| |||
| Lead Project: 852-11-0007 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 1088 | |||
| Description: JCT. I-12 TO JCT. LA 36 | |||
| Type Const:
grading, lime treatment, in-place cement stabilized base course, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $3,473,682.09 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $3,087,688.50 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,184,613.75 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,359,395.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-G | removal of surfacing & stabilized base | 22.0 | SQYD | 15.00 | 330.00 | 15.00 | 330.00 | 68.00 | 1,496.00 | ||
| 203-07 | borrow (vehicular measurement) | 8,231 | CUYD | 10.00 | 82,310.00 | 18.00 | 148,158.00 | 16.25 | 133,753.75 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 18,763 | CUYD | 10.00 | 187,630.00 | 18.00 | 337,734.00 | 16.25 | 304,898.75 | ||
| 204-06 | temporary silt fencing | 7,708 | LNFT | 2.25 | 17,343.00 | 2.00 | 15,416.00 | 2.00 | 15,416.00 | ||
| 303-01-D | in-place cement stabilized base course (12" thick) | 90,786 | SQYD | 8.00 | 726,288.00 | 8.70 | 789,838.20 | 9.50 | 862,467.00 | ||
| 303-02 | removal of existing patches | 600 | SQYD | 10.00 | 6,000.00 | 16.00 | 9,600.00 | 20.00 | 12,000.00 | ||
| 304-05 | lime treatment (type e) | 625.59 | TON | 300.00 | 187,677.00 | 105.00 | 65,686.95 | 300.00 | 187,677.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,421 | CUYD | 40.00 | 96,840.00 | 75.00 | 181,575.00 | 75.00 | 181,575.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 15.00 | 7,500.00 | 55.00 | 27,500.00 | 78.00 | 39,000.00 | ||
| 502-01 | superpave asphaltic concrete | 19,174.0 | TON | 72.00 | 1,380,528.00 | 66.00 | 1,265,484.00 | 67.00 | 1,284,658.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
407.8 | TON | 125.00 | 50,975.00 | 66.00 | 26,914.80 | 130.00 | 53,014.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 30 | LNFT | 0.10 | 3.00 | 1.00 | 30.00 | 1.10 | 33.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.990 | MILE | 10.00 | 189.90 | 160.00 | 3,038.40 | 150.00 | 2,848.50 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
10.400 | MILE | 15.00 | 156.00 | 230.00 | 2,392.00 | 330.00 | 3,432.00 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 33.620 | MILE | 30.00 | 1,008.60 | 420.00 | 14,120.40 | 600.00 | 20,172.00 | ||
| 718-01 | fertilizer | 13,510 | LB | 0.10 | 1,351.00 | 0.20 | 2,702.00 | 0.15 | 2,026.50 | ||
| 727-01 | mobilization | lump | LUMP | 230,000.00 | 230,000.00 | 150,000.00 | 150,000.00 | 136,000.00 | 136,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 54 | EACH | 75.00 | 4,050.00 | 85.00 | 4,590.00 | 85.00 | 4,590.00 | ||
| 731-02 | reflectorized raised pavement markers | 836 | EACH | 5.50 | 4,598.00 | 6.00 | 5,016.00 | 5.00 | 4,180.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 15 | LNFT | 4.00 | 60.00 | 8.00 | 120.00 | 3.50 | 52.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 16.810 | MILE | 2,600.00 | 43,706.00 | 2,700.00 | 45,387.00 | 2,500.00 | 42,025.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.200 | MILE | 800.00 | 4,160.00 | 900.00 | 4,680.00 | 800.00 | 4,160.00 | ||
| 739-01 | hydro-seeding | 13.51 | ACRE | 1,000.00 | 13,510.00 | 1,100.00 | 14,861.00 | 1,000.00 | 13,510.00 | ||
| 740-01 | construction layout | lump | LUMP | 9,500.00 | 9,500.00 | 32,000.00 | 32,000.00 | 22,000.00 | 22,000.00 | ||
| S-001 | u-channel post installation | 23 | each | 65.00 | 1,495.00 | 80.00 | 1,840.00 | 70.00 | 1,610.00 | ||
| S-002 | saw cutting of concrete/asphalt driveways and turnouts (full depth) |
40 | LNFT | 12.00 | 480.00 | 15.00 | 600.00 | 45.00 | 1,800.00 | ||
| CONTRACTOR TOTAL | 3,087,688.50 | 3,184,613.75 | 3,359,395.00 | ||||||||