| REBID |
| ||
| Lead Project: 451-06-0112 | |||
| Parish: OUACHITA | |||
| Routes: I-20 | |||
| Description: RAMP REHABILITATION | |||
| Type Const:
grading, cold planing asphaltic concrete, class ii base course, asphaltic surface treatment, pavement patching, pvmt widening, s'pave asphaltic concrete ovly & related work | |||
| Estimated Construction Cost: $3,693,686.89 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 46547 | KNISH CORPORATION | $4,993,767.71 |
| 2 | 44289 | JEFF MERCER LLC | $5,844,411.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - KNISH CORPORATION |
- 2 - JEFF MERCER LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,785.59 | 5,785.59 | 87,000.00 | 87,000.00 | ||||
| 202-02-E | removal of concrete curbs | 13.0 | LNFT | 10.00 | 130.00 | 100.00 | 1,300.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 5,804.1 | SQYD | 8.90 | 51,656.49 | 5.00 | 29,020.50 | ||||
| 202-02-I | removal of trees | 7 | EACH | 680.88 | 4,766.16 | 500.00 | 3,500.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 150,000.00 | 150,000.00 | 84,000.00 | 84,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 75.00 | 750.00 | 100.00 | 1,000.00 | ||||
| 204-06 | temporary silt fencing | 6,000 | LNFT | 1.35 | 8,100.00 | 1.50 | 9,000.00 | ||||
| 302-01 | class ii base course | 237.1 | CUYD | 10.00 | 2,371.00 | 78.00 | 18,493.80 | ||||
| 302-02-E | class ii base course (10" thick) | 13,245.9 | SQYD | 25.44 | 336,975.70 | 30.00 | 397,377.00 | ||||
| 304-05 | lime treatment (type e) | 186.22 | TON | 123.26 | 22,953.48 | 145.00 | 27,001.90 | ||||
| 502-01 | superpave asphaltic concrete | 1,666.2 | TON | 170.00 | 283,254.00 | 231.00 | 384,892.20 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 13,822 | GAL | 4.00 | 55,288.00 | 3.98 | 55,011.56 | ||||
| 507-02-B | aggregate (s2) | 20,326 | SQYD | 1.13 | 22,968.38 | 1.55 | 31,505.30 | ||||
| 507-02-C | aggregate (s3) | 20,326 | SQYD | 1.13 | 22,968.38 | 1.38 | 28,049.88 | ||||
| 509-01 | cold planing asphaltic pavement | 15,147 | SQYD | 8.00 | 121,176.00 | 2.25 | 34,080.75 | ||||
| 509-02 | contractor retained reclaimed asphalt pavement | - 842 | CUYD | 0.01 | - 8.42 | 0.01 | - 8.42 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 1,017 | SQYD | 175.00 | 177,975.00 | 143.00 | 145,431.00 | ||||
| 510-02 | pavement widening | 1,371.3 | SQYD | 125.00 | 171,412.50 | 154.00 | 211,180.20 | ||||
| 510-03 | pavement joint repair | 0.7 | TON | 7,500.00 | 5,250.00 | 8,250.00 | 5,775.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
3,122 | LNFT | 2.00 | 6,244.00 | 1.65 | 5,151.30 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
15,570 | LNFT | 2.00 | 31,140.00 | 1.75 | 27,247.50 | ||||
| 602-05-I-01 | full depth patching of jointed concrete pavement (9" thick) (16.0 sq yds & under) |
458.9 | SQYD | 275.00 | 126,197.50 | 215.00 | 98,663.50 | ||||
| 602-05-I-02 | full depth patching of jointed concrete pavement (9" thick) (16.1 sq yds - 48.0 sq yds) |
789.0 | SQYD | 275.00 | 216,975.00 | 180.00 | 142,020.00 | ||||
| 602-05-I-03 | full depth patching of jointed concrete pavement (9" thick) (48.1 sq yds & over) |
17,252.5 | SQYD | 125.00 | 2,156,562.50 | 130.00 | 2,242,825.00 | ||||
| 602-10 | longitudinal shoulder joints | 34,689 | LNFT | 1.25 | 43,361.25 | 1.60 | 55,502.40 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 12 | LNFT | 333.99 | 4,007.88 | 200.00 | 2,400.00 | ||||
| 702-04-B | adjusting catch basins | 1 | EACH | 15,094.01 | 15,094.01 | 6,000.00 | 6,000.00 | ||||
| 707-01 | concrete curb | 1,215.0 | LNFT | 18.00 | 21,870.00 | 18.00 | 21,870.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 50,250.00 | 50,250.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 0.770 | MILE | 3,300.00 | 2,541.00 | 290.00 | 223.30 | ||||
| 716-01-A | mulch (vegetative) | 12.5 | TON | 295.00 | 3,687.50 | 350.00 | 4,375.00 | ||||
| 717-01 | seeding | 281 | LB | 6.50 | 1,826.50 | 7.25 | 2,037.25 | ||||
| 718-01 | fertilizer | 6,237 | LB | 0.29 | 1,808.73 | 0.35 | 2,182.95 | ||||
| 726-01 | bedding material | 4.5 | CUYD | 213.03 | 958.64 | 400.00 | 1,800.00 | ||||
| 727-01 | mobilization | lump | LUMP | 550,000.00 | 550,000.00 | 1,400,000.00 | 1,400,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,181 | EACH | 5.25 | 6,200.25 | 7.70 | 9,093.70 | ||||
| 732-01-C | plastic pavement striping (8" width) | 4,860 | LNFT | 0.95 | 4,617.00 | 6.00 | 29,160.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 720 | LNFT | 3.75 | 2,700.00 | 8.00 | 5,760.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 10.693 | MILE | 2,610.00 | 27,908.73 | 2,640.00 | 28,229.52 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.814 | MILE | 790.00 | 643.06 | 1,430.00 | 1,164.02 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 22 | EACH | 195.00 | 4,290.00 | 450.00 | 9,900.00 | ||||
| 732-05 | removal of existing markings | 7.857 | MILE | 5,700.00 | 44,784.90 | 3,520.00 | 27,656.64 | ||||
| 740-01 | construction layout | lump | LUMP | 92,000.00 | 92,000.00 | 59,500.00 | 59,500.00 | ||||
| S-001 | dynamic message sign unit | 4 | EACH | 17,000.00 | 68,000.00 | 10,000.00 | 40,000.00 | ||||
| S-002 | traffic maintenance superpave asphaltic concrete | 100.0 | TON | 50.00 | 5,000.00 | 120.00 | 12,000.00 | ||||
| S-004 | sawcuts in pavement patching | 3,859 | LNFT | 3.00 | 11,577.00 | 1.50 | 5,788.50 | ||||
| CONTRACTOR TOTAL | 4,993,767.71 | 5,844,411.25 | |||||||||