| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 808-06-0015 | |||
| Parish: BOSSIER | |||
| Routes: LA 782-2 | |||
| Description: JCT. LA 72 TO MACK'S BAYOU BRIDGE (INDUSTRIAL BRIDGE) | |||
| Type Const:
grading, drainage structures, class ii basecourse, cold planing asphaltic concrete pavement, concrete drive, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $2,993,959.85 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36374 | BEST-YET BUILDERS, LLC | $2,308,029.95 |
| 2 | 17464 | BENTON & BROWN, LLC. | $2,992,048.48 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEST-YET BUILDERS, LLC |
- 2 - BENTON & BROWN, LLC. |
|
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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 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 1,846 | SQYD | 7.00 | 12,922.00 | 19.00 | 35,074.00 | ||||
| 202-02-K | removal of chain link fence | 1,542 | LNFT | 2.00 | 3,084.00 | 3.00 | 4,626.00 | ||||
| 202-02-L | removal of sand clay gravel base | 8,543.0 | SQYD | 3.00 | 25,629.00 | 2.00 | 17,086.00 | ||||
| 203-01 | general excavation | 7,192 | CUYD | 5.00 | 35,960.00 | 10.00 | 71,920.00 | ||||
| 203-04 | embankment | 2,642 | CUYD | 8.00 | 21,136.00 | 20.00 | 52,840.00 | ||||
| 204-06 | temporary silt fencing | 500 | LNFT | 2.00 | 1,000.00 | 4.00 | 2,000.00 | ||||
| 302-02-B | class ii base course (8 1/2" thick) | 839.7 | SQYD | 15.50 | 13,015.35 | 16.00 | 13,435.20 | ||||
| 302-02-D-01 | class ii base course on embankment layer (12" thick) (stone, recycled pccp or asphalt) |
14,286.9 | SQYD | 18.00 | 257,164.20 | 20.00 | 285,738.00 | ||||
| 304-05 | lime treatment (type e) | 249.38 | TON | 412.71 | 102,921.62 | 370.00 | 92,270.60 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,294.8 | CUYD | 1.00 | 1,294.80 | 34.00 | 44,023.20 | ||||
| 502-01 | superpave asphaltic concrete | 5,186.3 | TON | 80.00 | 414,904.00 | 80.00 | 414,904.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
332.3 | TON | 90.00 | 29,907.00 | 80.00 | 26,584.00 | ||||
| 509-01 | cold planing asphaltic pavement | 11,423 | SQYD | 1.25 | 14,278.75 | 3.00 | 34,269.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,535 | CUYD | 0.10 | - 153.50 | 1.00 | - 1,535.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pp) | 299 | LNFT | 50.00 | 14,950.00 | 62.00 | 18,538.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/pp) | 118 | LNFT | 60.00 | 7,080.00 | 90.00 | 10,620.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pp) | 220 | LNFT | 65.00 | 14,300.00 | 110.00 | 24,200.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/pp) | 195 | LNFT | 100.00 | 19,500.00 | 133.00 | 25,935.00 | ||||
| 701-03-N | storm drain pipe (42" rcp/pp) | 750 | LNFT | 140.00 | 105,000.00 | 130.00 | 97,500.00 | ||||
| 701-03-S | storm drain pipe (72" rcp/pp) | 804 | LNFT | 400.00 | 321,600.00 | 530.00 | 426,120.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 31 | LNFT | 100.00 | 3,100.00 | 150.00 | 4,650.00 | ||||
| 702-02-B | manholes (r-cb-11) | 8 | EACH | 2,500.00 | 20,000.00 | 5,100.00 | 40,800.00 | ||||
| 702-02-E | manholes (r-cb-32) | 4 | EACH | 4,500.00 | 18,000.00 | 8,400.00 | 33,600.00 | ||||
