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| DBE GOAL FED | |||
| Lead Project: 010-30-0030 | |||
| Parish: BOSSIER | |||
| Routes: LA 72 | |||
| Description: RIGHT TURN LANE AT AIRLINE DRIVE | |||
| Type Const: grading, drainage structures, portland cement concrete pavement, and related work | |||
| Estimated Construction Cost: $381,673.42 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 28218 | F. J. BURNELL, INC. | $229,701.40 |
| 2 | 31970 | S.F.C. CONTRACT SERVICES, INC. | $251,173.30 |
| 3 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $259,249.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. J. BURNELL, INC. |
- 2 - S.F.C. CONTRACT SERVICES, INC. |
- 3 - SPECIALTY TRACKHOE & DOZER SERV.INC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-C | removal of portland cement concrete pavement | 59 | SQYD | 20.00 | 1,180.00 | 12.00 | 708.00 | 20.00 | 1,180.00 | ||
| 202-02-D | removal of concrete walks & drives | 229 | SQYD | 10.00 | 2,290.00 | 12.00 | 2,748.00 | 6.00 | 1,374.00 | ||
| 202-02-E | removal of concrete curbs | 447.8 | LNFT | 3.00 | 1,343.40 | 10.00 | 4,478.00 | 3.00 | 1,343.40 | ||
| 202-02-I | removal of existing traffic signal equipment | 1 | EACH | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | ||
| 203-01 | general excavation | 76 | CUYD | 20.00 | 1,520.00 | 17.00 | 1,292.00 | 12.00 | 912.00 | ||
| 203-07 | borrow (vehicular measurement) | 300 | CUYD | 4.00 | 1,200.00 | 13.00 | 3,900.00 | 14.00 | 4,200.00 | ||
| 302-02-D | class ii base course (8 1/2" thick) | 281.1 | SQYD | 20.00 | 5,622.00 | 19.00 | 5,340.90 | 21.00 | 5,903.10 | ||
| 601-01-I | portland cement concrete pavement (9" thick) | 351.8 | SQYD | 65.00 | 22,867.00 | 85.00 | 29,903.00 | 80.00 | 28,144.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 142 | LNFT | 125.00 | 17,750.00 | 75.00 | 10,650.00 | 70.00 | 9,940.00 | ||
| 702-03-C | catch basins (cb-06) | 3 | EACH | 5,000.00 | 15,000.00 | 4,700.00 | 14,100.00 | 5,200.00 | 15,600.00 | ||
| 706-02-C | concrete drive (6" thick) | 43.7 | SQYD | 50.00 | 2,185.00 | 65.00 | 2,840.50 | 85.00 | 3,714.50 | ||
| 707-01 | concrete curb | 305.0 | LNFT | 7.00 | 2,135.00 | 13.00 | 3,965.00 | 11.50 | 3,507.50 | ||
| 708-01 | right-of-way monument | 3 | EACH | 300.00 | 900.00 | 300.00 | 900.00 | 250.00 | 750.00 | ||
| 708-02 | right-of-way monument witness post | 3 | EACH | 300.00 | 900.00 | 300.00 | 900.00 | 175.00 | 525.00 | ||
| 710-01 | flowable fill | 15 | CUYD | 100.00 | 1,500.00 | 120.00 | 1,800.00 | 175.00 | 2,625.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 17,500.00 | 17,500.00 | 18,000.00 | 18,000.00 | ||
| 714-01 | slab sodding | 93 | SQYD | 5.00 | 465.00 | 9.00 | 837.00 | 7.00 | 651.00 | ||
| 727-01 | mobilization | lump | LUMP | 20,000.00 | 20,000.00 | 23,000.00 | 23,000.00 | 30,000.00 | 30,000.00 | ||
| 729-01 | sign (type a) | 42.5 | SQFT | 48.00 | 2,040.00 | 53.00 | 2,252.50 | 100.00 | 4,250.00 | ||
