| |||
| Lead Project: 030-01-0020 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 21 | |||
| Description: JCT. US 190 BUSINESS - JCT. LA 1084 | |||
| Type Const:
cold planning asphaltic concrete, pavement patching, superpave asphaltic concrete overlay and related work. | |||
| Estimated Construction Cost: $1,504,323.41 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,261,126.48 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,414,282.31 |
| 3 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,658,364.03 |
| 4 | 06487 | HUEY STOCKSTILL, INC. | $1,670,253.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - BOH BROS. CONSTRUCTION CO., LLC. |
- 4 - HUEY STOCKSTILL, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 502-01 | superpave asphaltic concrete | 7,995.2 | TON | 100.00 | 799,520.00 | 100.00 | 799,520.00 | 100.00 | 799,520.00 | 125.00 | 999,400.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
280.0 | TON | 100.00 | 28,000.00 | 200.00 | 56,000.00 | 150.00 | 42,000.00 | 218.00 | 61,040.00 |
| 509-01 | cold planing asphaltic pavement | 74,138 | SQYD | 2.55 | 189,051.90 | 2.25 | 166,810.50 | 3.50 | 259,483.00 | 1.90 | 140,862.20 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,089 | CUYD | 5.00 | - 15,445.00 | 0.10 | - 308.90 | 15.00 | - 46,335.00 | 0.00 | 0.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 1,536 | SQYD | 30.00 | 46,080.00 | 110.00 | 168,960.00 | 150.00 | 230,400.00 | 140.00 | 215,040.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 132,000.00 | 132,000.00 | 10,000.00 | 10,000.00 |
| 713-02-C | temporary pavement markings (8" width) | 913 | LNFT | 0.10 | 91.30 | 0.22 | 200.86 | 0.20 | 182.60 | 0.20 | 182.60 |
| 713-02-E | temporary pavement markings (24" width) | 407 | LNFT | 0.15 | 61.05 | 0.55 | 223.85 | 0.50 | 203.50 | 0.50 | 203.50 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.158 | MILE | 160.00 | 825.28 | 150.00 | 773.70 | 10.00 | 51.58 | 400.00 | 2,063.20 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.020 | MILE | 230.00 | 924.60 | 225.00 | 904.50 | 15.00 | 60.30 | 210.00 | 844.20 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 14.440 | MILE | 330.00 | 4,765.20 | 335.00 | 4,837.40 | 20.00 | 288.80 | 325.00 | 4,693.00 |
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 115,500.00 | 115,500.00 | 165,000.00 | 165,000.00 | 130,000.00 | 130,000.00 |
| 731-02 | reflectorized raised pavement markers | 837 | EACH | 5.25 | 4,394.25 | 5.50 | 4,603.50 | 5.50 | 4,603.50 | 6.00 | 5,022.00 |
| 732-01-A | plastic pavement striping (4" width) | 220 | LNFT | 0.45 | 99.00 | 0.44 | 96.80 | 0.40 | 88.00 | 0.40 | 88.00 |
| 732-01-C | plastic pavement striping (8" width) | 913 | LNFT | 1.00 | 913.00 | 1.00 | 913.00 | 1.00 | 913.00 | 1.00 | 913.00 |
| 732-01-E | plastic pavement striping (24" width) | 407 | LNFT | 3.70 | 1,505.90 | 3.50 | 1,424.50 | 3.25 | 1,322.75 | 4.00 | 1,628.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.440 | MILE | 2,200.00 | 31,768.00 | 2,150.00 | 31,046.00 | 2,200.00 | 31,768.00 | 2,500.00 | 36,100.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.020 | MILE | 600.00 | 2,412.00 | 600.00 | 2,412.00 | 600.00 | 2,412.00 | 700.00 | 2,814.00 |
| 735-01 | mailboxes | 152 | EACH | 1.25 | 190.00 | 1.05 | 159.60 | 1.00 | 152.00 | 5.00 | 760.00 |
| 735-02 | mailbox supports (single) | 152 | EACH | 110.00 | 16,720.00 | 100.00 | 15,200.00 | 100.00 | 15,200.00 | 100.00 | 15,200.00 |
| 736-09 | loop detector | 150 | LNFT | 13.00 | 1,950.00 | 13.00 | 1,950.00 | 12.00 | 1,800.00 | 14.00 | 2,100.00 |
| 736-10 | underground junction box | 1 | EACH | 300.00 | 300.00 | 275.00 | 275.00 | 250.00 | 250.00 | 300.00 | 300.00 |
| 740-01 | construction layout | lump | LUMP | 22,000.00 | 22,000.00 | 8,000.00 | 8,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 |
| S-001 | saw cutting of portland cement concrete pavement and/or asphaltic concrete pavement (full-depth) |
3,000 | LNFT | 5.00 | 15,000.00 | 3.26 | 9,780.00 | 5.00 | 15,000.00 | 12.00 | 36,000.00 |
| CONTRACTOR TOTAL | 1,261,126.48 | 1,414,282.31 | 1,658,364.03 | 1,670,253.70 | |||||||