| 702-02-I | manholes (r-cb-20) | 2 | EACH | 3,000.00 | 6,000.00 | 4,400.00 | 8,800.00 | ||||
| 702-03-A | catch basins (cb-01) | 4 | EACH | 3,500.00 | 14,000.00 | 2,100.00 | 8,400.00 | ||||
| 702-03-C | catch basins (cb-06) | 7 | EACH | 3,500.00 | 24,500.00 | 3,100.00 | 21,700.00 | ||||
| 702-03-E | catch basins (cb-03) | 6 | EACH | 3,000.00 | 18,000.00 | 2,400.00 | 14,400.00 | ||||
| 702-03-G | catch basins (cb-09) | 4 | EACH | 4,000.00 | 16,000.00 | 4,800.00 | 19,200.00 | ||||
| 705-06-D | chain link fence (7-foot height) | 1,521 | LNFT | 16.00 | 24,336.00 | 21.00 | 31,941.00 | ||||
| 706-02-C | concrete drive (6" thick) | 2,767.7 | SQYD | 45.00 | 124,546.50 | 50.00 | 138,385.00 | ||||
| 706-02-D | concrete drive (9" thick) | 278.5 | SQYD | 65.00 | 18,102.50 | 57.00 | 15,874.50 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 240.7 | SQYD | 40.00 | 9,628.00 | 48.00 | 11,553.60 | ||||
| 707-03 | combination concrete curb & gutter | 6,989.8 | LNFT | 30.00 | 209,694.00 | 24.00 | 167,755.20 | ||||
| 710-01 | flowable fill | 33 | CUYD | 75.00 | 2,475.00 | 154.00 | 5,082.00 | ||||
| 711-01-D | riprap (55 lb, 36" thick) | 67 | SQYD | 75.00 | 5,025.00 | 180.00 | 12,060.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 156 | SQYD | 40.00 | 6,240.00 | 50.00 | 7,800.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 240,000.00 | 240,000.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
1.547 | MILE | 1.00 | 1.55 | 340.00 | 525.98 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 2.648 | MILE | 1.00 | 2.65 | 800.00 | 2,118.40 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 197 | SQYD | 3.00 | 591.00 | 2.00 | 394.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | ||||
| 725-02 | temporary detour roads | 140.2 | SQYD | 38.97 | 5,463.59 | 28.00 | 3,925.60 | ||||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 240,000.00 | 240,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 560 | EACH | 5.10 | 2,856.00 | 6.00 | 3,360.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 100 | LNFT | 2.90 | 290.00 | 3.00 | 300.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.654 | MILE | 2,160.00 | 7,892.64 | 2,800.00 | 10,231.20 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.210 | MILE | 960.00 | 1,161.60 | 1,100.00 | 1,331.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 10 | EACH | 155.00 | 1,550.00 | 165.00 | 1,650.00 | ||||
| 732-05 | removal of existing markings | 0.885 | MILE | 4,820.00 | 4,265.70 | 6,800.00 | 6,018.00 | ||||
| 739-01 | hydro-seeding | 7.00 | ACRE | 1,200.00 | 8,400.00 | 1,700.00 | 11,900.00 | ||||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | ||||
| 742-01-A | sanitary sewer pipe (8" pvc) | 768 | LNFT | 20.00 | 15,360.00 | 48.00 | 36,864.00 | ||||
| 742-01-B | sanitary sewer pipe (8" dip) | 43 | LNFT | 40.00 | 1,720.00 | 77.00 | 3,311.00 | ||||
| 742-01-C | sanitary sewer pipe (12" pvc) | 421 | LNFT | 35.00 | 14,735.00 | 60.00 | 25,260.00 | ||||
| 742-02 | adjusting sanitary sewer house connections | 6 | EACH | 600.00 | 3,600.00 | 785.00 | 4,710.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 25,000.00 | 25,000.00 | 54,000.00 | 54,000.00 | ||||
| CONTRACTOR TOTAL | 2,308,029.95 | 2,992,048.48 | |||||||||