| |||
| DBE GOAL FED | |||
| Lead Project: 742-10-0120 | |||
| Parish: CALCASIEU | |||
| Routes: LA 378 | |||
| Description: PARISH ROAD AT LA 378 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, pavement patching, class ii bc, lime treatment, sp asphalt concrete ovly, traffic signals, and related work. | |||
| Estimated Construction Cost: $745,904.40 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36384 | JOHN BAILEY, INC. | $999,638.68 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,036,330.56 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JOHN BAILEY, INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 85,000.00 | 85,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 664 | SQYD | 20.00 | 13,280.00 | 15.00 | 9,960.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 306.0 | LNFT | 10.00 | 3,060.00 | 16.00 | 4,896.00 | ||||
| 202-02-I | removal of traffic signal equipment | lump | LUMP | 5,952.00 | 5,952.00 | 7,500.00 | 7,500.00 | ||||
| 202-02-K | removal of existing headwall (sta 57+38) | 1 | EACH | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | ||||
| 202-02-L | removal of soil cement base course by spading (sta 115+11 - 119+15, lt) |
446.7 | LNFT | 15.00 | 6,700.50 | 2.80 | 1,250.76 | ||||
| 203-01 | general excavation | 559 | CUYD | 18.00 | 10,062.00 | 18.00 | 10,062.00 | ||||
| 203-03 | embankment | 392 | CUYD | 20.00 | 7,840.00 | 18.00 | 7,056.00 | ||||
| 204-02 | temporary hay or straw bales | 24 | EACH | 25.00 | 600.00 | 15.00 | 360.00 | ||||
| 204-06 | temporary silt fencing | 244 | LNFT | 4.00 | 976.00 | 2.00 | 488.00 | ||||
| 302-02-C | class ii base course (8" thick) | 928.4 | SQYD | 28.00 | 25,995.20 | 22.00 | 20,424.80 | ||||
| 302-02-G-01 | class ii base course (4.5" thick) (crushed stone or recycled pccp) |
221.9 | SQYD | 20.00 | 4,438.00 | 18.00 | 3,994.20 | ||||
| 304-01 | lime | 33.00 | TON | 185.00 | 6,105.00 | 200.00 | 6,600.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 464 | SQYD | 10.00 | 4,640.00 | 20.00 | 9,280.00 | ||||
| 305-01-D | subgrade layer (12" thick) | 464 | SQYD | 30.00 | 13,920.00 | 32.00 | 14,848.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 150.0 | CUYD | 45.00 | 6,750.00 | 67.00 | 10,050.00 | ||||
| 502-01 | superpave asphaltic concrete | 712.2 | TON | 136.00 | 96,859.20 | 230.00 | 163,806.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
64.3 | TON | 204.00 | 13,117.20 | 400.00 | 25,720.00 | ||||
| 509-01 | cold planing asphaltic pavement | 317 | SQYD | 31.20 | 9,890.40 | 20.00 | 6,340.00 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 147 | SQYD | 158.00 | 23,226.00 | 150.00 | 22,050.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 56 | LNFT | 86.40 | 4,838.40 | 160.00 | 8,960.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 357 | LNFT | 94.00 | 33,558.00 | 75.00 | 26,775.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 60 | LNFT | 109.00 | 6,540.00 | 165.00 | 9,900.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 178 | LNFT | 130.00 | 23,140.00 | 130.00 | 23,140.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 418 | LNFT | 156.00 | 65,208.00 | 140.00 | 58,520.00 | ||||
| 701-15 | concrete collar | 1 | EACH | 980.00 | 980.00 | 1,200.00 | 1,200.00 | ||||
| 702-02-B | manholes (r-cb-11) | 2 | EACH | 5,400.00 | 10,800.00 | 6,000.00 | 12,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 10 | EACH | 3,360.00 | 33,600.00 | 4,000.00 | 40,000.00 | ||||
| 702-03-C | catch basins (cb-06) | 12 | EACH | 4,800.00 | 57,600.00 | 6,000.00 | 72,000.00 | ||||
