| |||
| Lead Project: 010-06-0066 | |||
| Parish: BOSSIER | |||
| Routes: US 71 | |||
| Description: BOSSIER CITY DRAINAGE REPAIR | |||
| Type Const:
grading, drainage structures, pavement patching, portland cement concrete pavement, and related work. | |||
| Estimated Construction Cost: $772,517.68 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $666,705.00 |
| 2 | 28218 | F. J. BURNELL, INC. | $803,055.50 |
| 3 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $942,014.20 |
| 4 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $1,069,163.24 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 2 - F. J. BURNELL, INC. |
- 3 - BLOUNT BROS. CONSTRUCTION, INC. |
- 4 - QUALITY DESIGN & CONSTRUCTION, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 278 | SQYD | 15.00 | 4,170.00 | 15.00 | 4,170.00 | 12.00 | 3,336.00 | 18.00 | 5,004.00 |
| 202-02-F | removal of concrete combination curb & gutter | 14.0 | LNFT | 30.00 | 420.00 | 30.00 | 420.00 | 12.00 | 168.00 | 18.00 | 252.00 |
| 202-02-I | removal of pipe | 1,124 | LNFT | 12.00 | 13,488.00 | 20.00 | 22,480.00 | 20.00 | 22,480.00 | 10.00 | 11,240.00 |
| 202-02-J | removal of headwall | 5 | EACH | 1,300.00 | 6,500.00 | 1,000.00 | 5,000.00 | 1,000.00 | 5,000.00 | 410.00 | 2,050.00 |
| 202-02-K | removal of catch basin | 1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 600.00 | 600.00 |
| 202-02-L | removal of paved slope drains | 16.1 | SQYD | 205.00 | 3,300.50 | 50.00 | 805.00 | 10.00 | 161.00 | 30.00 | 483.00 |
| 203-05 | excavation and embankment | lump | LUMP | 46,000.00 | 46,000.00 | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 | 45,800.00 | 45,800.00 |
| 204-02 | temporary hay or straw bales | 30 | EACH | 20.00 | 600.00 | 20.00 | 600.00 | 15.00 | 450.00 | 14.00 | 420.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 39.1 | CUYD | 75.00 | 2,932.50 | 75.00 | 2,932.50 | 60.00 | 2,346.00 | 78.00 | 3,049.80 |
| 510-01-A | pavement patching (6" minimum thickness) | 246 | SQYD | 85.00 | 20,910.00 | 150.00 | 36,900.00 | 55.00 | 13,530.00 | 100.00 | 24,600.00 |
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
70.5 | SQYD | 175.00 | 12,337.50 | 200.00 | 14,100.00 | 250.00 | 17,625.00 | 408.00 | 28,764.00 |
| 702-02-A | manholes (mh-06) | 1 | EACH | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 5,250.00 | 5,250.00 | 3,400.00 | 3,400.00 |
| 702-03-A | catch basins (cb-01) | 1 | EACH | 2,062.50 | 2,062.50 | 5,000.00 | 5,000.00 | 2,850.00 | 2,850.00 | 3,400.00 | 3,400.00 |
| 702-07-B | cross drain safety end (type 2) | 2 | EACH | 3,500.00 | 7,000.00 | 4,000.00 | 8,000.00 | 5,000.00 | 10,000.00 | 5,230.00 | 10,460.00 |
| 702-08-B | side drain safety end (type 2) | 20 | EACH | 3,000.00 | 60,000.00 | 4,000.00 | 80,000.00 | 5,500.00 | 110,000.00 | 5,230.00 | 104,600.00 |
| 706-02-C | concrete drive (6" thick) | 295.0 | SQYD | 75.00 | 22,125.00 | 65.00 | 19,175.00 | 60.00 | 17,700.00 | 82.40 | 24,308.00 |
| 706-03-A | incidental concrete paving (4" thick) | 16.1 | SQYD | 120.00 | 1,932.00 | 100.00 | 1,610.00 | 52.00 | 837.20 | 82.40 | 1,326.64 |
| 707-03 | combination concrete curb & gutter | 14.0 | LNFT | 75.00 | 1,050.00 | 100.00 | 1,400.00 | 25.00 | 350.00 | 26.00 | 364.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 23,900.00 | 23,900.00 |
| 713-02-A | temporary pavement markings (4" width) | 1,200 | LNFT | 1.25 | 1,500.00 | 1.00 | 1,200.00 | 3.00 | 3,600.00 | 2.00 | 2,400.00 |
| 717-01 | seeding | 68 | LB | 10.00 | 680.00 | 10.00 | 680.00 | 20.00 | 1,360.00 | 10.50 | 714.00 |
| 718-01 | fertilizer | 2,250 | LB | 0.75 | 1,687.50 | 1.00 | 2,250.00 | 1.00 | 2,250.00 | 3.20 | 7,200.00 |
| 720-01-A | erosion control system, slope protection (type a) | 10,648 | SQYD | 1.50 | 15,972.00 | 2.25 | 23,958.00 | 2.00 | 21,296.00 | 2.10 | 22,360.80 |
| 726-01 | bedding material | 457.0 | CUYD | 80.00 | 36,560.00 | 100.00 | 45,700.00 | 75.00 | 34,275.00 | 132.00 | 60,324.00 |
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 | 62,300.00 | 62,300.00 |
| 732-01-A | plastic pavement striping ( 4" width) | 52 | LNFT | 31.25 | 1,625.00 | 25.00 | 1,300.00 | 100.00 | 5,200.00 | 61.00 | 3,172.00 |
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 14,300.00 | 14,300.00 |
| 805-12-Y | reinforced concrete box culverts (3'x 2') | 988.0 | LNFT | 180.00 | 177,840.00 | 200.00 | 197,600.00 | 275.00 | 271,700.00 | 351.00 | 346,788.00 |
| 805-12-Z | reinforced concrete box culverts (3'x 3') | 576.0 | LNFT | 200.00 | 115,200.00 | 225.00 | 129,600.00 | 300.00 | 172,800.00 | 398.00 | 229,248.00 |
| S-001 | full depth sawcutting | 1,145 | LNFT | 12.50 | 14,312.50 | 15.00 | 17,175.00 | 10.00 | 11,450.00 | 23.00 | 26,335.00 |
| CONTRACTOR TOTAL | 666,705.00 | 803,055.50 | 942,014.20 | 1,069,163.24 | |||||||