON PAVING CO. | $1,833,085.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - COVINGTON PAVING CO. |
|
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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 | 1,190 | LNFT | 5.00 | 5,950.00 | 4.10 | 4,879.00 | 3.00 | 3,570.00 | ||
| 203-08 | borrow (vehicular measurement) | 200 | CUYD | 13.60 | 2,720.00 | 23.00 | 4,600.00 | 12.00 | 2,400.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,617 | CUYD | 6.29 | 22,750.93 | 23.00 | 83,191.00 | 20.00 | 72,340.00 | ||
| 502-01 | superpave asphaltic concrete | 21,051.7 | TON | 52.00 | 1,094,688.40 | 51.00 | 1,073,636.70 | 54.20 | 1,141,002.14 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and miscellaneous |
1,733.0 | TON | 10.00 | 17,330.00 | 60.00 | 103,980.00 | 60.00 | 103,980.00 | ||
| 509-01 | cold planing asphaltic pavement | 156,448 | SQYD | 1.00 | 156,448.00 | 1.00 | 156,448.00 | 1.06 | 165,834.88 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 440.0 | LNFT | 37.00 | 16,280.00 | 36.00 | 15,840.00 | 35.00 | 15,400.00 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 112.5 | LNFT | 32.00 | 3,600.00 | 31.00 | 3,487.50 | 30.00 | 3,375.00 | ||
| 704-11-A | guard rail end treatment (flared) | 20 | EACH | 2,000.00 | 40,000.00 | 1,900.00 | 38,000.00 | 1,850.00 | 37,000.00 | ||
| 706-03-A | incidental concrete paving (4" thick) | 12.0 | SQYD | 120.00 | 1,440.00 | 52.00 | 624.00 | FREE | FREE | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 12,000.00 | 12,000.00 | 50,000.00 | 50,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
22.520 | MILE | 140.00 | 3,152.80 | 129.00 | 2,905.08 | 503.00 | 11,327.56 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
18.700 | MILE | 10.00 | 187.00 | 300.00 | 5,610.00 | 235.00 | 4,394.50 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 63.960 | MILE | 20.00 | 1,279.20 | 1.00 | 63.96 | 565.00 | 36,137.40 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 300 | SQYD | 65.00 | 19,500.00 | 73.00 | 21,900.00 | 43.56 | 13,068.00 | ||
| 727-01 | mobilization | lump | LUMP | 108,000.00 | 108,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 75.00 | 1,500.00 | 72.00 | 1,440.00 | 70.00 | 1,400.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,486 | EACH | 5.00 | 7,430.00 | 5.00 | 7,430.00 | 4.40 | 6,538.40 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 31.980 | MILE | 1,800.00 | 57,564.00 | 1,900.00 | 60,762.00 | 1,784.00 | 57,052.32 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.350 | MILE | 650.00 | 6,077.50 | 718.00 | 6,713.30 | 622.00 | 5,815.70 | ||
| 735-01 | mailboxes | 70 | EACH | 2.00 | 140.00 | 12.00 | 840.00 | 10.00 | 700.00 | ||
| 735-02 | mailbox supports (single) | 70 | EACH | 125.00 | 8,750.00 | 150.00 | 10,500.00 | 125.00 | 8,750.00 | ||
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 31,000.00 | 31,000.00 | 16,000.00 | 16,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 65,000.00 | 65,000.00 | 40,000.00 | 40,000.00 | 27,000.00 | 27,000.00 | ||
| CONTRACTOR TOTAL | 1,709,787.83 | 1,735,850.54 | 1,833,085.90 | ||||||||