| 731-02 | reflectorized raised pavement markers | 11 | EACH | 15.00 | 165.00 | 13.00 | 143.00 | 11.00 | 121.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 61 | LNFT | 10.00 | 610.00 | 6.00 | 366.00 | 5.50 | 335.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.070 | MILE | 7,000.00 | 490.00 | 5,300.00 | 371.00 | 5,900.00 | 413.00 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.012 | MILE | 7,000.00 | 84.00 | 6,000.00 | 72.00 | 6,600.00 | 79.20 | ||
| 732-03-C | plastic pavement striping (broken line)(8" width) | 0.030 | MILE | 7,000.00 | 210.00 | 6,000.00 | 180.00 | 6,600.00 | 198.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 275.00 | 275.00 | 300.00 | 300.00 | 275.00 | 275.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 275.00 | 275.00 | 300.00 | 300.00 | 275.00 | 275.00 | ||
| 732-05 | removal of existing markings | 0.048 | MILE | 7,000.00 | 336.00 | 5,300.00 | 254.40 | 5,900.00 | 283.20 | ||
| 736-01 | trenching and backfilling | 50 | LNFT | 4.00 | 200.00 | 4.00 | 200.00 | 3.00 | 150.00 | ||
| 736-03-B | jacked or bored conduit (3" sch. 80, pec) | 100 | LNFT | 48.00 | 4,800.00 | 54.00 | 5,400.00 | 25.00 | 2,500.00 | ||
| 736-04-C | signal support (50' single mast arm) | 1 | EACH | 19,000.00 | 19,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 | ||
| 736-05-B | signal heads (3 section, 12" led lenses, r,y,g) | 8 | EACH | 1,250.00 | 10,000.00 | 1,200.00 | 9,600.00 | 1,600.00 | 12,800.00 | ||
| 736-05-C | signal heads (5 section, 12" led lenses, r,lt.y,y,lt.g,g) |
4 | EACH | 2,000.00 | 8,000.00 | 1,800.00 | 7,200.00 | 2,300.00 | 9,200.00 | ||
| 736-10-A | underground junction box (type e) | 5 | EACH | 750.00 | 3,750.00 | 800.00 | 4,000.00 | 450.00 | 2,250.00 | ||
| 736-11-C | conduit (3" sch.80, pec) | 150 | LNFT | 11.00 | 1,650.00 | 12.00 | 1,800.00 | 10.00 | 1,500.00 | ||
| 736-12-A | conductor (2c, loop lead-in, imsa 50-2) | 70 | LNFT | 6.00 | 420.00 | 6.00 | 420.00 | 5.00 | 350.00 | ||
| 736-12-B | conductor (6c, signal, 14 awg, stranded) | 340 | LNFT | 3.85 | 1,309.00 | 4.00 | 1,360.00 | 3.00 | 1,020.00 | ||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | ||
| 741-06 | relocating fire hydrant | 1 | EACH | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 2,000.00 | 2,000.00 | ||
| 741-07 | relocating water valve | 1 | EACH | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 3,850.00 | 3,850.00 | ||
| S-001 | sawcutting | 482 | LNFT | 15.00 | 7,230.00 | 6.00 | 2,892.00 | 15.00 | 7,230.00 | ||
| S-002 | converting catch basin to manhole | 3 | EACH | 2,000.00 | 6,000.00 | 3,900.00 | 11,700.00 | 3,600.00 | 10,800.00 | ||
| S-003 | relocate traffic signal pole and junction box | lump | LUMP | 4,500.00 | 4,500.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | ||
| S-004 | video detector (mvp) system | 1 | EACH | 4,600.00 | 4,600.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | ||
| S-005 | video detection (mvp) device | 4 | EACH | 7,600.00 | 30,400.00 | 7,000.00 | 28,000.00 | 7,000.00 | 28,000.00 | ||
| CONTRACTOR TOTAL | 229,701.40 | 251,173.30 | 259,249.40 | ||||||||