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| Lead Project: 451-05-0091 | |||
| Parish: LINCOLN | |||
| Routes: I-20 | |||
| Description: RAMP REHABILITATION | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete, cold planing asphaltic pavement, full depth patching of jointed concrete pavement and related work. | |||
| Estimated Construction Cost: $564,069.08 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $1,168,117.32 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
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| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-E | removal of concrete curbs | 74.0 | LNFT | 10.00 | 740.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 480.0 | SQYD | 12.00 | 5,760.00 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 63,000.00 | 63,000.00 | ||||||
| 302-01 | class ii base course | 14.9 | CUYD | 100.00 | 1,490.00 | ||||||
| 302-02-E | class ii base course (10" thick) | 603.4 | SQYD | 100.00 | 60,340.00 | ||||||
| 303-01-C | in-place cement stabilized base course (10" thick) | 1,042 | SQYD | 25.00 | 26,050.00 | ||||||
| 304-05 | lime treatment (type e) | 8.56 | TON | 2,500.00 | 21,400.00 | ||||||
| 502-01 | superpave asphaltic concrete | 1,309.3 | TON | 200.00 | 261,860.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 11,119 | SQYD | 12.00 | 133,428.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 618 | CUYD | 0.01 | - 6.18 | ||||||
| 510-01-B | pavement patching (12" minimum thickness) | 300 | SQYD | 200.00 | 60,000.00 | ||||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
200 | LNFT | 2.50 | 500.00 | ||||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
860 | LNFT | 3.00 | 2,580.00 | ||||||
| 602-05-I-02 | full depth patching of jointed conc pvmt (9" thick) (16.1 sq yds - 48.0 sq yds) |
53.3 | SQYD | 175.00 | 9,327.50 | ||||||
| 602-05-I-03 | full depth patching of jointed conc pvmt (9" thick) (48.1 sq yds & over) |
1,381.6 | SQYD | 150.00 | 207,240.00 | ||||||
| 602-10 | longitudinal shoulder joints | 2,280 | LNFT | 3.00 | 6,840.00 | ||||||
| 707-01 | concrete curb | 74.0 | LNFT | 80.00 | 5,920.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 115,000.00 | 115,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 2.9 | TON | 1,500.00 | 4,350.00 | ||||||
| 717-01 | seeding | 65 | LB | 20.00 | 1,300.00 | ||||||
| 718-01 | fertilizer | 1,438 | LB | 1.00 | 1,438.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 115,000.00 | 115,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 141 | EACH | 15.00 | 2,115.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 1,395 | LNFT | 9.00 | 12,555.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 180 | LNFT | 12.50 | 2,250.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.197 | MILE | 5,000.00 | 10,985.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | EACH | 650.00 | 1,950.00 | ||||||
| 732-05 | removal of existing markings | 0.416 | MILE | 5,000.00 | 2,080.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| S-001 | dynamic message sign unit | 3 | EACH | 4,000.00 | 12,000.00 | ||||||
| S-002 | sawcuts in pavement patching | 1,125 | LNFT | 5.00 | 5,625.00 | ||||||
| CONTRACTOR TOTAL | 1,168,117.32 | ||||||||||