| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 024-02-0022 | |||
| Parish: CALCASIEU | |||
| Routes: US 171 | |||
| Description: JOE MILLER ROAD AT US 171 INTERSECTION IMPROVEMENTS | |||
| Type Const:
grading, cold planing asphaltic concrete, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $682,093.11 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36384 | JOHN BAILEY, INC. | $1,067,298.91 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,396,734.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JOHN BAILEY, INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 125,000.00 | 125,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 52 | SQYD | 20.00 | 1,040.00 | 12.00 | 624.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 22.5 | SQYD | 10.00 | 225.00 | 20.00 | 450.00 | ||||
| 202-02-I | removal of asphaltic concrete pavement | 563.6 | SQYD | 25.00 | 14,090.00 | 8.00 | 4,508.80 | ||||
| 203-01 | general excavation | 483 | CUYD | 15.00 | 7,245.00 | 22.00 | 10,626.00 | ||||
| 203-03 | embankment | 1,101 | CUYD | 18.00 | 19,818.00 | 23.00 | 25,323.00 | ||||
| 203-04 | nonplastic embankment | 15 | CUYD | 80.00 | 1,200.00 | 180.00 | 2,700.00 | ||||
| 204-02 | temporary hay or straw bales | 50 | EACH | 25.00 | 1,250.00 | 20.00 | 1,000.00 | ||||
| 204-06 | temporary silt fencing | 1,115 | LNFT | 4.00 | 4,460.00 | 2.00 | 2,230.00 | ||||
| 304-05 | lime treatment (type e) | 26.07 | TON | 250.00 | 6,517.50 | 500.00 | 13,035.00 | ||||
| 305-01-D | subgrade layer (12" thick) | 3,514 | SQYD | 10.00 | 35,140.00 | 28.00 | 98,392.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
33.7 | CUYD | 60.00 | 2,022.00 | 225.00 | 7,582.50 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 54.0 | CUYD | 45.00 | 2,430.00 | 110.00 | 5,940.00 | ||||
| 502-01 | superpave asphaltic concrete | 2,074.7 | TON | 136.00 | 282,159.20 | 100.00 | 207,470.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
227.7 | TON | 147.00 | 33,471.90 | 220.00 | 50,094.00 | ||||
| 509-01 | cold planing asphaltic pavement | 208 | SQYD | 66.00 | 13,728.00 | 40.00 | 8,320.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 300 | SQYD | 70.00 | 21,000.00 | 140.00 | 42,000.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 53 | LNFT | 90.00 | 4,770.00 | 190.00 | 10,070.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 246 | LNFT | 96.00 | 23,616.00 | 200.00 | 49,200.00 | ||||
| 701-04-D | storm drain pipe arch (24" equiv. rcpa) | 530 | LNFT | 117.00 | 62,010.00 | 210.00 | 111,300.00 | ||||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 113 | LNFT | 135.00 | 15,255.00 | 215.00 | 24,295.00 | ||||
| 701-04-G | storm drain pipe arch (42" equiv. rcpa) | 16 | LNFT | 180.00 | 2,880.00 | 220.00 | 3,520.00 | ||||
| 701-07-C | yard drain pipe (8") | 5 | LNFT | 42.00 | 210.00 | 150.00 | 750.00 | ||||
| 701-11-G | reinforced concrete pipe arch (extension)(42" equiv.) | 11 | LNFT | 300.00 | 3,300.00 | 450.00 | 4,950.00 | ||||
| 701-15 | concrete collar | 1 | EACH | 960.00 | 960.00 | 1,200.00 | 1,200.00 | ||||
| 701-16-G | plastic pipe (extension)(18"rpecp) | 8 | LNFT | 108.00 | 864.00 | 300.00 | 2,400.00 | ||||
| 702-03-A | catch basins (cb-01) | 6 | EACH | 3,360.00 | 20,160.00 | 4,000.00 | 24,000.00 | ||||
| 702-03-H | catch basins (cb-05) | 1 | EACH | 1,440.00 | 1,440.00 | 6,800.00 | 6,800.00 | ||||
| 705-06-A | chain link fence (4-foot height) | 18 | LNFT | 50.00 | 900.00 | 9.50 | 171.00 | ||||
| 706-02-C | concrete drive (6" thick) | 23.2 | SQYD | 78.00 | 1,809.60 | 130.00 | 3,016.00 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 75.9 | SQYD | 90.00 | 6,831.00 | 130.00 | 9,867.00 | ||||
| 707-03 | combination concrete curb & gutter | 122.1 | LNFT | 50.00 | 6,105.00 | 52.00 | 6,349.20 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 95,000.00 | 95,000.00 | 250,000.00 | 250,000.00 | ||||
| 713-03-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.182 | MILE | 2,000.00 | 364.00 | 600.00 | 109.20 | ||||
| 713-04-A-01 | temporary pavement markings (solid line) (4" width) (type 1 removable) |
0.392 | MILE | 19,000.00 | 7,448.00 | 20,000.00 | 7,840.00 | ||||
| 716-01-A | mulch (vegetative) | 0.89 | ACRE | 5,000.00 | 4,450.00 | 2,500.00 | 2,225.00 | ||||
| 717-01 | seeding | 36 | LB | 20.00 | 720.00 | 10.00 | 360.00 | ||||
| 718-01 | fertilizer | 890 | LB | 1.00 | 890.00 | 0.40 | 356.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | ||||
| 726-01 | bedding material | 212.8 | CUYD | 85.00 | 18,088.00 | 115.00 | 24,472.00 | ||||
| 727-01 | mobilization | lump | LUMP | 94,500.00 | 94,500.00 | 130,000.00 | 130,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 544 | EACH | 6.12 | 3,329.28 | 6.50 | 3,536.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.156 | MILE | 3,180.00 | 3,676.08 | 3,600.00 | 4,161.60 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.086 | MILE | 6,360.00 | 546.96 | 7,500.00 | 645.00 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.039 | MILE | 19,200.00 | 748.80 | 22,000.00 | 858.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.059 | MILE | 1,010.00 | 59.59 | 1,000.00 | 59.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 234.00 | 234.00 | 250.00 | 250.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 252.00 | 252.00 | 280.00 | 280.00 | ||||
| 735-01 | mailboxes | 3 | EACH | 50.00 | 150.00 | 6.50 | 19.50 | ||||
| 735-02 | mailbox supports (single) | 3 | EACH | 175.00 | 525.00 | 200.00 | 600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 12,500.00 | 12,500.00 | 100,000.00 | 100,000.00 | ||||
| S-001 | raised asphaltic concrete median (6" thick) | 133.0 | SQYD | 70.00 | 9,310.00 | 160.00 | 21,280.00 | ||||
| S-002 | dynamic message sign unit | 2 | EACH | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 | ||||
| S-003 | catch basin (sta. 114+05.87) | 1 | EACH | 9,720.00 | 9,720.00 | 8,500.00 | 8,500.00 | ||||
| S-004 | mechanical sewer plant effluent tie-in | 3 | EACH | 960.00 | 2,880.00 | 1,000.00 | 3,000.00 | ||||
| CONTRACTOR TOTAL | 1,067,298.91 | 1,396,734.80 | |||||||||