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| DBE GOAL FED | |||
| Lead Project: 016-01-0042 | |||
| Parish: OUACHITA | |||
| Routes: US 165 | |||
| Description: SOUTH OF LA 134 - LA 2 | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, pavement patching, portland cement concrete pavement, and related work. | |||
| Estimated Construction Cost: $1,553,233.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 21982 | FORBY CONTRACTING, INC. | $1,195,264.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - FORBY CONTRACTING, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures and obstructions | lump | LUMP | 1,000.00 | 1,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 125 | SQYD | 15.00 | 1,875.00 | ||||||
| 202-02-G | removal of surfacing and stabilized base | 458.4 | SQYD | 5.00 | 2,292.00 | ||||||
| 203-06 | excavation and embankment | lump | LUMP | 1,000.00 | 1,000.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 207 | CUYD | 15.00 | 3,105.00 | ||||||
| 302-02-A | class ii base course (6" thick) | 366.6 | SQYD | 25.00 | 9,165.00 | ||||||
| 302-02-D | class ii base course (12" thick) | 596.7 | SQYD | 45.00 | 26,851.50 | ||||||
| 502-01 | superpave asphaltic concrete | 24.6 | TON | 250.00 | 6,150.00 | ||||||
| 601-01-I | portland cement concrete pavement (9" thick) | 570.8 | SQYD | 90.00 | 51,372.00 | ||||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
24,171 | LNFT | 1.25 | 30,213.75 | ||||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
29,040 | LNFT | 1.25 | 36,300.00 | ||||||
| 602-05-I-01 | full depth patching of jointed concrete pavement (9" thick) (16.0 sq. yds. and under) |
2,065.6 | SQYD | 125.00 | 258,200.00 | ||||||
| 602-05-I-02 | full depth patching of jointed concrete pavement (9" thick) (16.1 sq. yds. to 48.0 sq. yds.) |
2,341.3 | SQYD | 105.00 | 245,836.50 | ||||||
| 602-05-I-03 | full depth patching of jointed concrete pavement (9" thick) (48.1 sq. yds. and over) |
3,586.7 | SQYD | 95.00 | 340,736.50 | ||||||
| 701-01-O | cross drain pipe (48" rcp) | 180 | LNFT | 275.00 | 49,500.00 | ||||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 7,500.00 | 7,500.00 | ||||||
| 710-01 | flowable fill | 1 | CUYD | 300.00 | 300.00 | ||||||
| 713-01 | temporary signs and barricades | lump | LUMP | 30,000.00 | 30,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.12 | ACRE | 1,000.00 | 120.00 | ||||||
| 717-01 | seeding | 5 | LB | 20.00 | 100.00 | ||||||
| 718-01 | fertilizer | 120 | LB | 1.00 | 120.00 | ||||||
| 724-01-C | pavement patching (18" minimum thickness) | 115 | SQYD | 125.00 | 14,375.00 | ||||||
| 726-01 | bedding material | 110.0 | CUYD | 100.00 | 11,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 100.00 | 200.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 607 | EACH | 4.00 | 2,428.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 225 | LNFT | 5.50 | 1,237.50 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 26 | LNFT | 3.00 | 78.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.156 | MILE | 1,900.00 | 17,396.40 | ||||||
| 732-03-A | plastic pavement striping (broken line) (4" width) | 4.578 | MILE | 800.00 | 3,662.40 | ||||||
| 732-04-A | plastic pavement legends and symbols (arrow) | 4 | EACH | 225.00 | 900.00 | ||||||
| 732-04-C | plastic pavement legends and symbols (only) | 4 | EACH | 225.00 | 900.00 | ||||||
| 736-09 | loop detector | 75 | LNFT | 20.00 | 1,500.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 2,500.00 | 2,500.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 1,000.00 | 1,000.00 | ||||||
| S-001 | cleaning existing ditches | 150 | LNFT | 9.00 | 1,350.00 | ||||||
| CONTRACTOR TOTAL | 1,195,264.55 | ||||||||||