| 702-03-H | catch basins (cb-05) | 1 | EACH | 1,250.00 | 1,250.00 | 1,600.00 | 1,600.00 | ||||
| 702-04-B | adjusting catch basins | 2 | EACH | 3,000.00 | 6,000.00 | 1,600.00 | 3,200.00 | ||||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 1,800.00 | 3,600.00 | 3,000.00 | 6,000.00 | ||||
| 706-01-A | concrete walk (4" thick) | 113.3 | SQYD | 70.00 | 7,931.00 | 90.00 | 10,197.00 | ||||
| 706-02-C | concrete drive (6" thick) | 454.4 | SQYD | 78.00 | 35,443.20 | 100.00 | 45,440.00 | ||||
| 707-03 | combination concrete curb & gutter | 1,699.0 | LNFT | 42.00 | 71,358.00 | 50.00 | 84,950.00 | ||||
| 708-01 | right of way monument | 6 | EACH | 300.00 | 1,800.00 | 350.00 | 2,100.00 | ||||
| 708-02 | right of way monument witness post | 6 | EACH | 300.00 | 1,800.00 | 350.00 | 2,100.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 80,000.00 | 80,000.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.450 | MILE | 3,720.00 | 1,674.00 | 500.00 | 225.00 | ||||
| 726-01 | bedding material | 288.3 | CUYD | 95.00 | 27,388.50 | 75.00 | 21,622.50 | ||||
| 727-01 | mobilization | lump | LUMP | 85,000.00 | 85,000.00 | 115,000.00 | 115,000.00 | ||||
| 729-01 | sign (type a) | 20.0 | SQFT | 40.00 | 800.00 | 60.00 | 1,200.00 | ||||
| 729-16-C | object marker assembly (type 3) | 2 | EACH | 150.00 | 300.00 | 90.00 | 180.00 | ||||
| 731-02 | reflectorized raised pavement markers | 292 | EACH | 6.12 | 1,787.04 | 6.25 | 1,825.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 500 | LNFT | 1.02 | 510.00 | 1.00 | 500.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 34 | LNFT | 4.74 | 161.16 | 4.95 | 168.30 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.340 | MILE | 3,252.00 | 1,105.68 | 3,300.00 | 1,122.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 6 | EACH | 234.00 | 1,404.00 | 240.00 | 1,440.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 3 | EACH | 234.00 | 702.00 | 240.00 | 720.00 | ||||
| 732-05 | removal of existing markings | 0.390 | MILE | 7,080.00 | 2,761.20 | 7,300.00 | 2,847.00 | ||||
| 736-01 | trenching and backfilling | 275 | LNFT | 7.00 | 1,925.00 | 8.50 | 2,337.50 | ||||
| 736-04-B | signal support (30' strain pole) | 1 | EACH | 11,064.00 | 11,064.00 | 15,000.00 | 15,000.00 | ||||
| 736-05-A | signal heads (retrofitted with led's) | 8 | EACH | 975.00 | 7,800.00 | 1,300.00 | 10,400.00 | ||||
| 736-05-B | signal heads, 3 section (r,y,g)(l.e.d.) | 1 | EACH | 1,400.00 | 1,400.00 | 1,900.00 | 1,900.00 | ||||
| 736-05-C | signal heads, 5 section (r,y,rty,g,rtg)(l.e.d.) | 1 | EACH | 1,980.00 | 1,980.00 | 2,600.00 | 2,600.00 | ||||
| 736-09 | loop detector | 105 | LNFT | 18.00 | 1,890.00 | 24.00 | 2,520.00 | ||||
| 736-10 | underground junction box type "e" | 3 | EACH | 792.00 | 2,376.00 | 1,000.00 | 3,000.00 | ||||
| 736-11 | conduit (2" p.e.c. schedule 80) | 275 | LNFT | 5.00 | 1,375.00 | 6.50 | 1,787.50 | ||||
| 736-12-A | conductor (6c, signal, #14 awg) | 20 | LNFT | 2.70 | 54.00 | 3.60 | 72.00 | ||||
| 736-12-B | conductor (10c, signal, #14 awg) | 615 | LNFT | 3.40 | 2,091.00 | 4.50 | 2,767.50 | ||||
| 736-12-C | conductor (2c, loop lead in, #14 awg) | 410 | LNFT | 2.40 | 984.00 | 3.25 | 1,332.50 | ||||
| 739-01 | hydro-seeding | 1.00 | ACRE | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | 11,000.00 | 11,000.00 | ||||
| S-002 | sawcut hard surfacing | 832 | INFT | 1.50 | 1,248.00 | 3.00 | 2,496.00 | ||||
| CONTRACTOR TOTAL | 999,638.68 | 1,036,330.56 | |||||||||