| READV |
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| Lead Project: 016-01-0043 | |||
| Parish: OUACHITA | |||
| Routes: US 165 | |||
| Description: US 165 DRAINAGE IMPROVEMENTS | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Estimated Construction Cost: $534,011.52 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $654,739.67 |
| 2 | 44289 | JEFF MERCER LLC | $1,299,644.90 |
| 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - JEFF MERCER LLC |
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 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 8,000.00 | 8,000.00 | 120,000.00 | 120,000.00 | 40,273.98 | 40,273.98 | ||
| 203-07 | excavation & embankment | 1,712 | LNFT | 5.00 | 8,560.00 | 40.00 | 68,480.00 | 53.70 | 91,934.40 | ||
| 203-08 | borrow (vehicular measurement) | 350 | CUYD | 11.00 | 3,850.00 | 30.00 | 10,500.00 | 40.27 | 14,094.50 | ||
| 204-05-A | temporary sediment check dams (hay) | 36 | EACH | 125.00 | 4,500.00 | 125.00 | 4,500.00 | 335.17 | 12,066.12 | ||
| 302-02-D | class ii base course (12" thick) | 266.5 | SQYD | 50.00 | 13,325.00 | 40.00 | 10,660.00 | 84.54 | 22,529.91 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 50.00 | 5,000.00 | 100.00 | 10,000.00 | 78.81 | 7,881.00 | ||
| 502-01 | superpave asphaltic concrete | 1,915.4 | TON | 115.00 | 220,271.00 | 123.00 | 235,594.20 | 117.96 | 225,940.58 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
18.3 | TON | 345.00 | 6,313.50 | 350.00 | 6,405.00 | 406.99 | 7,447.92 | ||
| 509-01 | cold planing asphaltic pavement | 1,200 | SQYD | 12.00 | 14,400.00 | 13.50 | 16,200.00 | 11.83 | 14,196.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 33 | CUYD | 0.01 | - 0.33 | 0.10 | - 3.30 | 0.10 | - 3.30 | ||
| 602-05-I-03 | full depth patching of jointed conc pvmt (9" thick) (48.1 sq yds & over) |
266.5 | SQYD | 200.00 | 53,300.00 | 350.00 | 93,275.00 | 536.99 | 143,107.84 | ||
| 701-01-M | cross drain pipe (36" rcp) | 180 | LNFT | 130.00 | 23,400.00 | 250.00 | 45,000.00 | 402.74 | 72,493.20 | ||
| 701-01-O | cross drain pipe (48" rcp) | 176 | LNFT | 195.00 | 34,320.00 | 350.00 | 61,600.00 | 671.23 | 118,136.48 | ||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 88 | LNFT | 90.00 | 7,920.00 | 225.00 | 19,800.00 | 335.62 | 29,534.56 | ||
| 701-05-G | side drain pipe (18" rcp) | 12 | LNFT | 65.00 | 780.00 | 200.00 | 2,400.00 | 469.86 | 5,638.32 | ||
| 701-05-M | side drain pipe (36" rcp) | 46 | LNFT | 130.00 | 5,980.00 | 300.00 | 13,800.00 | 402.74 | 18,526.04 | ||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 3,600.00 | 7,200.00 | 3,000.00 | 6,000.00 | 4,832.88 | 9,665.76 | ||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 8,054.80 | 8,054.80 | ||
| 702-08-A | side drain safety end (type 1) | 3 | EACH | 1,600.00 | 4,800.00 | 2,500.00 | 7,500.00 | 3,758.90 | 11,276.70 | ||
| 710-01 | flowable fill | 1 | CUYD | 550.00 | 550.00 | 500.00 | 500.00 | 671.23 | 671.23 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 120,000.00 | 120,000.00 | 20,419.86 | 20,419.86 | ||
| 716-01-A | mulch (vegetative) | 1.76 | ACRE | 800.00 | 1,408.00 | 1,000.00 | 1,760.00 | 1,006.85 | 1,772.06 | ||
| 717-01 | seeding | 81 | LB | 10.00 | 810.00 | 15.00 | 1,215.00 | 12.42 | 1,006.02 | ||
| 718-01 | fertilizer | 1,760 | LB | 0.45 | 792.00 | 1.10 | 1,936.00 | 0.51 | 897.60 | ||
| 724-01-C | pavement patching (7-1/2" minimum thickness) | 223 | SQYD | 200.00 | 44,600.00 | 250.00 | 55,750.00 | 166.23 | 37,069.29 | ||
| 726-01 | bedding material | 277.9 | CUYD | 85.00 | 23,621.50 | 150.00 | 41,685.00 | 167.81 | 46,634.40 | ||
| 727-01 | mobilization | lump | LUMP | 65,000.00 | 65,000.00 | 130,000.00 | 130,000.00 | 55,458.82 | 55,458.82 | ||
| 731-02 | reflectorized raised pavement markers | 48 | EACH | 7.00 | 336.00 | 10.00 | 480.00 | 67.12 | 3,221.76 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.720 | MILE | 3,600.00 | 2,592.00 | 4,500.00 | 3,240.00 | 6,712.33 | 4,832.88 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.360 | MILE | 3,600.00 | 1,296.00 | 4,500.00 | 1,620.00 | 2,684.94 | 966.58 | ||
| 740-01 | construction layout | lump | LUMP | 12,750.00 | 12,750.00 | 60,000.00 | 60,000.00 | 9,128.77 | 9,128.77 | ||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 120,000.00 | 120,000.00 | 13,855.65 | 13,855.65 | ||
| S-001 | cleaning existing ditches | 375 | LNFT | 11.00 | 4,125.00 | 20.00 | 7,500.00 | 13.42 | 5,032.50 | ||
| S-002 | milling concrete pavement | 636 | SQYD | 15.00 | 9,540.00 | 18.00 | 11,448.00 | 22.32 | 14,195.52 | ||
| S-003 | catch basin grate (type "b") | 6 | EACH | 900.00 | 5,400.00 | 800.00 | 4,800.00 | 10,068.50 | 60,411.00 | ||
| CONTRACTOR TOTAL | 654,739.67 | 1,299,644.90 | IRREGULAR | ||||||||